Ellis Pro Form 1

Transcription

Ellis Pro Form 1

TRANSMITTAL
5995 Greenwood Plaza Blvd.
Suite 100
Greenwood Village, CO 80111-4710
303-571-5377
303-629-7467 (fax)
PROJECT:
DHHA-Acoma Street Parking Garage
TO:
GHP Inc(Concrete)
5995 Greenwood Plaza Blvd Ste 100
Greenwood Village CO 80111-4710
ATTN:
No. 12J2001-0129
DATE: 06/06/2013
RE:
033000-Cast-in-Place Concrete
Justin Heekin
JOB:
Ph/Fax:
WE ARE SENDING:
SUBMITTED FOR:
12J2001
ACTION TAKEN:
Shop Drawings
Approval
Approved as Submitted
Letter
Your Use
Approved as Noted
Prints
As Requested
Returned After Loan
Change Order
Review and Comment
Resubmit
Submit
Plans
SENT VIA:
Samples
Returned
Specifications / Product Data
Attached
Returned for Corrections
Other:
Separate Cover Via:
Due Date: 06/06/2013
NOTES:
Item
Package
Code
Submittal
033000
033000.001
Rev. Copies Date
1
1
06/06/2013
Description
Status
Cast-in-Place Concrete- Product Data
No Exceptions
Taken
CC:
Signed:
Justin Heekin
Submittal Stamp Sheet
Project:
Phipps’ Job #: 12J2001
Submittal #: 033000.001 Product Data
GH Phipps.:
Architect:
SUBMITTED
GH Phipps
Construction Companies
GH Phipps has reviewed, approved, and
herby submits the attached in accordance
with the contract documents.
Note to Subcontractor/Material Supplier:
Subcontractor/Material Supplier remains
responsible for the confirmation and
correlation of dimensions at the jobsite;
fabrication processes and construction
techniques; coordination of the work with
the work of other trades; and satisfactory
performance of the work.
Engineer:
Other:
Walker
033000.001
Project Submittal Number:
No Exception Taken
Make Corrections Noted
Resubmittal not Required
Rejected
Revise and Resubmit
Submittal Not Required
No Review Performed
Drawings have been reviewed for design intent and general
compliance with the information given in the contract
documents. Deviations from contract documents shall be
clearly identified and are not reviewed nor accepted unless
identified. Contractor is responsible for dimensions,
quantities, fabrication, processes, and techniques of
construction, coordination of its work with that of all other
trades and satisfactory performance of its work.
Date: 06/06/2013
By:
benderd
NOTES:
Signed:
Justin Heekin
GH Phipps Representative
TRANSMITTAL
5995 Greenwood Plaza Blvd.
Suite 100
Greenwood Village, CO 80111-4710
303-571-5377
303-629-7467 (fax)
PROJECT:
TO:
ATTN:
No. 12J2001-0121
DATE: 06/03/2013
Studiotrope Design Collective
2942 Welton St
Denver CO
RE:
033000-Cast-in-Place Concrete
Matt Edmonds
JOB:
Ph/Fax:
WE ARE SENDING:
SUBMITTED FOR:
12J2001
ACTION TAKEN:
Shop Drawings
Approval
Approved as Submitted
Letter
Your Use
Approved as Noted
Prints
As Requested
Returned After Loan
Change Order
Review and Comment
Resubmit
Submit
Plans
SENT VIA:
Samples
Returned
Specifications / Product Data
Attached
Returned for Corrections
Other:
Separate Cover Via:
Due Date: 06/17/2013
NOTES:
Item
Package
Code
Submittal
033000
033000.001
Rev. Copies Date
1
1
06/03/2013
Description
Status
Cast-in-Place Concrete- Product Data
Architect Review
CC:
Signed:
Justin Heekin
Sec 033000 2.1 A/E
Spec 033000 2.1 C.
Spec 033000 2.1 D.
US SPEC
Build Green
03 11 00 CONCRETE FORMING
Ezkote Green
Multi-Use, Non-Petroleum, Reactive Form Release
DESCRIPTION
Ezkote Green is a chemically reactive, non-petroleum, biodegradable form release in a vegetable oil carrier. Ezkote Green
reacts with the alkali in the concrete to form a barrier film that
inhibits the bonding of fresh concrete to formwork. Ezkote
Green, when properly applied, will provide a quick, easy and
clean release of concrete from formwork. Ezkote Green will
not transfer to formwork and will leave concrete free of voids
and defects. Ezkote Green will not inhibit the adhesion properties of subsequent coatings to concrete substrate.
USES
Ezkote Green can be used on various types of forms including wood, BB plyform, aluminium, plastic and steel. Ezkote
Green can be used to protect equipment such as buckets,
hoists, paving machines as well as aluminum and steel windows. Ezkote Green will increase the life span of wood forms
by waterproofing and protecting. It will reduce maintenance
of metal forms by forming a protective, rustproof film.
BENEFITS
• Contributes to LEED EQ Credit 4.2 and MR Credit 6.0
• Clean: Cuts stripping time
• Organic: No petroleum, low odor
• Non-Staining: Will not discolor concrete
• Performance: Waterproofs wood and rustproofs metal
• Efficient: Excellent coverage rate
• Cost Effective: Reduces clean up time
• Easy Application: Brush, spray or roller
• Long lasting form life
• Economical: One coat coverage
• Consistent: Strict Quality Control testing and standards
STANDARDS
Ezkote meets and exceeds the requirements of Corps of Engineers Specification CW-03101, Section 2.1.2.
SURFACE PREPARATION
All surfaces in contact with Ezkote Green shall be free of
dirt, oil, grease, laitance and other contaminants that may act
as bondbreakers. All rust, scale and previously used form
release agents must be removed in accordance with good
concrete practices. When using new forms of any type, it is
imperative to thoroughly saturate with Ezkote Green until
complete saturation has been accomplished prior to first use.
PHYSICAL PROPERTIES
*Complies with V.O.C. contents in accordance with Federal EPA 40
CFR Part 59 Table 1, Subpart D for Concrete Curing and Sealing.
COLOR
Pale Yellow
VISCOSITY
60 seconds
FREEZING POINT
Less than -10°F (23°C)
FLASH POINT
260°F (130°C)
VOC
0* g/L
STAINING
None
SHELF LIFE
1 Year
COVERAGE
Actual rates may vary depending on type and porosity of the
surface and application methods. Recommended coverage per
gallon is as follows.
Aluminum, plastic, steel:
Medium density plywood:
BB grade plyform:
Dimensional lumber:
2000 ft²/gal (49.2 m²/L)
1500 ft²/gal (36.9 m²/L)
1000 ft²/gal (24.6 m²/L)
1000 ft²/gal (24.6 m²/L)
MIXING
For best results, mix thoroughly before each use. Do not over
agitate or use high speed mixing equipment.
PLACING
For best results, spray application is recommended. Ezkote
Green may also be applied by roller coating, mopping or
brushing. For maximum performance, apply thin film to
formwork. Runs or puddles should be removed with a squeegee or soft rag.
STORAGE
Protect from freezing. Store material in an interior, cool, dry
place above 45°F (7°C). Shelf life is one year in original, unopened container.
CLEAN-UP
Clean tools and equipment with warm, soapy water.
Packaging: 5 gal (18.9 L) pail, 55 gal (207.9 L) drum
173
03 11 00 CONCRETE FORMING
Ezkote Green
US SPEC
Build Green
Multi-Use, Non-Petroleum, Reactive Form Release
LIMITATIONS
In addition to the limitations already mentioned, please
note the following. Ezkote Green is not recommended for
untreated masonite, untreated paper, aliphatic soluble form
liner or form surfaces that exceed 160°F (71°C). Ezkote Green
may react adversely when used on ABS form-liners in direct
sunlight. When using ABS form-liners we recommend
applying a test section in jobsite conditions and evaluating
for 24 hours. It is not for use as a bondbreaker or concrete
release agent for lift or tilt up concrete construction. Do not
over apply. Over application could cause excessive surface
dusting. Empty spray hose when product is not in use.
REGULATORY
Read and follow application information, precautions and
Material Safety Data Information.
HMIS
Health 0, Fire 1, Reactivity 0
VOC Content
0 g/L
CAUTION
Avoid contact with skin. Protective clothing is recommended. Contact areas should be thoroughly washed with soap
and water. Avoid contact with eyes. Protective goggles are
recommended in case of splashing. Flush eyes with water
if contact occurs. Avoid ingestion of material. If ingestion
occurs, contact a poison center or physician.
TECHNICAL SERVICE
US MIX Co.
112 South Santa Fe Drive
Denver, CO 80223
Tel: 303.778.7227 Fax: 303.722.8426
Web Site: www.usspec.com
NOTICE OF LIMITED WARRANTY US MIX Co. (manufacturer) warrants to buyer
that this product at the time and place of shipment is of good quality and conforms to
the manufacturer’s specifications in force on the date of manufacture when used in accordance with the instructions hereon. Manufacturer cannot warrant or guarantee any
particular method of use, application or performance of the product under any particular condition. This limited warranty cannot be extended or amended by manufacturer’s
sales, people, distributors or representatives or by any sales information, specifications
of anyone other than the manufacturer. Liability under this warranty is expressly
limited to refund of the purchase price.
LIMITATION OF WARRANTIES AND LIABILITY Buyer assumes all risks associated with the use of this product. Manufacturer expressly disclaims all warranties
expressed or implied including the warranties of merchantability and fitness for a
particular purpose and all other warranties otherwise arising by operation of the law,
course of dealing, custom, trade or otherwise. Buyer’s exclusive remedy if this product
is proven to be defective is limited to refund of purchase price by the manufacturer.
Refund shall only be available if the buyer notifies manufacturer in writing within
thirty days following discovery of any defect. Written notice shall be forwarded to US
MIX Co. at 112 South Santa Fe Drive, Denver, Colorado 80223. No claim can be made
twelve months after purchase of the product. Twelve months after the purchase manufacturer’s duties with respect to the product and limited warranty shall be presumed to
have been satisfied. Manufacturer in no event is liable for consequential damages.
174
May 2010
Spec 033000 2.1 F.
Chamfer Strip, Form Moldings
C
Wood Chamfer . . . for lasting impressions in a
Get a
sions
line o
Conc
on ev
you w
archit
CHAMFER STRIPS / CUTTERS
Wood Chamfer
Sylva
which
in ter
as ot
resist
. . . for lasting impressions in architectural concrete.
Wood Chamfer . . . for lasting impressions in architectural
concrete.
Get an edge
on the competition by providing lasting impressions in architectural concrete. Sylvan provides a complete
Get an edge line
on the
competition
providing
lasting impresof Chamfer
Strip,by
Keway,
Rustification,
and other
CHAMFER
STRIPS
/ CUTTERS
sions in architectural
Sylvanwhich
provides
a complete
Concreteconcrete.
Form Mouldings
create
customized
appeal
line of Chamfer
Strip, project.
Keway,InRustification,
and other merchandising,
on every
an era of “value-added”
youMouldings
will be ablewhich
to provide
your
customers appeal
with unique
Concrete Form
create
customized
Wood
Chamfer
.In
. . an
for era
lasting
impressions
in architectural
architectural
options
for any concrete
project.concrete.
on every
project.
of “value-added”
merchandising,
Get an
edge unique
on the competition by providing lasting impresyou will be able
to provide
your
customers
Sylvan’s
Chamfer
is produced
outwith
straight-grain
woodprovides a complete
sions
in of
architectural
concrete. Sylvan
architectural options
for any concrete
project.
line
of Chamfer Strip,
Keway, Rustification, and other
which demonstrates
precision
machining
characteristics
Woo
Concrete Form Mouldings which create customized appeal
in terms
of size, shape
and
surface
smoothness,
as well
on every project. In
an era of “value-added” merchandising,
Sylvan’s Chamfer
is produced
out of
straight-grain
wood
you willas
be able
to provide yourand
customers with unique
as other preferred attributes such
straightness
which demonstrates precision machiningarchitectural
characteristics
options for any concrete project.
resistance to splitting during nailing.
Sylvan’s Chamfer
produced out of straight-grain
wood & Reveal
in terms of size, shape and surface smoothness,
asis well
Plastic
Chamfer
which demonstrates precision machining characteristics
as other preferred
asarchitecturally
straightness
and
Woodattributes
Chamfersuch
Common
For
smooth
concrete as
that
inSizes
terms of size,
shape corners
and surfaceinsmoothness,
wellcomplement the
as other
such as such
straightness
and HDO, PSF or
smooth finish
ofpreferred
overlayattributes
form panels
as MDO,
®
A
B
C Form Panels. This plastic chamfer is
DURA-POUR
Plastic
Overlay
Wood Chamfer
Sizes
1/2"holds
0.7"
smooth,
a1/2"
straightCommon
line,
and
is easy to cut, nail, staple or glue.
Wood Chamfer Common Sizes
A
B
C
Poly-Comp
straight,
clean details for tilt-up
3/4" chamfer
3/4" also delivers
0.9"
1/2"
0.7"
A
B
C practically1/2"eliminating
applications
while
on-the-job
hassles.
1"
1"
1.4"
3/4"
3/4"
0.9"
sizes of Poly-Comp
Reveal
are
available
for direct-mill
1/2" Many
1/2"
0.7"
1"
1"
1.4"
1-1/2"
1-1/2"
2.1"
shipment by contacting Muller
1-1/2"Construction
1-1/2"
2.1"Supply.
3/4"
3/4"
0.9"
2"
2"
2.8"
2"
2"
2.8"
A
x
B
x
C
Length
Description
Part No.
1"
1"
1.4"
Plastic Chamfer & Reveal
8' & 10' 3/4" Poly Chamfer
CHM-75-75-110
1-1/2" 3/4"x3/4"x1.06"
1-1/2"
2.1"
For architecturally smooth corners in concrete that complement
the
1.06"x1.06"x1.5"
10'
1.06" “Double” Chamfer CHM-106-106-150
smooth finish of overlay form panels such as MDO,
or
2" HDO, PSF2"
2.8"
Chamfer Cutter
DURA-POUR® Plastic Overlay Form Panels. This plastic chamfer is
POLYsmooth,
CHAMFER
STRIP
holds a straight
line, and is easy to cut, nail, staple or glue.
POLY-COMP REVEAL STRIPS (RUSTIFICATION)
®
Plastic Chamfer & RevealPoly-Comp chamfer also delivers straight, clean details for tilt-up
®
applications
while practically
Poly-Comp® Reveal Strips (Rustification)
Poly-Comp
Chamfer,
in all ofeliminating
the belowon-the-job hassles.
Many
sizes smooth
of Poly-Comp
Reveal
are available
for direct-mill
are particularly effective and economical
sizes,
deliver
flawless
releases
for
shipment
by contacting
Mulleror
Construction
For architecturally
smooth
corners
in
concrete
that
complement
the
RUSTIFICATION
for tilt-up projects with very low
beveled corners,
panel joints,
details in Supply.
finish costs
for grinding,
cast-in-place
projects.
smooth finish of overlay
form
panelspatching
such and
as MDO, HDO,
PSF ortilt-up,A pre-cast
x B x C orLength
Description
Part No.
CHAMFER
sacking. The eye catching sizes and
miter joints
easily
with
®
8' & 10'are3/4"
Poly cut
Chamfer
CHM-75-75-110
DURA-POUR
Plastic
Overlay Form Panels. This plastic chamfer Compound
is 3/4"x3/4"x1.06"
™
shapes listed below are available for prompt shipment in
Sylvans
Miter-Jaws10'
Chamfer
cuttersChamfer
to
1.06"x1.06"x1.5"
1.06" “Double”
CHM-106-106-150
smooth,
holds
straight
and
is easy
to cut, nail, staple or glue.
distribution
centersaacross
Northline,
America.
Consult
with your
provide straight results and precision fits.
Sylvan Dealer for other custom sizes made from our
Sylvan is best known for its Miter
Poly-Comp
chamfer
also
delivers
straight,
clean details for tilt-up
Poly-Comp or R-W-F custom production.*
Jaws™ Chamfer Cutter Hand Tool,
applications while practically eliminating on-the-job hassles.
C
LF/ Bndl
Part No.
A
B
ManyA sizes Bof Poly-Comp
Reveal are
available for direct-mill
1/2"
1/2"
400
LF
RVL-A-50-100-50 Supply.1/4"
1/4"
shipment
by1"contacting
Muller
Construction
which combines the accuracy of a
C
3/8"
1"
2"
1/2"
400 LF
RVL-C-100-200-50
1/2"
1/2"
3/4"
1/2
3/4"
3/4"
400 LF
RVL-E-50-75-75
3/4"
3/4"
1.06"
Length300 LF Description
RVL-G-75-150-75
10'2003/4"
Chamfer
LF Poly
RVL-H-50-200-75
3/4"
8' &
3/4"
3/4"
2-1/4"
3/4"
1.06"x1.06"x1.5"
10'
200 LF
Part No.
1.06"
1.06"
CHM-75-75-110
2"
2"
ience of a hand tool. We also provide
*
1,000 LFaccessory
CHM-PC-025
items such as cutter holReplaceable Anvil
1,000 LFsters,
CHM-PC-050
replaceable blades and anvils.
Jaws™ is an industry favorite in
1,000 LFMiterCHM-PC-075
1-1/2"
500 LF
2-7/8"
200 LF
Cutter
Holster
trimming chamfer in concrete work.
CHM-PC-106*
CHM-PC-200
RVL-JK-75-225-75
Replaceable Anvil
Cutter
1.06" “Double”
Chamfer CHM-106-106-150
Grey Plasti-Flex chamfer (Part No CHM-HDPE-075) is specified for tighterHolster
radius
* Only 1/4" Poly-Comp® has been used for material radius work, while Sylvan’s 3/4"
2"
3-1/2"
3/4"
200 LF
RVL-N-200-350-75
4"
5-1/2"
3/4"
100 LF
RVL-R-400-550-75
diameters. 1.06" Double Chamfer is twice the size of full 3/4" chamfer, and is also
been interchangeably used as 1" chamfer as well.
and about 6-7 weeks for Poly-Comp; whereas
* Custom sizes generally require 3-4 weeks for R-W-F
Jaws™
Chamfer
Cutter
Hand Tool,
the above standard sizes are generally available for
prompt shipment,
subject to distribution
levels
miter box with the speed and convenience of a hand tool. We also provide
accessory items such as cutter holsters, replaceable blades and anvils.
Miter Jaws™ is an industry favorite in
98
LF/ Bndl miter box
Partwith
No.the speed and conven-
Stainless Steel Blades
Stainless Steel Blades
Direct Order Line 1-800-371-5225
2321-3-05
A3/4"
x B x1-1/2"
C
3/4"x3/4"x1.06"
1/2"
2"
Jaws™ Chamfer Cutter Hand Tool,
miter box with the speed and convenience of a hand tool. We also provide
accessory items such as cutter holsters, replaceable blades and anvils.
Miter Jaws™ is an industry favorite in
Spec 033000 2.6 C. 1 a.
INTERNATIONAL
WATERSTOPS FOR CONCRETE
Concrete structures are only as watertight as the waterstops that
join them. Greenstreak waterstops stop leaks before they start...
in the joints of concrete structures.
Since 1950, Greenstreak has served the general and architectural
concrete construction industry. Innovation, engineering and
quality craftsmanship are combined to produce products of choice
for the industry’s owners, designers and contractors.
Greenstreak maintains its position of industry leadership by
responding to the unique needs of our customers. Greenstreak’s
dedicated technical and customer service staffs are active
participants in the concrete industry to take advantage of the
latest technological advances, communicate with our market
and analyze trends.
Centrally located, Greenstreak products are readily available
through a dedicated network of Concrete Forming and
Accessory Distributors both nationally and internationally.
Typical Structures Requiring Waterstops Include:
■ Water and waste water treatment facilities
■ Primary and secondary containment structures
■ Tunnels and culverts
■ Dams, locks, canals, water reservoirs and aqueducts
■ Pipe penetrations
■ Swimming pools
■ Storage tanks
■ Retaining walls
■ Foundations
Hydroelectric and Flood
Control Projects
■ Slabs on grade
Water and Waste Water Treatment Plants
3400 Tree Court Industrial Boulevard, St. Louis, Missouri 63122
Phone: 800. 325-9504 or 636. 225-9400
Fax: 800. 551-5145 or 636. 225-2049
www.Greenstreak.com
Flexible solutions. Concrete performance.
C A L L G R E E N S T R E A K ’ S T E C H N I C A L S E R V I C E D E PA R T M E N T F O R A S S I S TA N C E W I T H
WATERSTOP BASIC USE
Embedded in concrete, across and/or along
the joint, waterstops form a watertight
diaphragm that prevents the passage of
fluid through the joint.
SUGGESTED WATERSTOP
DESIGN CHECKLIST
◆ Determine structure type
◆ Verify chemical containment
requirements (if any)
◆ Verify hydrostatic head pressure
requirements
◆ Determine joint type and joint
movement requirements
◆ Verify joinery details of dissimilar or
non-symmetrical waterstop profiles
(consider using one profile throughout
to simplify intersections)
◆ Specify ribbed profile for best water
sealing performance
◆ Specify type and size (by product
number, if possible)
◆ Specify factory fabrications of intersections and heat welded field butt joints
◆ Specify method for securing waterstop
in position (hog rings, grommets, etc.)
GREENSTREAK PVC Waterstop is
available in two grades:
—Specification Grade (-40°F/-40°C)
This is the most utilized grade for standard
construction projects. PVC Specification
Grade, the industry standard, is maintained
in stock.
Greenstreak PVC Waterstop
Physical Properties
PROPERTY
Tensile strength
Ultimate Elongation
Specific gravity
Stiffness in flexure
Hardness Shore A15
Low temperature
brittleness @-35°F
Water absorption
Tensile strength After
Accelerated extraction
Elongation After
Accelerated extraction
Alkali Resistance
• weight change
• hardness change
Tear resistance
TEST
Typical
Method
VALUE
ASTM D-638 2000 PSI Min.
ASTM D-638 300% Min.
ASTM D-792
1.39
ASTM D-747 600 PSI Min.
ASTM D-2240
80±3
ASTM D-746
ASTM D-570
Pass
.15% Max.
CRD-C-572
1850 PSI Min.
CRD-C-572
300% Min.
SBR AND NEOPRENE
RUBBER WATERSTOPS
CRD-C-572
.20% Max.
2 Pts. Max
395 lb./in.
Greenstreak offers SBR and Neoprene
waterstops for applications requiring the
physical properties of rubber.
*D624
Independent laboratory tests are available
for the following applicable standards:
◆ Corps of Engineers CRD-C572-74
◆ Bureau of Reclamation C902
British Standards Test Results
PVC WATERSTOP
◆ The industry standard
◆ Broadest design selection
◆ Formulated and compounded by
Greenstreak
◆ Manufactured by Greenstreak from
only prime resins and all virgin
raw materials
◆ Great inherent elasticity
◆ Resistant to many waterborne chemicals
◆ Heat weldable
◆ Will not discolor concrete or produce
electrolytic action
◆ Suitable for above or below grade
applications
2
—Arctic Grade (-58°F/-50°C)
PVC Waterstop is specially formulated to
retain its physical properties and performance in excessively cold environments.
Requirements available on order to meet:
◆ Ontario Hydro Standard M-264-81
◆ Canadian General Standards Board
41-GP-35M Type II
Greenstreak Rubber Waterstop
Physical Properties
Property
Tensile Strength
(PSI min)
Property
Test Method
Typical Value
Ultimate Tensile
Strength
BS2782
Method 320A
> 15.0 N/mm2
Ultimate
Elongation
BS2782
Method 320A
> 325%
Ultimate Elongation,
(% min)
Elastic Modulus
BS2782
Method 320A
> 8.0 N/mm2
Durometer, Shore A
(+/- 5)
Density
BS2782
Method 620A
1.38 +/- 5%
Hardness
(Shore A)
BS2782
Method 365B
79 +/- 3
Water Absortion
BS2782
Method 430A
> 0.1%
Tensile Strength @
300% Modulus
(PSI min)
Water Absorption,
7 Days
at 70°C % Weight
Change (% max)
Compression Set,
22 hr. @ 70°C
% of Original
Deflection (max)
Accelerated Aging,
96 hrs. @ 70°C
% of Tensile
Strength before
aging (min)
% of Elongation
before aging (min)
ASTM Styrene
High
Test Butadiene Tensile
Method (SBR) Neoprene*
D 412
2,500
2,500
D 412
1,150
1,150
D412
450
450
D2240
65
65
CRD-C575
5
15
D395
30
30
80
80
80
80
No
Cracks
No
Cracks
(Method B)
D572
Ozone Resistance,
7 Days at 50PPHM D1149
@ 38°C, 20% Elong.
*Provides maximum resistance to ozone, sewage, oil and solvents
M AT E R I A L T Y P E A N D D E S I G N S E L E C T I O N
TYPES OF CONCRETE JOINTS
Contraction (Control) Joint
Contraction joints are designed planes of weakness to control the
location of cracks due to shrinkage of concrete.
Expansion (Isolation) Joint
Expansion joints separate or isolate abutting concrete structures
(walls, slabs, footings columns) protecting them from compressive
Waterstop Applications
stresses that may develop due to thermal expansion, settlement,
creep, live load deflections, drying shrinkage or crush. Differential
movement at these joints can be both lateral and transverse.
Construction Joint
Construction joints are determined by interruptions in the placement of concrete.
Grout ribs stop the loss of fines at split
bulkhead (end shutter)
Eyelets on 30 cm centers each side. Eyelets off-set side
to side for easy wire tie to reinforcing.“Sure Form”
External for construction joint
wall-slab-wall
wall-to-slab
External for expansion joint
Internal for construction joint
Internal for expansion joint
External with crack inducer
for contraction joint
SWELLSTOP WATERSTOP
TM
A flexible butyl rubber and swellable clay
waterproofing compound that swells
upon contact with water to form a long
lasting compression seal in non-moving
concrete joints.
Swellstop
Swellstop
requires a 2”
minimum clear
coverage from
the face of the
concrete.
3
Please specify which size we should use.
RUBBER SHAPES
Neoprene Rubber
Styrene Butadiene Rubber (SBR)
918
902
STD. WT.
1.51 lbs/ft 2.25 Kg/m
9.5 9.5mm
3/8"
STD. WT.
1.30 lbs/ft 1.93 Kg/m
9.5 9.5mm
3/8"
3/4"
6"
152.4
152.4mm
6"
152.4
152.4mm
919
STD. WT.
903 STD. WT. 1.90 lbs/ft 2.83 Kg/m
2.20 lbs/ft 3.27 Kg/m
3/4"
19
19mm
3/8"
9.5
9.5mm
3/4"
19
19mm
19
19mm
Swellstop
594 STD. WT. 0.41 lbs/ft 0.61 Kg/m
3/4"
3/8"
19
19mm
9.5
9.5mm
7
7
9"
228.6
920
STD. WT.
904
1.22 lbs/ft 1.82 Kg/m
5/8"
15.9
15.9mm
1/4"
6.3
6.3mm
STD. WT.
3/4"
& 1-1/8"
OD
19 ID
ID
28.6
19mm
ID &
& 28.6
mmOD
OD
1/4"
6.3
6.3mm
6"
152.4
1"
25.4
25.4mm
STD. WT.
Lockstop
595 STD. WT. 0.48 lbs/ft 0.71 Kg/m
6"
152.4
906
1"
25.4
25.4mm
3/4" ID &1-1/2" OD
19
ID &
38.1
OD
19mm
ID &
38.1 OD
3/8"
25.4
1" 25.4mm
3/4"
1-1/8"
OD
19 ID
IDID &
&
28.6mmOD
19mm
& 28.6
OD
152.4mm
2.90 lbs/ft 4.32 Kg/m
9.5
9.5mm
19mm
1.05 lbs/ft 1.55 Kg/m
5/8"
15.9mm
15.9
152.4mm
921
3/4"
19
9"
228.6
228.6mm
228.6mm
STD. WT.
2.50 lbs/ft 3.70 Kg/m
3/8"
9.5
9.5mm
3/4"
19
3/4"
ID &
&1-1/2"
OD
19
ID
38.1
OD
19mm
ID &
38.1 OD
19mm
25.4
1" 25.4mm
9"
228.6
228.6mm
9"
228.6
228.6mm
S
Factory Fabricated Waterstop Intersections
7
7
PVC FABRICATIONS
PVC waterstop splices, directional
changes and intersections are critical
components of a quality installation.
Specifications requiring factory made
fabrications are strongly recommended.
Greenstreak can provide homogenous
directional changes and intersections,
leaving only the less difficult straight
splices to be welded in the field.
Flat “X”
Flat “T”
Flat “L”
S
Vertical “X”
Vertical “T”
Vertical “L”
Field Splicing Irons
◆ Easy to use for straight butt joint splicing
◆ Accommodates small and large size waterstops
◆ Teflon Pad prevents sticking
◆ Lightweight, easy to use
◆ Thermostatically controlled
◆ 110 VAC. (220 VAC. optional)
◆ Peel and stick covers (replaceable)
152
102
25
356
356
356
#297
#213
#214
152 mm heating bar
102 mm heating bar
25 mm heating bar
RUBBER FITTINGS
Splices, directional changes and
intersections are achieved with
premolded unions, fittings and
a rubber adhesive kit.
Rubber Unions (Vertical and Flat)
Vertical “T”
Vertical “X”
Vertical “L”
Union
Note: Adhesive available for bonding rubber intersections (unions).
66
Note: All dimensions in (mm) and dimensions are nominal and subject to manufacturing tolerances.
Spec 033000 2.6 C 2. a.
Apr. 2011
is a world renowned hydrophilic waterstop. Composed
of modiied chloroprene rubber protected with a special delay coating,
Hydrotite expands when exposed to water, creating an effective
compression seal within joints where limited movement will occur.
Hydrotite is used extensively in sealing concrete construction joints,
pipe penetrations, precast concrete segments, tunnel lining segments
and for repair of existing joints or retroit applications. Several shapes
and sizes are available.
SikaSwellA
(formerly Duroseal Gasket) and
upon contact with water to form a compression seal in nonmoving
concrete joints. SikaSwell A is a water-swelling acrylate-ester and Swellstop
is a lexible butyl rubber and swellable clay waterprooing compound.
As with all hydrophilic waterstops, these products are suggested for
applications where exposure to moisture is constant.
Swellstop
WATERSTOPS f o r c o n c r e t e
is a single component and self-sealing mastic
waterstop which bonds to concrete to prevent moisture
from penetrating nonmoving joints.
For 60 years, Greenstreak has been
the leading source for joint sealing
technologies and innovative products for
concrete. Offering a variety of solutions
across all categories of waterstops,
Greenstreak has the knowledge and
time tested products to meet the most
demanding applications.
Lockstop
Greenstreak offers
the world's number one injection
hose system.
Systems are available in two sizes and can deliver Portland Cement,
Microine Cement, or a variety of resins to seal cracks or voids in the joint area.
has a unique "re-injectable" design, which allows the hose to be cleaned. This key feature allows
for a complete maintenance program if leaks appear and future re-injections are required.
•
•
•
•
•
•
•
•
•
•
(formerly Duroject) is an injection hose for delivering cements or resins for
planned sealing of construction joints. It is for single injection applications. Greenstreak offers a
variety of injection materials for FUKO Injection Hose Systems.
LIMITED WARRANTY GREENSTREAK
F
S
B
P
B
GREENSTREAK S R
GREENSTREAK
T
GREENSTREAK
A
GREENSTREAK
GREENSTREAK
B
GREENSTREAK
B
When you specify Greenstreak, you are
specifying the irst name in waterstops
and the trusted source for superior
technical and customer service.
B
GREENSTREAK
GREENSTREAK L
W
Water/Waste Water Treatment Plants
Lock and Dam Systems
Reservoirs and Aqueducts
Flood Walls
Retaining Walls
Foundations
Tunnels and Culverts
Bridge Abutments
Containment Structures and Tanks
Slabs-on-Ground
A
T
GREENSTREAK
B
B
GREENSTREAK I
GREENSTREAK
L
GREENSTREAK
T
B
W
USA 800-325-9504
GREENSTREAK 800-325-9504
ChooseTheRightWaterstop Fabrications/SplicingIrons
Waterstop Basic Use
Flat Ell Tee and Cross Fabrications
Embedded in concrete, across and/or along the
joint, waterstops form a watertight diaphragm that
prevents the passage of liquid through the joint.
Greenstreak strongly recommends factory
fabricated transitions and intersections. Typical
fabrications for many of the most common shapes
are inventoried by Greenstreak and available to
meet construction schedules. Greenstreak can
provide customized fabrications to suit unusual
conigurations or a convergence of differing proiles.
Suggested Waterstop Design Checklist
◄ Verify chemical containment requirements, if any
◄ Verify hydrostatic head pressure requirements
◄ Determine joint type and joint movement requirements
◄ Specify material type for best water sealing performance
◄ Specify proile and size (by product number, if possible)
◄ Verify joinery details of dissimilar or asymmetric
waterstop proiles, if any (consider using one proile
throughout to simplify intersections)
◄ Specify factory fabrications and ittings for transitions
and intersections
◄ Specify appropriate method for securing waterstop
in position (see Greenstreak CSI-formatted product
speciications for additional guidance)
Vertical Ell Tee and Cross Fabrications
4 ½" x 14" Plate
P
P
C R
A
As noted, a quality waterstop installation requires quality
welds. Greenstreak Splicing Irons are speciically designed
for welding thermoplastic waterstop and are constructed of
the highest quality components for superior and long lasting
performance. No other means or methods can be used.
I
Selecting A Waterstop Shape
9" x 9" Plate
MOVEMENT JOINTS are typically designed to accommodate signiicant movement due
to drying shrinkage, temperature changes, settlement, creep, or live load delections. The
waterstop proile selected must have the ability to accommodate expected joint movement,
typically achieved through the use of a centerbulb, tear web, or other suitable waterstop
geometry designed to accommodate joint movement. Movement joints typically include
contraction joints, expansion joints, and isolation joints. The following proiles are suitable
for Movement joints:
Temperature controls are adjustable for various conditions
and products. Irons are typically120V operation, but 240V is
available for the 213 and 214 irons.
2" x 14" Plate
Ribbed with Centerbulb shapes are the most versatile type of
The 213 and 215 irons have an integral thermometer to
display the iron temperature for accurate welding. The
splicing iron should be large enough to melt the enire crosssection of the waterstop proile. All irons are supplied with
a telon coated cover necessary for welding. Replacement
covers are available for purchase.
waterstops available. The centerbulb accommodates lateral, transverse,
and shear movement. Larger centerbulbs will accommodate greater movement.
Tear Web shapes accommodate large movements. When joint movement
occurs, the tear web ruptures and allows the U-bulb to deform without
putting the material in tension.
Dumbbell with Centerbulb shapes accommodate lateral, transverse, and
shear movement. Larger centerbulbs will accommodate greater movement.
Consider using Ribbed with Centerbulb for better sealing characteristics.
Greenstreak's companion brand, Westec,® offers waterstop solutions for secondary
containment in petrochemical and industrial applications. Westec's Envirostop® TPER
(Thermoplastic Elastomeric Rubber) Waterstops resist a wide range of oils, solvents
and aggressive chemicals. Alcohols, ketones, glycols, esters and aqueous solutions of
acids, bases and salts have little effect on Westec TPER Waterstop.
TPER has excellent ozone resistance, low temperature lexibility, excellent high
temperature (up to 250° F) performance and is heat weldable. Westec TPER
Waterstop can also be deined as a Thermoplastic Valcanizate, TPV.
Westec's TPER Waterstop is Certiied to NSF/ANSI
Standard 61 for Drinking Water System Components
Base Seal with Tear Web shapes accommodate lateral, transverse, and shear
movement. Larger centerbulbs will accommodate greater movement. Base Seal
waterstops have some limitations with transitions and intersections.
2GREENSTREAK
800-325-9504 www.Greenstreak.com
11
Retrofit/SpecialApplications
NEW CONCRETE
S.S. BATTEN BAR
S.S. ANCHOR BOLT
EXISTING
CONCRETE
S p e c i f y G r e e n s t r e a k
NONMOVING JOINTS typically have 100% of the bonded steel reinforcement continuous through the joint,
and expose the waterstop to negligible or no movement. Flat waterstop proiles without a centerbulb or tear
web are suitable for nonmoving joints. Other waterstop materials may be considered for nonmoving joints as
well, such as strip-applied or injectable hose waterstops. Examples of waterstop proiles suitable for nonmoving
joints are as follows:
Flat Ribbed shapes are preferred for
nonmoving joints and provide the best
sealing characteristics.
EPOXY 7300
Dumbbell shapes are an alternate proile for
EXISTING
CONCRETE
NEW
CONCRETE
Retrofit waterstops seal joints where new
construction meets an existing structure and can
be suitable for working joints. Systems include
waterstop proile, stainless steel batten bars and
anchor bolts. Epoxy 7300 is sold separately.
nonmoving joints. Consider ribbed shapes for
better sealing characteristics.
EPOXY
7300
Base Seal is ideal for slab-on-grade joints or backilled walls and are easy to form.
S.S. ANCHOR BOLT
S.S. BATTEN BAR
Base Seal waterstops have some limitations with transitions and intersections.
Labyrinth is primarily used in vertical joints. Labyrinth shapes create a keyed joint
NEW CONCRETE
S.S. BATTEN BAR
S.S. ANCHOR BOLT
and do not require split bulkheads. Labyrinth can be dificult to use in horizontal
joints and there are some limitations with transitions and intersections.
EXISTING
CONCRETE
NEW
CONCRETE
Split Flange shapes can simplify forming. The split lange is opened and
EPOXY
7300
EXISTING
CONCRETE
EPOXY
7300
attached to the bulkhead for placement of the irst concrete element. After
stripping the bulkhead, the lange is closed and anchored for placement of
the adjoining element. Split waterstops are suitable for straight runs only.
Transitions and intersections are not practical with these proiles.
S.S. ANCHOR BOLT
S.S. BATTEN BAR
New Concrete
These shapes have been developed to meet unique requirements
of clients or other specifying groups. Consult a Greenstreak
engineer for more information or for special applications.
Existing Concrete
Waterstops for Retroit Applications seal joints where new construction meets an
existing structure and can be suitable for moving joints. Systems include stainless steel batten
bars and fasteners for anchoring to the existing structure with the aid of an epoxy gel.
Strip Applied Waterstops are adhered along concrete joints or
penetrations and encapsulated by a subsequent concrete placement.
Hydrotite is the state of the art for hydrophilic waterstop and
is a high-performance, chloroprene rubber material that expands
when exposed to moisture to create a compression seal within
and along the joint. For less critical applications, Greenstreak also
offers SikaSwell A and Swellstop expanding waterstops.
Product and Material Options
Greenstreak has the industry's most comprehensive collection of
waterstop products and solutions to meet the most demanding
applications. This catalog is primarily dedicated to PVC (polyvinyl
chloride) waterstops, but general information is included for
chemical resistant waterstops (TPER, PE, Stainless Steel), strip
applied waterstops (Hydrotite, SikaSwell A, Swellstop, Lockstop) and
for Fuko Injection Hose Systems. Complete catalogs and technical
data for each of these products are available in print or online.
10GREENSTREAKShapesaredrawntovaryingscales
CompleteCSI-FormattedProductSpeciicationsAreAvailable3
GreenstreakPVCWaterstop DumbbellSplitFlangeLabyrinth
Greenstreak, one of the irst manufacturers of polyvinyl chloride (PVC) waterstop, has formulated, compounded and
manufactured PVC waterstop for years. Greenstreak has the knowledge, experience and desire to provide the
highest quality joint sealing solutions and services available.
PVC is the industry standard for lexible waterstops, which are typically embedded across and along the joint. PVC
is the most versatile waterstop material, offering the broadest design selection and is accepted under the ACI 350
"Code Requirements for Environmental Engineering Concrete Structures". It has great inherent elasticity
and is resistant to many waterborne chemicals. It will not discolor concrete or produce electrolytic action.
Physical Properties
Installation Aids and Fabrications
All Greenstreak PVC waterstops are specially
formulated and manufactured to meet or exceed
industry standard product speciications.
PVC waterstops must be securely positioned in the
forms to prevent delection or misalignment during
concrete placement. This is achieved by tying off the
outer edge of the waterstop to adjacent reinforcing
steel. Greenstreak offers options to properly anchor
PVC waterstop, including:
• Punched Flanges - most ribbed shapes can be
provide with punched langes
• Grommets - select shapes can be provided with
brass grommets
• Hog Rings and Pliers - available
for ield application and suitable
for most shapes
G
PVC W
P
P
P
W
T
U
T
ASTM D
ASTM D
ASTM D
T
L
ASTM D
ASTM D
S
S
H
A
S
T
E
H
W
E
A
A
V
P
F
C
ASTM D
ASTM D
ASTM D
Hog Rings and Pliers
Virtually every concrete structure requiring a PVC
waterstop is going to encounter a joint that will
change direction or intersect with another joint. One
of the beneits PVC offers is the ability to heat weld
the material to create a continuous sealing diaphragm
within the joints of a concrete structure.
C
E
CRD C
Greenstreak conducts regular testing of materials.
Call Greenstreak for the latest test values.
Independent laboratory tests are available for the
following applicable standards:
◄ Corps of Engineers CRD-C 572-74
◄ Bureau of Reclamation
◄ CH2M HILL
◄ MWH
◄ Various State Highway and/or Public Works
Department Standards
Head Pressure Ratings are based
on parameters published in the
Corps of Engineers document,
Waterstops and Other Preformed
Joint Materials for Civil Works
Structures EM 1110-2-2101, dated
30 September 1995. Sample testing
conducted by Greenstreak on select
proiles has indicated a conservative
tendency in these ratings. That said,
the published Head Pressure Ratings
should be considered to be ultimate
values. An appropriate safety factor
should be applied to these values.
Waterstop failures are often the result of ield
fabricated transitions and intersections.
To avoid potential problems, Greenstreak strongly
recommends factory fabrications and maintains an
inventory of the most common fabrications to meet
the demands of a construction schedule.
Splicing irons are available in a variety of sizes for ield
welding lengths of PVC waterstop. More information
can be found on page 11.
Splicing Irons
Contact a Greenstreak engineer for
more information.
Test results conducted using British Standards are
also available. Consult a Greenstreak engineer for
more information.
Factory Fabrications
4GREENSTREAK
Shapesaredrawntovaryingscales 9
GreenstreakPVCWaterstop DumbbellSplitFlangeLabyrinth
Please specify which type to use.
Greenstreak, one of the irst manufacturers of polyvinyl chloride (PVC) waterstop, has formulated, compounded and
manufactured PVC waterstop for years. Greenstreak has the knowledge, experience and desire to provide the
highest quality joint sealing solutions and services available.
PVC is the industry standard for lexible waterstops, which are typically embedded across and along the joint. PVC
is the most versatile waterstop material, offering the broadest design selection and is accepted under the ACI 350
"Code Requirements for Environmental Engineering Concrete Structures". It has great inherent elasticity
and is resistant to many waterborne chemicals. It will not discolor concrete or produce electrolytic action.
STD. WT. 0.47 lbs/ft 0.70 Kg/m HEAD PRESS. 65' 194 KPa
3/16"
3/8"
4.8mm
9.5mm
STD. WT. .50 lbs/ft .74 Kg/m
3/16" 7.9mm ID & 11.4mm OD
4"
101.6mm
STD. WT. .76 lbs/ft 1.13 Kg/m HEAD PRESS. 100' 299 KPa
15/32"
3/16"
1/2” ID & 5/8" OD
3/16"
11.9mm
4.8mm
12.7mm ID & 15.9mm OD
4.8mm
3/32"
PVC W
P
P
P
W
T
U
T
ASTM D
ASTM D
ASTM D
T
L
ASTM D
ASTM D
S
S
H
A
S
T
E
H
W
E
A
A
V
P
F
C
ASTM D
ASTM D
ASTM D
3/16"
4.8mm
3/8"
9.5mm
6"
152.4mm
5/8"
1/4"
15.9mm
6.4mm
3.8” ID & 5/8" OD
9.5mm ID & 15.9mm OD
3/8"
9.5mm
Greenstreak conducts regular testing of materials.
Call Greenstreak for the latest test values.
Independent laboratory tests are available for the
following applicable standards:
◄ Corps of Engineers CRD-C 572-74
◄ Bureau of Reclamation
◄ CH2M HILL
◄ MWH
◄ Various State Highway and/or Public Works
Department Standards
Splicing irons are available in a variety of sizes for ield
welding lengths of PVC waterstop. More information
can be found on page 11.
2 5/16"
58.7mm
2.4mm
6"
1/4"
152.4mm
3/8"
9.5mm
1/4"
6"
152.4mm
3/4"
19.1mm
6.4mm
6.4mm
1 5/8"
41.3mm
3/16"
3/8"
4.8mm
9.5mm
6 1/4"
3/8” ID & 3/4" OD
1/8"
9.5mm ID & 19.1mm OD 3.2mm
158.8mm
9"
6"
152.4mm
3/16"
9/16"
14.3mm
3/8"
9.5mm
3/8” ID & 5/8" OD
3/4"
9.5mm
19.1mm
6 1/4"
158.8mm
A Note About Head Pressure
Ratings:
3/4” ID & 1 1/8" OD
3/8"
19.1mm ID & 28.6mm OD
3/16"
4.8mm
9.5mm
9"
9"
228.6mm
3/8"
1"
25.4mm
9.5mm
3/4"
19.1mm
6"
9"
152.4mm
228.6mm
3/4"
25.0mm
19.1mm
3/8"
9.5mm
9"
230.0mm
228.6mm
10.0mm
20.0mm
5.0mm
1”
3/4” ID & 1 1/2" OD
3/8"
25.4mm 9.5mm
250.0mm
19.1mm ID & 38.1mm OD
9"
228.6mm
13/16"
3/8"
Head Pressure Ratings are based
on parameters published in the
Corps of Engineers document,
Waterstops and Other Preformed
Joint Materials for Civil Works
Structures EM 1110-2-2101, dated
30 September 1995. Sample testing
conducted by Greenstreak on select
proiles has indicated a conservative
tendency in these ratings. That said,
the published Head Pressure Ratings
should be considered to be ultimate
values. An appropriate safety factor
should be applied to these values.
Contact a Greenstreak engineer for
more information.
20.6mm
9.5mm
63.5mm
4.8mm
9.5mm ID & 15.9mm OD
228.6mm
10.0mm
2 1/2"
3/16"
4.8mm
3/16"
9"
3/8"
3/8"
42.9mm
228.6mm
9.5mm
1 11/16"
228.6mm
EYELET
Test results conducted using British Standards are
also available. Consult a Greenstreak engineer for
more information.
4 7/16"
112.7mm
3/32"
Waterstop failures are often the result of ield
fabricated transitions and intersections.
To avoid potential problems, Greenstreak strongly
recommends factory fabrications and maintains an
inventory of the most common fabrications to meet
the demands of a construction schedule.
3/16"
4.8mm
4.8mm
9"
CRD C
13/16” ID & 1" OD
20.6mm ID & 25.4mm OD
3/16"
228.6mm
C
E
4 7/16"
112.7mm
6"
152.4mm
1 5/8"
41.3mm
3/16"
4.8mm
6"
152.4mm
4.8mm
Virtually every concrete structure requiring a PVC
waterstop is going to encounter a joint that will
change direction or intersect with another joint. One
of the beneits PVC offers is the ability to heat weld
the material to create a continuous sealing diaphragm
within the joints of a concrete structure.
1 3/16"
30.2mm
2.4mm
G
3 1/4"
82.6mm
101.4mm
HEAD PRESS. 25' 75 KPa
1 5/8"
41.3mm
3/16"
4.8mm
2.4mm
4"
127.2mm
PVC waterstops must be securely positioned in the
forms to prevent delection or misalignment during
concrete placement. This is achieved by tying off the
outer edge of the waterstop to adjacent reinforcing
steel. Greenstreak offers options to properly anchor
PVC waterstop, including:
• Punched Flanges - most ribbed shapes can be
provide with punched langes
• Grommets - select shapes can be provided with
brass grommets
• Hog Rings and Pliers - available
for ield application and suitable
for most shapes
STD. WT. .84 lbs/ft 1.25 Kg/m
1 3/16"
30.2mm
3/32"
4.8mm
5"
All Greenstreak PVC waterstops are specially
formulated and manufactured to meet or exceed
industry standard product speciications.
HEAD PRESS. 65' 194 KPa
5/16” ID & 7/16" OD
12”
304.8mm
4GREENSTREAK
Shapesaredrawntovaryingscales 9
ChooseTheRightWaterstop Fabrications/SplicingIrons
Flat Ell Tee and Cross Fabrications
Embedded in concrete, across and/or along the
joint, waterstops form a watertight diaphragm that
prevents the passage of liquid through the joint.
Typical PVC Fabrications
Greenstreak strongly recommends factory
fabricated transitions and intersections. Typical
fabrications for many of the most common shapes
are inventoried by Greenstreak and available to
meet construction schedules. Greenstreak can
provide customized fabrications to suit unusual
conigurations or a convergence of differing proiles.
◄ Verify chemical containment requirements, if any
◄ Verify hydrostatic head pressure requirements
◄ Determine joint type and joint movement requirements
◄ Specify material type for best water sealing performance
◄ Specify proile and size (by product number, if possible)
◄ Verify joinery details of dissimilar or asymmetric
waterstop proiles, if any (consider using one proile
throughout to simplify intersections)
◄ Specify factory fabrications and ittings for transitions
and intersections
◄ Specify appropriate method for securing waterstop
in position (see Greenstreak CSI-formatted product
speciications for additional guidance)
No. 213
4 ½" x 14" Plate
P
P
C R
A
I
Splicing Irons For Field Welding
As noted, a quality waterstop installation requires quality
welds. Greenstreak Splicing Irons are speciically designed
for welding thermoplastic waterstop and are constructed of
the highest quality components for superior and long lasting
performance. No other means or methods can be used.
No. 215
9" x 9" Plate
MOVEMENT JOINTS are typically designed to accommodate signiicant movement due
to drying shrinkage, temperature changes, settlement, creep, or live load delections. The
waterstop proile selected must have the ability to accommodate expected joint movement,
typically achieved through the use of a centerbulb, tear web, or other suitable waterstop
geometry designed to accommodate joint movement. Movement joints typically include
contraction joints, expansion joints, and isolation joints. The following proiles are suitable
for Movement joints:
shapes are the most versatile type of
waterstops available. The centerbulb accommodates lateral, transverse,
and shear movement. Larger centerbulbs will accommodate greater movement.
shapes accommodate large movements. When joint movement
occurs, the tear web ruptures and allows the U-bulb to deform without
putting the material in tension.
shapes accommodate lateral, transverse, and
shear movement. Larger centerbulbs will accommodate greater movement.
Consider using Ribbed with Centerbulb for better sealing characteristics.
shapes accommodate lateral, transverse, and shear
movement. Larger centerbulbs will accommodate greater movement. Base Seal
waterstops have some limitations with transitions and intersections.
2GREENSTREAK
Vertical Ell Tee and Cross Fabrications
Temperature controls are adjustable for various conditions
and products. Irons are typically120V operation, but 240V is
available for the 213 and 214 irons.
No. 214
2" x 14" Plate
The 213 and 215 irons have an integral thermometer to
display the iron temperature for accurate welding. The
splicing iron should be large enough to melt the enire crosssection of the waterstop proile. All irons are supplied with
a telon coated cover necessary for welding. Replacement
covers are available for purchase.
Chemical Resistant Waterstop
Greenstreak's companion brand, Westec,® offers waterstop solutions for secondary
containment in petrochemical and industrial applications. Westec's Envirostop® TPER
(Thermoplastic Elastomeric Rubber) Waterstops resist a wide range of oils, solvents
and aggressive chemicals. Alcohols, ketones, glycols, esters and aqueous solutions of
acids, bases and salts have little effect on Westec TPER Waterstop.
TPER has excellent ozone resistance, low temperature lexibility, excellent high
temperature (up to 250° F) performance and is heat weldable. Westec TPER
Waterstop can also be deined as a Thermoplastic Valcanizate, TPV.
Westec's TPER Waterstop is Certiied to NSF/ANSI
Standard 61 for Drinking Water System Components
Contact a Greenstreak engineer or visit www.Chemstop.com for more information.
11
Strip Applied Waterstops And Injection Hose Systems
Apr. 2011
HYDROTITE is a world renowned hydrophilic waterstop. Composed
of modiied chloroprene rubber protected with a special delay coating,
Hydrotite expands when exposed to water, creating an effective
compression seal within joints where limited movement will occur.
Hydrotite is used extensively in sealing concrete construction joints,
pipe penetrations, precast concrete segments, tunnel lining segments
and for repair of existing joints or retroit applications. Several shapes
and sizes are available.
SikaSwell A (formerly Duroseal Gasket) and SWELLSTOP
SikaSwellA
upon contact with water to form a compression seal in nonmoving
concrete joints. SikaSwell A is a water-swelling acrylate-ester and Swellstop
is a lexible butyl rubber and swellable clay waterprooing compound.
As with all hydrophilic waterstops, these products are suggested for
applications where exposure to moisture is constant.
Swellstop
WATERSTOPS f o r c o n c r e t e
LOCKSTOP is a single component and self-sealing mastic
For 60 years, Greenstreak has been
the leading source for joint sealing
technologies and innovative products for
concrete. Offering a variety of solutions
across all categories of waterstops,
Greenstreak has the knowledge and
time tested products to meet the most
demanding applications.
waterstop which bonds to concrete to prevent moisture
from penetrating nonmoving joints.
Lockstop
SikaSwell A, Swellstop, Lockstop and some Hydrotite
proiles are suitable for nonworking joints only.
Greenstreak offers FUKO VT INJECTION HOSE, the world's number one injection
hose system. FUKO VT Systems are available in two sizes and can deliver Portland Cement,
Microine Cement, or a variety of resins to seal cracks or voids in the joint area. FUKO VT
has a unique "re-injectable" design, which allows the hose to be cleaned. This key feature allows
for a complete maintenance program if leaks appear and future re-injections are required.
•
•
•
•
•
•
•
•
•
•
FUKO Eco 1 (formerly Duroject) is an injection hose for delivering cements or resins for
planned sealing of construction joints. It is for single injection applications. Greenstreak offers a
variety of injection materials for FUKO Injection Hose Systems.
LIMITED WARRANTY GREENSTREAK
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GREENSTREAK S R
GREENSTREAK
T
GREENSTREAK
A
GREENSTREAK
GREENSTREAK
B
GREENSTREAK
B
When you specify Greenstreak, you are
specifying the irst name in waterstops
and the trusted source for superior
technical and customer service.
B
GREENSTREAK
GREENSTREAK L
W
Water/Waste Water Treatment Plants
Lock and Dam Systems
Reservoirs and Aqueducts
Flood Walls
Retaining Walls
Foundations
Tunnels and Culverts
Bridge Abutments
Containment Structures and Tanks
Slabs-on-Ground
A
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GREENSTREAK
B
B
GREENSTREAK I
GREENSTREAK
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GREENSTREAK
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USA 800-325-9504
GREENSTREAK 800-325-9504
STEGO® WRAP 15-MIL
A “true” VAPOR BARRIER
ASTM E 1745 Class A-B-C Compliant
STEGO® WRAP 15-MIL
VAPOR BARRIER
FEATURES & BENEFITS
Unsurpassed Permeance
Characteristics
Life of the Building
Protection
Exceptional Tear and Puncture
Resistance
Easy, Reliable Installation
Competitively Priced
STEGO
WRAP
V A P O R
MOISTURE
B A R R I E R
FLOORING
CONCRETE SLAB
STEGO WRAP VAPOR BARRIER
SUBGRADE
LOW TEMPERATURE/HIGH HUMIDITY (100%) = HIGH PRESSURE
RADON GAS
MOISTURE
Regardless of the location of the water table, humidity below concrete slabs approximates 100%.
Typical below slab vapor pressure is more than twice that of building interiors at room temperature,
creating vapor drive from the substrate, up through the slab, and into the building.
T H E S T E G O® A D V A N T A G E S
SUPERIOR DEFENSE Against Floor Failures:
Experts say “[t]he need for a vapor barrier (as opposed to a vapor retarder) is becoming
increasingly clear.” Concrete Construction Magazine, August 2003, p.18.
Infiltration of moisture through concrete slabs is a major building defect liability.
Stego Wrap 15-mil Vapor Barrier has an extremely low water vapor transmission rate
(WVTR)(0.006 grains/ft2/hour) preventing water vapor, soil gases (i.e. Radon), alkaline
salts and soil sulfates from compromising the integrity of the building envelope and
leading to serious problems with the concrete slab, floor coverings and indoor air
quality. Stego Wrap 15-mil is the best protection against these costly failures.
MOLD PREVENTION:
Mold needs three things to survive: moisture, sustained temperature (between 50° and
122° F), and a food source (dust, drywall, etc.). In any given building environment,
contractors can only control one of these variables: moisture. Mold spores are present
in 100% of building interiors. If moisture is allowed into your building environment,
mold can and will grow. Toxic molds like Stachybotyrus can be fatal for nearly 5% of
people (Institute of Medicine 1993), and cause a variety of serious health problems
in others. Several recent well-publicized cases involving toxic mold have resulted in
multimillion-dollar insurance settlements. Many of the nation's leading Insurance
companies have severely limited or removed coverage for mold claims fearing that
these claims will bankrupt their companies. Now more than ever, it is critically
important that extra attention be paid to preventing the intrusion of moisture vapor
from your below-slab environment. Stego Wrap 15-mil Vapor Barrier offers the level of
protection that many architects are now seeking and is considered to be inexpensive
insurance against these costly failures.
LONGEVITY AND STRENGTH:
Stego Wrap 15-mil Vapor Barrier is NOT made with recycled materials and will not
disintegrate. Prime, virgin resins are the key. Molecules within Stego Wrap 15-mil
"interlock" to provide strength, durability and unprecedented resistance to moisture
vapor and radon gas. Stego Wrap 15-mil's puncture resistance is legendary. Stego
Wrap 15-mil will not tear, crack, flake, snag or puncture, even when 18,000 lb. laserscreed machines are driving directly across the barrier. (See the reverse side for Stego
Wrap 15-mil Vapor Barrier’s specifications)
Stego Industries LLC • 27442 Calle Arroyo, Suite A • San Juan Capistrano, CA 92675
Tel: 949-493-5460 • Fax: 949-493-5165 • WWW.STEGOINDUSTRIES.COM
© 1999 STEGO INDUSTRIES LLC., STEGO®, STEGO® WRAP, STEGO® TAPE and the Stego logo are trademarks of STEGO INDUSTRIES, LLC.
15
mil
represents a recent breakthrough in
state-of-the-art plastic extrusion
processes. By combining multi-layer
extrusion technology with our proven
trade secret blend of prime virgin
resins and additives, we at Stego
Industries have produced an ASTM E
1745 Class A polyolefin VAPOR
BARRIER. Stego's emphasis has
always been very low permeance (the
most important quality according to
industry experts). Our latest blend
continues to provide next to zero
permeance, while exceeding ASTM E
1745 Class A requirements for
puncture resistance and tensile
strength. All this comes with the same
competitive pricing our customers
have come to expect.
HIGH TEMPERATURE/LOW HUMIDITY = LOW PRESSURE
STEGO® WRAP 15-MIL SPECIFICATIONS
PROPERTIES
TEST METHOD
ASTM E 1745
Class A
Requirements
TEST RESULT
EXPLANATION
Permeance
ASTM E 96
0.3 perms
Puncture Resistance
ASTM D 1709
2200 grams
Method A 2700 grams
Method B 2445 grams
Resistant to puncturing from
construction abuse
Tensile Strength
ASTM D 882
45.6 lbf./in.
76.6 Ibf./in.
Will not tear easily
Chemical Resistance
ASTM E 154
Unaffected
Acids, alkali and fungi in soil or
trace chemicals will not
affect membrane
Life Expectancy
ASTM E 154
Indefinite
Will not deteriorate/decompose
below concrete slabs when buried
15 mils
Stronger, tougher and less
permeable than much
thicker membranes
0.012 perms
* 0.006 WVTR
Thickness
Very Impermeable
to Water Vapor
Roll Dimensions
14 ft. X 140 ft.
1,960 ft2/roll - allows for a
minimum of seams
Roll Weight
140 lbs.
Easy to unroll and install
All testing from “production” runs at labs independent of Stego Industries.
* WVTR water vapor transmission rate
INSTALLATION INSTRUCTIONS: (Based on ASTM E 1643)
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Rebar
®
Unroll Stego Wrap over the area where the slab is to be poured. Stego
Wrap should completely cover the pour area. Overlap seams 6
inches and tape using Stego Tape. All penetrations and
blockouts should be sealed using a combination of Stego
Wrap, Stego Tape and/or Stego Mastic. If the Stego Wrap
SUB
GRA
is damaged, cut a rectangular piece from the Stego Wrap
DE
roll, place over the damaged area, and tape around all
edges. Concrete may be poured directly on the barrier or a
sand/gravel base can be used.
STEGO
WRAP
V A P O R
STEGO® TAPE:
B A R R I E R
STEGO WRAP VAPOR BARRIER
STEGO WRAP RED POLYETHYLENE TAPE (4” x 180’/roll) is specially designed to seal
seams and penetrations on Stego Wrap installations. The rubber-based, pressure-sensitive
adhesive provides permanent bonding and quick-stick properties. The area to be bonded
should be free of dust, dirt and moisture. If properly installed Stego Tape will provide years
of continuous protection.
WARRANTY: STEGO INDUSTRIES,
LLC believes, to the best of its knowledge, that specifications and
recommendations herein are accurate and reliable. However, since site
conditions and installations are not within our control, STEGO
INDUSTRIES, LLC does not guarantee results from use of the information
provided and disclaims all liability from any loss or damage. NO
WARRANTY EXPRESS OR IMPLIED IS GIVEN AS TO THE
MERCHANTABILITY, FITNESS FOR PARTICULAR PURPOSE, OR
OTHERWISE WITH RESPECT TO THE PRODUCTS REFERRED TO.
®
DISTRIBUTED BY:
10/03
WWW.STEGOINDUSTRIES.COM
Stego Industries, LLC
•
27442 Calle Arroyo, Suite A
•
San Juan Capistrano, CA 92675 • TEL: 949-493-5460
•
FAX: 949-493-5165
DATA
STEGO
1. Product Name
Stego Wrap 15-mil
Class A Vapor Barrier
2. Manufacturer
San Juan Capistrano, CA 92675
Sales, Technical Assistance
Ph: (877) 464-7834
Fx: (949) 493-5165
www.stegoindustries.com
3. Product Description
USES: Stego Wrap 15-mil is used as
a true below-slab vapor barrier, and
as a protection course for below
grade waterproofing applications.
COMPOSITION: Stego Wrap 15-mil
Vapor Barrier is a multi-layer plastic
extrusion manufactured with only
the highest grade of prime, virgin,
polyolefin resins.
SIZE: Stego Wrap 15-mil comes in
rolls 14’ x 140’ or 1,960 ft2
WEIGHT: Stego Wrap 15-mil rolls
weigh approximately 141 lb.
4. Technical Data
APPLICABLE STANDARDS
American Society for Testing &
Materials (ASTM)
• ASTM E 1745 - Standard
Specification for Water Vapor
Retarders Used in Contact with
Soil or Granular Fill Under
Concrete Slabs
• ASTM D 882 - Test Methods for
Tensile Properties of Thin Plastic
Sheeting
• ASTM D 1709 - Test Methods for
Impact Resistance of Plastic Film
by Free-Falling Dart Method
• ASTM E 96 - Test Methods for
Water Vapor Transmission of
Materials
• ASTM E 154 - Test Methods for
Water Vapor Retarders Used in
Contact with Earth under
Concrete Slabs, on Walls, or as
Ground Cover
• ASTM E 631 - Terminology of
Building Constructions
Stego® Wrap 15-mil Class A
A “true” VAPOR BARRIER
STEGO INDUSTRIES, LLC
• ASTM F 1249 - Test Method for
Water Vapor Transmission Rate
Through Plastic Film and
Sheeting Using a Modulated
Infrared Sensor
• ASTM E 1643 - Standard Practice for
Installation of Water Vapor Retarders
Used in Contact with Earth or
Granular Fill Under Concrete Slabs
American Concrete Institute (ACI)
• ACI
302.1R-96
Minimum
Thickness (10-mils)
ENVIRONMENTAL FACTORS
Stego Wrap 15-mil can be used in
systems for the control of soil gases
(radon, methane), soil poisons
(oil by-products) and sulfates.
5. Installation
UNDERSLAB: Unroll Stego Wrap
15-mil Vapor Barrier over an
aggregate, sand or tamped earth
base. Overlap all seams a minimum
of 6” and tape using Stego Tape. All
penetrations must be sealed using a
combination of Stego Wrap, Stego
Tape and/or Stego Mastic.
VERTICAL WALL: Install Stego Wrap
15-mil Vapor Barrier over the
waterproofing membrane while still
tacky. Mechanically fasten Stego
Wrap to the wall at the top with
termination bar and concrete nails.
Drape Stego Wrap down across the
footer and under the french drain.
6. Availability & Cost
Stego Wrap 15-mil is available
Vapor Retarders
07260, 03300
nationally via building supply
distributors. For current cost
information, contact your local
Stego Wrap distributor or Stego
Industries’ sales department.
7. Warranty
Stego Industries, LLC believes to the
best of its knowledge, that
specifications and recommendations herein are accurate and
reliable. However, since site
conditions are not within its control,
Stego Industries does not guarantee
results from the use of the
information provided and disclaims
all liability from any loss or damage.
No warranty, express or implied, is
given as to the merchantability,
fitness for a particular purpose, or
otherwise with respect to the
products referred to.
8. Maintenance
None required.
9. Technical Services
Technical advice, custom CAD
drawings,
and
additional
information can be obtained by
contacting
Stego
Industries’
technical assistance department or
via the website:
10. Filing Systems
• SpecSource
• Stego Industries’ website
• MasterSpec
TABLE 1: PHYSICAL PROPERTIES OF STEGO WRAP 15-MIL VAPOR BARRIER
Property & Test
Underslab Vapor Retarders, ASTM E 1745 Class A
Water Vapor Permeance, ASTM E 96 & ASTM F 1249
Stego Wrap 15-Mil
Exceeds
0.012 perms (*0.006 WVTR)
Tensile Strength, ASTM D 882
76.6 lbf./in.
Puncture Resistance, ASTM D 1709
2445 grams
Chemical Resistance, ASTM E 154
Unaffected
Life Expectancy, ASTM E 154
* WVTR water vapor transmission rate
Indefinite
10/03
DATA
STEGO
1. Product Name
Stego Tape
2. Manufacturer
Ph: (877) 464-7834
Fx: (949) 493-5165
USES: Stego Tape is a low
permeance tape designed for
protective
sealing,
hanging,
seaming, splicing, and patching
applications where a highly
conformable material is required. It
has been engineered to bond
specifically to Stego Wrap 10-mil
and 15-mil, making it ideal for
sealing Stego Wrap seams and
penetrations.
COMPOSITION: Stego Tape is
composed of a high-density
polyethylene film and a rubberbased, pressure-sensitive adhesive.
SIZE: Stego Tape comes in 4” wide,
180 ft. long rolls. Stego Tape ships
12 rolls in a case.
4. Technical Data
American Society for Testing &
Materials (ASTM)
• ASTM D 1000 Standard Test
Method for Pressure-Sensitive
Adhesive-Coated Tapes Used for
Electrical
and
Electronic
Applications
• ASTM E 1643 - Standard Practice for
Installation of Water Vapor Retarders
Used in Contact with Earth or
Granular Fill Under Concrete Slabs
5. Installation
SEAMS:
Overlap Stego Wrap 6 inches and
seal with Stego Tape. Make sure the
area of adhesion is free from dust,
dirt and moisture to allow maximum
adhesion of the pressure sensitive
tape.
Stego® Tape
PIPE BOOTS:
1) Cut a piece of Stego Wrap.
Width: minimum 12”
Length: 1 1/2 times the pipe
circumference
2) With scissors, cut slits half the
width of the film.
3) Wrap boot around pipe and tape
onto pipe, completely taping
the base to Stego Wrap using
Stego Tape.
Stego Tape should be installed
above 40 °F
Note: See Stego’s installation
instructions for complete
instructions and detailed drawings.
Each user should make their own
tests to determine the products
suitability for their own intended use
and shall assume all risks and
liability in connection therewith.
Vapor Retarders
07260, 03300
7. Warranty
specifications and recommendations herein are accurate and
reliable. However, since site
conditions are not within its control,
Stego Industries does not guarantee
results from the use of the
information provided and disclaims
all liability from any loss or damage.
No warranty, express or implied, is
given as to the merchantability,
fitness for a particular purpose, or
otherwise with respect to the
products referred to.
8. Maintenance
None required.
drawings,
and
additional
information can be obtained by
contacting Stego Industries’
technical assistance department or
by
visiting
the
website:
10. Filing Systems
Stego Tape is available nationally via
building supply distributors. For
current cost information, contact
your local Stego distributor or Stego
TABLE 1: PHYSICAL PROPERTIES OF STEGO TAPE
Property
Total Thickness
Permeance
Tensile Strength
Elongation (at break)
Adhesion
Ultraviolet Resistance
Stego Tape
8 mils
0.23 perms
25 lbs./in. width
80%
35-oz./in. width
Excellent
10/03
DATA
STEGO
1. Product Name
Stego Mastic
2. Manufacturer
Ph: (877) 464-7834
Fx: (949) 493-5165
USES: Stego Mastic is designed to be
used as a waterproofing and vapor
retardant membrane for use in
conjunction with Stego Wrap 10-mil
and 15-mil Vapor Retarder/Barrier.
Stego Mastic can be used as an
alternate
to
boots
for
pipe
penetrations in Stego Wrap Vapor
Barrier. Stego Mastic can also be
used as a primary waterproofing for
below grade walls.
COMPOSITION: Stego Mastic is a
medium-viscosity,
water-based,
polymer-modified anionic bituminous/asphalt emulsion, which exhibits
bonding, elongation and waterproofing characteristics.
SIZE: Stego Mastic comes in 5 gallon
buckets.
4. Technical Data
American Society for Testing and
Materials (ASTM)
• ASTM 412
• ASTM E 154 Standard Test Methods
for Water Vapor Retarders Used in
Contact with Earth Under Concrete
Slabs, on Walls, or as Ground
Cover
• ASTM G 23 Practice for Operating
Light-Exposure
Apparatus
(Carbon-Arc Type) With and
Without Water for Exposure of
Nonmetallic Materials (Withdrawn
2000)
• ASTM E 96 Standard Test Methods
for Water Vapor Transmission of
Materials
Methods for Coated Fabrics
Method for Determining Gas
Permeability Characteristics of
Plastic Film and Sheeting
Stego® Mastic
Vapor Retarders
07260, 03300
• ASTM C 836 Standard Specification
for High Solids Content, Cold
Liquid-Applied Elastomeric Waterproofing Membrane for Use with
Separate Wearing Course.
• ASTM E 1643 Standard Practice for
Installation of Water Vapor
Retarders Used in Contact with
Earth or Granular Fill Under
Concrete Slabs.
CLEANING
Clean all tools with kerosene and/or
oil-based cleaners.
5. Installation
7. Warranty
PREPARATION
• A test application simulating the
project environment should always
be done prior to final usage of
Stego Mastic.
• All Surfaces should be dry and free
of loose materials, oils and other
contaminants. The surfaces should
be cleaned in the same fashion as
the test surface in order to ensure
proper results.
• Store above 40°F
PENETRATIONS
For small pipe and rebar penetrations
in Stego Wrap Vapor Barrier cut Stego
Wrap just big enough for the penetration. Liberally apply Stego Mastic
around the penetration to keep the
integrity of the membrane intact.
Stego Mastic can be applied by brush,
roller, or sprayer.
NOTE: 1: For larger penetrations or
wide cut-outs of Stego Wrap, use
Stego Wrap and Stego Red Polyethylene Tape to construct boots.
2: Solvent-based products should not
be applied over this product.
specifications and recommendations
herein are accurate and reliable.
However, since site conditions are not
within its control, Stego Industries
does not guarantee results from the
use of the information provided and
disclaims all liability from any loss or
damage. No warranty, express or
implied, is given as to the merchantability, fitness for a particular
purpose, or otherwise with respect to
the products referred to.
Stego Mastic is available nationally via
building supply distributors. For
current cost information, contact your
local Stego distributor or Stego
8. Maintenance
None required.
drawings, and additional information
can be obtained by contacting Stego
Industries’ technical assistance
department or by visiting the website:
10. Filing Systems
TABLE 1: PHYSICAL PROPERTIES OF STEGO MASTIC
Property and Test
Tensile, ASTM 412
Resistance to Decay, ASTM E 154
Accelerated Aging, ASTM G 23
Permeance, ASTM E 96
Hydrostatic Water Pressure, ASTM D 751
Methane Transmission Rate, ASTM D 1434
Adhesion to Concrete & Masonry, ASTM C 836
Hardness, ASTM C 836
Crack Bridging, ASTM C 836
Low Temp Flexibility, ASTM C 836
Resistance to Acids:
Acetic
Sulfuric and Hydrochloric
Temperature Effect:
Stable
Flexible
Stego Mastic
32 psi / 3860%
9% perm loss
No Effect
0.17 Perms
28 psi
0
7 lbf./in.
85
No Cracking
No Cracking at -20°C
30%
15%
248°F
13°F
10/03
STEGO
INDUSTRIES, LLC
INSTALLATION INSTRUCTIONS
STEGO® WRAP VAPOR BARRIER /RETARDER
IMPORTANT: Please read these installation instructions completely, prior to beginning any Stego Wrap
installation to ensure suitable use of the product. The following installation instructions are based on
ASTM E 1643 - Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth
or Granular Fill Under Concrete Slabs.
UNDER-SLAB INSTRUCTIONS:
1. Stego Wrap can be installed over an aggregate, sand or tamped earth base. It is not necessary to
have a perfectly smooth 1” to 3” sand base, as Stego Wrap is tough enough to withstand rugged
construction environments.
2. Unroll Stego Wrap over the area where the slab is to be poured. Stego Wrap should completely
cover the pour area. All joints/seams both lateral and butt should be overlapped six inches and taped
using Stego Tape.
NOTE: The area of adhesion should be free from dust, dirt and moisture to allow maximum adhesion
of the pressure sensitive tape.
3. The most efficient installation methodology includes placing Stego Wrap on top of the footing and
against the vertical wall. Stego Wrap will then be sandwiched between the footing, vertical wall and
poured concrete floor. (See Figure #1). This placement will help protect the concrete slab from
external moisture sources after the slab has been poured.
4. IMPORTANT: ALL PENETRATIONS MUST BE SEALED. All pipe, ducting, rebar, wire penetrations
and blockouts should be sealed using Stego Wrap, Stego Tape and/or Stego Mastic. Individual pipe
penetrations should be sealed using a pipe boot constructed of Stego Wrap and Stego Tape (see
figure #2 Pipe Penetration Detail). Multiple pipe penetrations in close proximity and very small pipes
may be sealed using Stego Wrap and Stego Mastic for ease of installation (see figure #2 Alternate
Pipe Penetration).
Pg 1
5. In the event that Stego Wrap is damaged during or after installation, repairs must be made. Cut a
piece of Stego Wrap large enough to cover any damage by a minimum overlap of six inches in all
directions. Clean all adhesion areas of dust, dirt and moisture. Tape down all edges using Stego
Tape. (See Figure #2).
6. Many vapor retarder manufacturers recommend a 3-inch to 6-inch layer of fine washed gravel or
sand (cushion layer) on top of the retarder before the pour to guard against the possibility of damage
due to the placement of reinforcement and concrete. This is permissible, but not a necessity with
Stego Wrap. Stego Wrap is strong enough to withstand normal construction traffic without a
protective layer. In fact, ACI guidelines and many flooring companies recommend placement of the
concrete slab directly on the vapor barrier/retarder. This eliminates the potential for water to be
trapped in the blotter layer and ultimately resurfacing through the slab adversely effecting the
flooring system.
NOTE: There are well-publicized pros and cons regarding different approaches to vapor barrier
placement. Consult local building codes and regulations and ACI guidelines along with the design or
architectural firm’s recommendations before proceeding.
REMEMBER: If damaged, Stego Wrap must be repaired using the techniques outlined above.
VERTICAL WALL INSTRUCTIONS:
1. Install an approved waterproofing membrane according to the manufacturer’s installation
instructions. This may include sheet goods, or liquid applied membranes be they roll, brush or spray.
2. While the membrane is still tacky, install Stego Wrap as a protective course/vapor barrier over the
applied waterproofing membrane. Using a termination bar with concrete nails at the termination of
the waterproofing membrane is advisable in some applications. (See Figure #1).
3. Supervised care must be taken during back filling against the material so that it is not damaged or
punctured. If damage occurs, patch using the techniques outlined above.
WARNING: Any untreated punctures, tears or damage during back filling will greatly reduce the
effectiveness of Stego Wrap as a protection course/vapor barrier.
Pg 2
10/03
STEGO® MASTIC
FIGURE ONE
GRADE
BLOWN NAIL
TERMINATION BAR
STEGO® TAPE
WATERPROOFING
MEMBRANE
POURED CONCRETE WALL
PROTECTION COURSE
AND/OR VAPOR BARRIER
CONCRETE SLAB
SAND OR FINE
AGGREGATE BASE
(OPTIONAL)
DRAINAGE SYSTEM
VAPOR BARRIER
AGGREGATE
FOOTER
WATER STOPS
SUBGRADE
Pg 3
FIGURE TWO
All patches must cover damaged area by 6" on all sides.
PIPE PENETRATION
DAMAGED AREA
Side View
STEGO® TAPE
Completely Tape
All Slits
PIPE PENETRATION
CONSTRUCTING A PIPE BOOT FROM STEGO WRAP
BLOCKOUT
PIPE PENETRATION ALTERNATE
Side View
S3
S4
STEGO® MASTIC
S2
1/2S1
Width: Minimum 12"
Length: 11/2 times the pipe circumference
2) With scissors, cut slits half the width of the film.
3) Wrap boot around pipe as shown; tape onto pipe
and completely taping the base to Stego Wrap barrier
using Stego Tape.
11/2 Times Pipe
Circumference
S1
Completely Fill all Voids
Side View
11/8 Times
Blockout Perimeter
12"
Minimum
S1
S2
S3
S4
1/2S1
12"
Minimum
Cut 1/2
of Width
Cut 1/2
of Width
at corners
BLOCKOUT
CONSTRUCTING A BLOCKOUT BOOT FROM STEGO WRAP
Width: Minimum 12"
Length: 11/8 times perimeter of blockout
• (S1 + S2 + S3 +S4 + 1/2 S1)
2) With scissors, cut flaps half the width of the film
at the corners of each side of the blockout.
3) Wrap the boot around the blockout as shown;
tape the overlap, tape the film onto the top of
the blockout and completely tape the flaps to
Stego Wrap barrier using Stego Tape.
PIPE PENETRATION ALTERNATE
USING STEGO MASTIC TO SEAL PIPES
1) Cut out a small area around pipes.
2) Cut a patch of Stego Wrap extending at least 6" past the cut out in all directions.
3) Cut X's or small circles in the patch and install over pipes.
4) Overlap at least 6" and tape with Stego Tape.
5) Build up 40-60 mils of mastic, or as needed to completely
fill all voids between the pipe and Stego Wrap.
6) Allow 24 hours for maximum cure before concrete pour.
10/03
Pg 4
Spec 033000 2.8 A. 1. b.
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Aquafilm
Evaporation Retardant
Description
evaporation retardant during dry-shake
Aquafilm is a ready to use water based evaporation retardant for hardener applications, one or more
concrete flatwork. Aquafilm reduces surface moisture evapora- applications may be required to prevent
tion in rapid-drying conditions (high temperature - low humidity - premature drying.
wind - direct sun). V.O.C. compliant.
Manufacturer
Conspec
636 S. 66th Terrace
Kansas City, Kansas 66111
Customer Service (800) 348-7351
Technical Service (877) CONSPEC
• Effective for both interior and
exterior flatwork
• Will not inhibit bonding of cures
coatings nor alter the final color of the
concrete
• Helps prevent crusting in cold
weather concreting applications using
heaters
Use
Aquafilm, when applied over fresh
concrete, creates a monomolecular film
retarding the moisture loss from the
concrete surface, allowing time for proper
finishing and help in preventing plastic
shrinkage of the concrete slab.
Benefits
• Ready to use formulation - no mixing
• Retains needed surface moisture in
concrete slabs
• Helps prevent plastic shrinkage cracks
• Reduces crusting and stickiness,
allowing easier troweling of the concrete
surface
• Promotes higher strength, more
durable concrete by allowing lower slump
concrete without the need for additional
mix water to combat evaporation
• Allows additional time, when applying
surface hardeners, to properly finish and
later cure the slab
• Allows easier finishing of polymer,
fiber reinforced, or silica fume modified
concrete or mortar mixes
Aquafilm should be applied under
normal weather conditions at the rate of
150 - 250 sq. ft./gal. (3.7-6.2 m2/L). As
drying conditions or wind become more
severe, increase the amount of material
used to 50-100 sq.ft./gal.(1.2-2.5 m2/L).
Do not over apply.
Packaging
Architectural Specifications
Evaporation Retardant: The use of a
pigmented monomolecular evaporation
retardant is required under rapid-drying
conditions (direct sun - wind - low
humidity) to retain surface moisture and
facilitate finishing.
Approved product: Conspec Aquafilm
or approved equal.
Product must be used in strict accordance with the manufacturer's recommendation.
Applicable Standard
As recommended by ACI 302: "Evaporation Retardant/Monomolecular Film"
Application
Agitate prior to using. On freshly
placed concrete, Aquafilm should be
spray-applied immediately after
screeding or bullfloating to prevent
plastic shrinkage. When used as an
55 gallon drums (208.2 L)
5 gallon pails (18.9 L)
1 gallon jugs (4 to a case)(3.8 L)
Limitations/Precautions
Aquafilm is not a curing compound.
Proper curing methods must be used to
assure quality concrete. Do not allow
Aquafilm to freeze. Thawed material
will not go back into solution. Aquafilm
is effective only when concrete is in the
plastic state and must be used before
final finishing begins. Immediately wipe
up any Aquafilm spilled on hardened
concrete. Aquafilm is formulated with
a fugitive dye to allow easy monitoring
of application immediately after
concrete placement. Aquafilm, if
allowed to dry on hardened concrete,
may stain and must be removed with
Conspec Conclean 5000.
Keep out of reach of children. Do not
take internally. Avoid prolonged
contact with skin. If swallowed, call
physician. Wear rubber gloves, goggles
and protective clothing.
CONSPEC Marketing & Manufacturing Co. • 636 S. 66th Terrace • Kansas City, KS 66111 • 913-287-1700 • 800-348-7351
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Recommended safety equipment:
Rubber gloves, goggles and protective
clothing.
Avoid hazards by following all precautions found in the Material Safety Data
Sheet (MSDS), product labels and
technical literature. Please read this
information prior to using the product.
V.O.C. Content
Less than 350 g/l. Complies with
Federal V.O.C. standards for Curing
Compounds. Do not thin or dilute.
Warranty
Conspec warrants, for 12 months from the
date of manufacture or for the duration of
the published product shelf life, whichever
is less, that at the time of shipment by
Conspec, the product is free of manufacturing defects and conforms to Conspec’s
published specifications in force on the date
of acceptance by Conspec of the order.
Conspec shall only be liable under this
warranty if the material has been applied,
used, and stored in accordance with
Conspec’s instructions in this technical data
sheet. The purchaser must examine the
product when received and promptly notify
Conspec in writing of any non-conformity
before the product is used, or no later than
30 days after such non-conformity is first
discovered. If Conspec, in its sole discretion, determines that the product breached
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the above warranty, it will, in its sole
discretion, replace the non-conforming
product, refund the purchase price or issue a
credit in the amount of the purchase price.
This is the sole and exclusive remedy for
breach of this warranty. Only a Conspec
officer is authorized to modify this warranty.
The sales information on the Conspec
website and received by the customer during
the sales process does not supersede this
warranty and the specifications of the
product in force on the date of sale. THE
FOREGOING WARRANTY SHALL BE
EXCLUSIVE AND IN LIEU OF ANY
OTHER WARRANTY, EXPRESS OR
IMPLIED, INCLUDING WARRANTIES
OF MERCHANTABILITY AND FITNESS
FOR A PARTICULAR PURPOSE AND
ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF
LAW, COURSE OF DEALING, CUSTOM,
TRADE OR OTHERWISE.
Limitation of Liability
Conspec shall not be liable in contract or in
tort (including, without limitation, negligence, strict liability or otherwise) for loss
of sales, revenues or profits; cost of capital
or funds; business interruption or cost of
downtime, loss of use, damage to or loss of
use of other property (real or personal);
failure to realize expected savings; frustration of economic or business expectations;
claims by third parties (other than for bodily
injury), or economic losses of any kind; or
for any special, incidental, indirect,
consequential, punitive or exemplary
damages arising in any way out of the
performance of, or failure to perform, this
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Agreement, even if Conspec could foresee or
has been advised of the possibility of such
damages. The Parties expressly agree that
these limitations on damages are allocations
of risk constituting, in part, the consideration for this agreement, and also that such
limitations shall survive the determination of
any court of competent jurisdiction that any
remedy provided in these terms or available
at law fails of its essential purpose.
Storage
Aquafilm should be stored in tightly
sealed original factory containers. Store
in horizontal position to prevent
moisture accumulation on the drum
head. Protect from freezing.
Technical Services
Complete technical and specification
services are available from the manufacturer and their authorized representatives and distributors.
Filing System
Additional literature and the Material
Safety Data Sheet can be obtained from
Conspec request.
001100010001
CONSPEC Marketing & Manufacturing Co. • 636 S. 66th Terrace • Kansas City, KS 66111 • 913-287-1700 • 800-348-7351
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Spec 033000 2.8 A. 1. e.
PRODUCT DATA
3
03 39 00 Concrete
Curing
CONFILM®
Evaporation reducer
Description
Features
Benefits
Confilm® evaporation reducer helps
produce high-quality concrete flatwork
and reduces surface-moisture
evaporation. It is especially effective in
rapid-drying conditions, such as high
concrete-surface or ambient
temperatures, low humidity, high
winds, direct sunlight, or work in
heated interiors during cold weather.
• Does not affect the cement hydration process
Does not alter concrete strength (early and
ultimate), abrasion resistance, and durability
• Eliminates or reduces crusting, stickiness,
and underlying sponginess
Helps prevent unevenness and poor surface
texture
• Allows lower slump and lower water
content in concrete
Facilitates proper hydration of high-strength mixes
• Reduces surface moisture evaporation
approximately 80% in wind and approximately
40% in sunlight
Reduces plastic shrinkage cracking and
wind crusting
Yield
• Facilitates the use of air-entrained concrete
Makes air entrainment possible in rapid-drying
conditions
• Surfaces remain plastic
Allows for longer working time in hot, dry, or windy
conditions; timing of finishing is less critical,
reducing overall cost
Where to Use
3. Confilm® forms a monomolecular film when
sprayed onto the concrete surface immediately after
screeding or between finishing operations
(as needed). The protective shield of Confilm® usually
lasts as long as the concrete remains plastic, despite
succeeding floating operations. When applying
surface hardeners, use Confilm® after screeding
when applying surface hardeners using the delayed
application method. When applying surface
hardeners using the early application method, apply
only after the specified quantity of dry shake has
been incorporated into the concrete by floating and
after the first floating operation, if necessary.
One gallon (3.8 L) of Confilm®
mixed with nine gallons (34.1 L)
of water yields 10 gallons (37.9 L)
of sprayable solution. This diluted
amount of Confilm® (1 to 9)
should cover 2,000 – 4,000 ft2
(186 – 372 m2) of fresh concrete.
APPLICATION
If more than one application is being
applied, e.g., in adverse drying
conditions, the required quantity will
increase accordingly.
• Concrete surfaces where the evaporation rate
exceeds the bleed rate
Packaging
• Silica-fume concrete
1 gallon (3.8 L) cans
• Air-entrained and non-air-entrained concrete
• Concrete containing fly ash
5 gallon (18.9 L) pails
LOCATION
55 gallon (208 L) drums
• Horizontal and vertical surfaces
Shelf Life
• Interior or exterior
1 year when properly stored
Storage
Store in unopened containers in a
clean, dry area between 40 and 90° F
(4 and 32° C). Keep from freezing.
How to Apply
Application
1. Agitate Confilm® before mixing with water.
Depending on the application, mix Confilm® at a ratio
of up to 1 part Confilm® concentrate to 9 parts water.
Re-agitate mixed materials before applying.
4. Treated surfaces are easily distinguished from
untreated surfaces because of the greenish-yellow
color of the film in the presence of moisture and
light. The fluorescent tint of the film disappears
completely upon drying. The residue remaining on
the surface of hardened concrete does not impair
bonding or alter color.
2. Apply with a constant-pressure or industrial
sprayer.
Protection and Repair
MBT PROTECTION & REPAIR PRODUCT DATA
CONFILM®
For Best Performance
Health and Safety
®
• Do not apply Confilm as a final finishing aid. Do
not work Confilm® into the concrete surface.
CONFILM®
• Confilm® evaporation reducer is not a curing
agent. Concrete treated with this product must
still be cured.
Confilm® contains no hazrdous chemicals as defined
by 29 CFR 1910.1200 or WHMIS.
• BASF is not responsible for compatibility or
results when Confilm® evaporation reducer is
used with other manufacturers’ products.
May cause skin, eye or respiratory irritation.
Ingestion may cause irritation.
• Confilm® reduces evaporation only while concrete
is plastic. It is not a substitute for early curing of
hardened concrete, nor does it alter the
effectiveness of membrane curing compounds.
• Protect Confilm® from freezing. Extreme cold may
cause segregation, from which the product
cannot be reconstituted.
• Do not allow any spills or residue of Confilm®
concentrate to dry on the surface of hardened
concrete. Wipe it up immediately, then rinse the
surface with water. If the concentrate residue
dries on hardened concrete, a reddish-brown
stain may appear.
• For a detailed technical discussion about the
action of monomolecular films typified by
Confilm®, refer to the Journal of the American
Concrete Institute, Volume 62, pp. 977 - 985.
• The following ACI documents recommend
monomolecular films to prevent rapid drying of
fresh concrete: ACI 302.1R, “Guide for Concrete
Floor and Slab Construction”; ACI 305R, “Hot
Weather Concreting”; ACI 308, “Standard
Practice for Curing Concrete”; and ACI 345R,
“Guide for Concrete Highway Bridge Deck
Construction.”
• Make certain the most current versions of
product data sheet and MSDS are being used;
call Customer Service (1-800-433-9517) to
verify the most current version.
• Proper application is the responsibility of
the user. Field visits by BASF personnel
are for the purpose of making technical
recommendations only and not for supervising
or providing quality control on the jobsite.
BASF Construction Chemicals, LLC –
Building Systems
889 Valley Park Drive
Shakopee, MN, 55379
www.BuildingSystems.BASF.com
Customer Service 800-433-9517
Technical Service 800-243-6739
Caution
Risks
Precautions
KEEP OUT OF THE REACH OF CHILDREN. Avoid
contact with skin, eyes and clothing. Wash
thoroughly after handling. Keep container closed
when not in use. DO NOT take internally. Use only
with adequate ventilation. Use impervious gloves, eye
protection and if the TLV is exceeded or used
in a poorly ventilated area, use NIOSH/MSHA
approved respiratory protection in accordance with
applicable Federal, state and local regulations.
First Aid
In case of eye contact, flush thoroughly with water
for at least 15 minutes. In case of skin contact, wash
affected areas with soap and water. If irritation
persists, SEEK MEDICAL ATTENTION. Remove and
wash contaminated clothing. If inhalation causes
physical discomfort, remove to fresh air. If discomfort
persists or any breathing difficulty occurs or if
swallowed, SEEK IMMEDIATE MEDICAL ATTENTION.
Refer to Material Safety Data Sheet (MSDS) for
further information.
Proposition 65
This product contains material listed by the state of
California as known to cause cancer, birth defects, or
other reproductive harm.
VOC Content
0.1 lbs/gal or 10 g/L.
For medical emergencies only,
call ChemTrec (1-800-424-9300).
LIMITED WARRANTY NOTICE Every reasonable effort is made to apply BASF exacting standards both in the manufacture of our products and in the information which we issue concerning these products and their use. We
warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products, but also upon many factors
beyond our control. Therefore, except for such replacement or refund, BASF MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR
MERCHANTABILITY, RESPECTING ITS PRODUCTS, and BASF shall have no other liability with respect thereto. Any claim regarding product defect must be received in writing within one (1) year from the date of shipment. No claim
will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any
authorized change in the printed recommendations concerning the use of our products must bear the signature of the BASF Technical Manager.
This information and all further technical advice are based on BASF’s present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and
advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF disclaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES
OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF reserves
the right to make any changes according to technological progress or further developments. It is the customer’s responsibility and obligation to carefully inspect and test any incoming goods. Performance of the product(s) described herein
should be verified by testing and carried out only by qualified experts. It is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation,
nor an endorsement of any product and does not imply that similar products could not be used.
For professional use only. Not for sale to or use by the general public.
Form No. 1019316 7/07
Printed on recycled paper including 10% post-consumer fiber.
© 2007 BASF
Printed in U.S.A.
Spec 033000 2.8 C.
CONSTRUCTION SHEETING
Poly-America’s construction sheeting is made from polyethylene which provides for
optimum in economy and performance. Because of its good weatherability, chemical
inertness and toughness, Poly-America’s polyethylene sheeting has successfully been
used for over 20 years in a wide variety of applications. Thickness ranges from as little
as .3 mil for paint drop cloths to 100 mil for use as landfill liners. Widths range up to 40
ft. If you have a special application or need more information on our products, contact
your area sales representative.
Poly-America’s standard sheeting will meet or exceed the following standard technical
specifications:
Construction Sheeting
ASTM D4397 (see Tables 1 for Impact Resistance and WVTR requirements)
ASTM C171 Standard Specification for Sheet Materials Used for Curing Concrete
ASTM D4635
Type 1
Class 2
Surface 2
Finish 1
Federal Specification LP-378
Type 1
Class 1
Grade A or B
Finish 1
Type I
Class L
Grade 1 or 2
Category 3
Type I
Class L
Grade 1 or 2
Construction Sheeting Cont.
ASTM D1248
Type 1 (density .910 to .925)
Category 3 (melt index 1 to 10)
Class A or C (A- natural or clear)
( C- black)
ASTM D2103 Standard Classification
12230 (clear)
12231 (black)
Note: If requested custom sheeting can be made to meet the following classifications:
12130
13130
13230
12330
13330
Flexible Packaging Association B11
Type I
Surface II
Class I
Finish I
TABLE 1
Thickness
ASTM D374
mils
1
2
3
4
5
6
7
8
9
10
Dart Impact
WVTR WVTR
WVTR
ASTM D1709
ASTM E96
ASTM E96
ASTM E96
gm
gm/100 sq in-day
perms
metric perms
40
85
125
165
205
260
315
370
420
475
1.40
.70
.47
.35
.28
.23
.20
.18
.16
.14
.76
.38
.25
.19
.15
.13
.11
.096
.082
.076
.50
.25
.17
.12
.10
.084
.070
.063
.054
.050
NOTE: The above is for our standard sheeting products. Poly-America will produce
custom sheeting products to meet other classifications or specifications. Contact PolyAmerica to see how they can help you with your needs.
Spec 033000 2.8 E. 1. a.
KUREZ DR VOX
Dissipating Curing Compound
KUREZ DR VOX is a reduced odor, liquid membrane forming curing compound formulated from hydrocarbon
resins and dissipating agents. KUREZ DR VOX provides an excellent initial cure for concrete, then begins to
break down and deteriorate upon exposure to traffic and UV light. Dissipation begins approximately 4 to 6
weeks after application. After simple cleaning to completely remove the KUREZ DR VOX, the concrete is ready
for the application of coverings, coatings, or sealers.
Primary Applications
• Curing interior or exterior* concrete
• Concrete that will later receive a covering or
coating
• Where a long term membrane film is not desired
on the concrete surface
* Product will discolor when exposed to sunlight
Curing and Sealing
Description
Features/Benefits
• Use of this product ensures proper curing resulting in stronger, more wear resistant concrete
• Helps to minimize dusting
• Breaks down quickly to allow subsequent application of floor coverings
• Quickly and easily applied by spray application
• Available in a fugitive dye formulation
Technical Information
Typical Engineering Data
The following results were developed under laboratory conditions.
*Low concrete or air temperature and/or high relative humidity will extend drying time.
KUREZ DR VOX
Drying Time* at 73°F, 50% RH:..................... 1 hour
Foot Traffic:........................................... 2 to 4 hours
Wheel Traffic:...................................... 6 to 10 hours
VOC Content:................................................285 g/L
Solids Content:..................................................16%
Moisture Loss (ASTM C 156):................ < 0.55 kg/m2
Appearance: The color of KUREZ DR VOX may vary from off white to pale yellow. Color variation does not affect
product performance. KUREZ DR VOX may turn a deeper amber color upon exposure to UV light.
Packaging
KUREZ DR VOX is packaged in 55 gal (208 L) drums and 5 gal (18.9 L) pails.
Shelf Life
1 year in original, unopened container.
Specifications/Compliances
. ...................................................... ft2/gal (m2/L)
Textured Concrete:...................................300 (7.4)
Smooth Concrete:....................................400 (9.8)
For good dissipation and easy removal, do not apply at a thicker film than indicated.
The Euclid Chemical Company
19218 Redwood Rd. • Cleveland, OH 44110
Phone: [216] 531-9222 • Toll-free: [800] 321-7628 • Fax: [216] 531-9596
www.euclidchemical.com
03 39 23
Coverage
Master Format #:
• ASTM C 309, Types 1 and 1D, Class A & B
• AASHTO M 148, Types 1 and 1D, Class A & B
• USDA compliant
Directions for Use
Surface Preparation: As soon as possible after final troweling (or stripping of forms in vertical applications),
apply KUREZ DR VOX at the recommended coverage rate.
Mixing: Material may separate during long term storage. Mild agitation or mixing is required before use.
Application: Apply at a uniform coverage by spray or roller application. Product may be sprayed with a hand
held “pump-up” sprayer or an airless industrial sprayer. On vertical surfaces such as walls and columns, KUREZ
DR VOX should be applied immediately after forms are stripped. Do not apply at a thicker film than the
suggested coverage rates allow. Heavy or uneven application can result in slow dissipation, difficult
removal of the KUREZ DR VOX, and may discolor the concrete surface. On interior hard troweled floors
where a liquid densifier will be applied (and with approval from the project engineer), the coverage rate of
KUREZ DR VOX may be increased to 400 ft2/gal (9.8 m2/L) in order to facilitate easier removal.
Dissipation and Cleaning: KUREZ DR VOX will begin to break down and lose adhesion from the concrete 4
to 6 weeks after application, but the exact time will vary depending on application rate, moisture level in the
concrete, and the amount of exposure to UV light and construction traffic. Floors to receive coatings, sealers
and coverings must be cleaned thoroughly to ensure complete removal of KUREZ DR VOX. The use of a heavyduty floor cleaner such as EUCO CLEAN & STRIP is recommended to aid cleaning and removal. Scrub the floor
with the cleaner and stiff bristle mechanical equipment, then rinse well with clean water. After proper clean-up,
follow the instructions of the sealer, coating or covering manufacturer for the recommended surface preparation
for the particular product to be applied. The use of KUREZ DR VOX does not eliminate the need to adequately
clean and prepare the surface to assure good adhesion of the applied product, particularly when concrete or
terrazzo toppings are to follow.
Clean-Up
Clean tools and equipment with warm, soapy water before KUREZ DR VOX dries.
Precautions/Limitations
• Do not allow containers of this product to freeze.
• Store between 50°F to 100°F (10°C to 38°C).
•For best application results, product temperature should be between 50°F to 90oF (10°C to 32oC) with ambient
and surface temperatures between 45°F to 100oF (7°C to 38oC).
• After application, KUREZ DR VOX must remain uncovered and unprotected for proper dissipation.
•Do not apply at temperatures below 40oF (4oC).
•Do not use as bond breaker for tilt-up construction.
• Do not subject to rain or water for 12 hours after application.
• Not intended for use on architectural concrete panels unless complete removal is planned.
• Do not thin this product with water or other solvents.
• Longer dissipation times can be expected if the product is not exposed to traffic & sunlight or if the product is
applied heavily or unevenly.
• In all cases, consult the Material Safety Data Sheet before use.
Rev. 6.11
WARRANTY: The Euclid Chemical Company (“Euclid”) solely and expressly warrants that its products shall be free from defects in materials and workmanship for one (1) year from the date of purchase. Unless authorized
in writing by an officer of Euclid, no other representations or statements made by Euclid or its representatives, in writing or orally, shall alter this warranty. EUCLID MAKES NO WARRANTIES, IMPLIED OR OTHERWISE,
AS TO THE MERCHANTABILITY OR FITNESS FOR ORDINARY OR PARTICULAR PURPOSES OF ITS PRODUCTS AND EXCLUDES THE SAME. If any Euclid product fails to conform with this warranty, Euclid will replace the
product at no cost to Buyer. Replacement of any product shall be the sole and exclusive remedy available and buyer shall have no claim for incidental or consequential damages. Any warranty claim must be made within
one (1) year from the date of the claimed breach. Euclid does not authorize anyone on its behalf to make any written or oral statements which in any way alter Euclid’s installation information or instructions in its product
literature or on its packaging labels. Any installation of Euclid products which fails to conform with such installation information or instructions shall void this warranty. Product demonstrations, if any, are done for illustrative
purposes only and do not constitute a warranty or warranty alteration of any kind. Buyer shall be solely responsible for determining the suitability of Euclid’s products for the Buyer’s intended purposes.
Spec 033000 2.9 B.
4.2.6
HIT RE 500 Epoxy Adhesive Anchor
Adhesive Anchoring Systems
4.2.6
HIT RE 500
BD2000
Battery Dispenser
4.2.6.1 Product Description
4.2.6.2 Material Specifications
4.2.6.3 Technical Data
4.2.6.4
Installation Instructions
4.2.6.5
Ordering Information
HIT RE 500 Refill Pack
Refill Pack Holder
MD2000
Dispenser
HIT RE Mixer
RE 500 Jumbo Cartridge
Refill Pack Holder
P8000D
Pneumatic Dispenser
4.2.6.1 Product Description
Listings/Approvals
ICC-ES (International Code Council)
ER-6010
COLA (City of Los Angeles)
Research Report #25514
NSF/ANSI Standard 61
certification for use in potable water
Components
The Hilti HIT RE 500 System is a high strength, two part
epoxy adhesive. The system consists of a side-by-side
adhesive refill pack, a mixing nozzle, a HIT dispenser with
refill pack holder, and either a threaded rod, rebar, HIS
internally threaded insert or smooth epoxy coated bar.
RE 500 is specifically designed for fastening into solid
base materials such as concrete, grout, stone or solid
masonry. RE 500 may be used in underwater fastenings
for oversize holes up to 2 times the rod diameter (3"
max. hole diameter) and for diamond-cored holes.
Product Features
HAS Threaded Rods
• Superior bond performance
• Seismic qualified per ICC-ES AC58
HIS Internally Threaded Inserts
Rebar (supplied by contractor)
• Use in diamond cored or pneumatic drilled
holes and under water up to 165 feet (50 m)
• Meets DOT requirements for most states;
contact the Hilti Technical Staff
• Extended temperature range from 23°F to 120°F
(–5°C to 49°C)
• Excellent weathering resistance; high temperature
resistance
Special order length HAS Rods may vary from standard
product.
• Meets requirements of AASHTO specification M235,
Type IV, Grade 3, Class A, B, C except gel times
• Mixing tube provides proper mixing, eliminates
measuring errors and minimizes waste
• Contains no styrene; virtually odorless
Guide Specifications
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www.ca.hilti.com Canada
124
Injection adhesive shall be HIT RE 500, as furnished by
Hilti.
Anchor Rods
Shall be furnished with chamfered
ends so that either end will accept a nut and washer.
Alternatively, anchor rods shall be furnished with a 45
degree chisel point on one end to allow for easy insertion
into the adhesive-filled hole. Anchor rods shall be
manufactured to meet the following requirements:
1. ISO 898 Class 5.8 2. ASTM A 193, Grade B7 (high
strength carbon steel anchor); 3. AISI 304 or AISI 316
stainless steel, meeting the requirements of ASTM F 593
(condition CW).
• Meets requirements of ASTM C 881-90, Type IV,
Grade 2 and 3, Class A, B, C except gel times
Smooth, epoxy coated bar
(supplied by contractor)
Injectable adhesive shall be used for installation of all
reinforcing steel dowels or threaded anchor rods and
inserts into new or existing concrete. Adhesive shall be
furnished in side-by-side refill packs which keep
component A and component B separate. Side-by-side
packs shall be designed to compress during use to
minimize waste volume. Side-by-side packs shall also be
designed to accept static mixing nozzle which thoroughly
blends component A and component B and allows
injection directly into drilled hole. Only injection tools and
static mixing nozzles as recommended by manufacturer
shall be used. Manufacturer’s instructions shall be
followed. Injection adhesive shall be formulated to include
resin and hardener to provide optimal curing speed as
well as high strength and stiffness. Typical curing time at
68°F (20°C) shall be approximately 12 hours.
Master Format Section: 03250 (Concrete accessories)
Related Sections:
03200 (Concrete Reinforcing –
Reinforcing Accessories)
05050 (Metal Fabrication)
05120 (Structural Steel;
Masonry Accessories)
Nuts and Washers
Shall be furnished to meet the
requirements of the above anchor rod specifications.
Hilti, Inc. (US) 1-800-879-8000 I Product Technical Guide 2004 I Hilti (Canada) Corporation 1-800-363-4458
4.2.6
4.2.6.2 Material Specifications
Material Properties for RE 500 – Cured Adhesive
Bond Strength ASTM C882-911
2 day cure
7 day cure
12.4 MPa
12.4 MPa
1800 psi
1800 psi
Compressive Strength ASTM D-695-961
82.7 MPa
12,000 psi
Compressive Modulus ASTM D-695-961
1493 MPa
0.22 x 106 psi
Tensile Strength 7 day ASTM D-638-97
43.5 MPa
6310 psi
2.0%
2.0%
Elongation at break ASTM D-638-97
Heat Deflection Temperature ASTM D-648-95
63°C
146°F
Absorption ASTM D-570-95
0.06%
0.06%
Linear Coefficient of Shrinkage on Cure ASTM D-2566-86
Electrical resistance DIN IEC 93 (12.93)
0.004
0.004
6.6 x 1013 Ω/m
1.7 x 1012Ω/in.
1 Minimum values obtained as the
result of tests at three cure
temperatures (23, 40, 60°F).
Mechanical Properties
fy
min. fu
ksi (MPa)
ksi (MPa)
58 (400)
72.5 (500)
Material Specifications
Standard HAS-E rod material meets the requirements of ISO 898 Class 5.8
High Strength or ‘Super HAS’ rod material meets the requirements of ASTM A 193, Grade B7
105 (724)
125 (862)
Stainless HAS rod material meets the requirements of ASTM F 593 (304/316) Condition CW 3/8" - 5/8"
65 (448)
100 (689)
Stainless HAS rod material meets the requirements of ASTM F 593 (304/316) Condition CW 3/4" -1 1/4"
45 (310)
85 (586)
HIS Insert 9SMNPB28K Carbon Steel conforming to DIN 1651
54.4 (375)
66.7 (460)
HIS-R Insert X5CrNiMo17122 K700 Stainless Steel conforming to DIN 17440
50.8 (350)
101.5 (700)
HAS Super & HAS-E Standard Nut material meets the requirements of ASTM A 563, Grade DH
HAS Stainless Steel Nut material meets the requirements of ASTM F 594
HAS-E Carbon Steel and Stainless Steel Washers meet dimensional requirements of ANSI B18.22.1 Type A Plain
HAS Super & HAS-E Standard Washers meet the requirements of ASTM F 436
All HAS-E & HAS Super Rods (except 7/8") & HAS-E Standard, HIS inserts, nuts & washers are zinc plated to ASTM B 633 SC 1
7/8" Standard HAS-E & HAS Super rods hot-dip galvanized in accordance with ASTM A 153
Note: Special Order steel rod material may vary from standard steel rod materials.
4.2.6.3 Technical Data
RE 500 Installation Specification Table for HAS Threaded Rods
HAS Rod Size in.
(mm)
Details
dbit
bit diameter1,2
hnom
std. depth of embed.
Tmax
Embed.
HAS-E Rods ≥ hnom
max.
tightening HAS SS Embed.
torque
HAS-Super < hnom
h
min. base material
thickness
3/8
(9.5)
1/2
(12.7)
5/8
(15.9)
3/4
(19.1)
7/8
(22.2)
1
(25.4)
1-1/4
(31.8)
in.
7/16
9/16
3/4
7/8
1
1-1/8
1-3/8
in.
(mm)
3-3/8
(90)
4-1/2
(110)
5-5/8
(143)
6-3/4
(171)
7-7/8
(200)
9
(229)
11-1/4
(286)
ft lb
(N·m)
18
(24)
30
(41)
75
(102)
150
(203)
175
(237)
235
(319)
400
(540)
ft lb
(N·m)
15
(20)
20
(27)
50
(68)
105
(142)
125
(169)
165
(224)
280
(375)
(in.)
dbit
Tmax
hef
t
h
1 Use matched tolerance carbide tipped
bits or Hilti matched tolerance DD-B or
DD-C diamond core bits.
2 For Hilti matched tolerance carbide
tipped drill bits, see section 8.4.1.
1.5 hef
3 Assumes no waste.
Approx. number of fastenings per cartridge at standard embedment3
Small Cartridge
52
28
11
7
5
4
2
Jumbo Cartridge
255
137
56
37
27
19
12
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125
4.2.6
RE 500 Installation Specification Table for HIS Inserts
HIS Insert
in.
(mm)
Details
bit diameter1, 2
dbit
3/8
(9.5)
1/2
(12.7)
5/8
(15.9)
3/4
(19.1)
in.
11/16
7/8
11/8
1-1/4
hnom std. embed. depth
in.
(mm)
4-1/4
(110)
5
(125)
6-5/8
(170)
8-1/4
(210)
th useable thread
length
in.
(mm)
1
(25)
1-3/16
(30)
1-1/2
(40)
2
(50)
Tmax Max. tightening
torque
ft lb
(N·m)
18
(24)
35
(47)
80
(108)
160
(217)
h min. base material
thickness
in.
(mm)
6-3/8
(162)
7-1/2
(191)
10
(254)
12-3/8
(314)
dbit
27
16
6
4
Jumbo Cartridge
168
105
38
27
Tmax
h
Small Cartridge
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;;;;;;
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hef
1 Use matched tolerance carbide tipped bits
or Hilti matched tolerance DD-B or DD-C
diamond core bits.
2 Assumes no waste.
RE 500 Installation Specification Table for Rebar in Concrete
Rebar Size:
No. 3
No. 4
No. 5
No. 6
No. 7
No. 8
No. 9
No. 10
No. 11
in.
1/2
5/8
3/4
7/8
1
1-1/8
1-3/8
1-1/2
1-3/4
in.
(mm)
3-3/8
(86)
4-1/2
(114)
5-5/8
(143)
6-3/4
(171)
7-7/8
(200)
9
(229)
10-1/8
(257)
11-1/4
(286)
12-3/8
(314)
Details
Bit diameter 1, 2, 3
Small Cartridge
44
25
16
11
8
6
3
2
1
Jumbo Cartridge
221
125
83
56
41
31
14
11
7
1 Rebar diameters may vary. Use smallest drill bit which will accommodate rebar.
2 Use matched tolerance carbide tipped bits or Hilti matched tolerance DD-B or DD-C diamond core bits.
3 Assumes no waste.
RE 500 Installation Specification Table for Metric Rebar in Concrete (Canada Only)
Rebar Size:
10M
15M
20M
25M
30M
35M
in.
5/8
3/4
1
1-1/8
1-3/8
1-3/4
(mm)
115
145
200
230
260
315
Details
Bit diameter 1, 2
Approx. number of fastenings per cartridge at standard
embedment2
Small Cartridge
20
17
5
6
3
1
Jumbo Cartridge
98
84
27
31
16
7
1 Rebar diameters may vary. Use smallest
bit which will accommodate rebar.
2 Assumes no waste.
Combined Shear and Tension Loading
5/3
( NN )
d
rec
+
5/3
( VV )
d
≤ 1.0 (Ref. Section 4.1.2.7)
rec
126
4.2.6
HIT RE 500 Allowable and Ultimate Bond/Concrete Capacity for HAS Rods in Normal Weight Concrete1,2,3,4
HIT RE 500 Allowable Bond/Concrete Capacity
Tensile
Shear
Anchor Embedment
Diameter
Depth
in (mm)
3/8
(9.5)
1/2
(12.7)
5/8
(15.9)
3/4
(19.1)
7/8
(22.2)
1
(25.4)
1-1/4
(31.8)
HIT RE 500 Ultimate Bond/Concrete Capacity
Tensile
Shear
in (mm)
fc = 2000 psi
(13.8 MPa)
lb (kN)
fc = 4000 psi
(27.6 MPa)
lb (kN)
fc = 2000 psi
(13.8 MPa)
lb (kN)
fc = 4000 psi
(27.6 MPa)
lb (kN)
fc = 2000 psi
(13.8 MPa)
lb (kN)
fc = 4000 psi
(27.6 MPa)
lb (kN)
fc = 2000 psi
(13.8 MPa)
lb (kN)
fc = 4000 psi
(27.6 MPa)
lb (kN)
1-3/4
(44)
645
(2.9)
1095
(4.9)
1510
(6.7)
2135
(9.5)
2580
(11.5)
4370
(19.4)
4530
(20.2)
6405
(28.4)
3-3/8
(86)
2190
(9.7)
2585
(11.5)
3230
(14.4)
4565
(20.3)
8760
(39.0)
10345
(46.0)
9690
(43.1)
13700
(60.9)
4-1/2
(114)
2420
(10.8)
2585
(11.5)
5265
(23.4)
7450
(33.1)
9685
(43.1)
10335
(46.0)
15800
(70.3)
22345
(99.4)
2-1/4
(57)
1130
(5.0)
1965
(8.7)
2505
(11.1)
3545
(15.8)
4530
(20.2)
7860
(35.0)
7525
(33.4)
10640
(47.3)
4-1/2
(114)
4045
(18.0)
5275
(23.5)
5740
(25.5)
8120
(36.1)
16185
(72.0)
21095
(93.8)
17225
(76.6)
24360
(108.4)
6
(152)
4775
(21.2)
5380
(23.9)
9365
(41.7)
13240
(58.9)
19095
(84.9)
21520
(95.7)
28090
(125.0)
39725
(176.7)
2-7/8
(73)
1690
(7.5)
3045
(13.5)
5245
(23.3)
7415
(33.0)
6770
(30.1)
12175
(54.2)
15735
(70.0)
22250
(99.0)
5-5/8
(143)
6560
(29.2)
7355
(32.7)
8970
(39.9)
12685
(56.4)
26240
(116.7)
29420
(130.9)
26915
(119.7)
38060
(169.3)
7-1/2
(190)
7320
(32.6)
7515
(33.4)
14630
(65.1)
20690
(92.0)
29290
(130.3)
30060
(133.7)
43890
(195.2)
62070
(276.1)
3-3/8
(86)
2310
(10.3)
4515
(20.1)
7330
(32.6)
10370
(46.1)
9250
(41.1)
18065
(80.4)
22000
(97.9)
31108
(138.4)
6-3/4
(172 )
8670
(38.6)
10755
(47.8)
12920
(57.5)
18270
(81.3)
34685
(154.3)
43020
(191.4)
38755
(172.4)
54810
(243.8)
9
(229)
10385
(46.2)
12995
(57.8)
21065
(93.7)
29795
(132.5)
41535
(184.8)
51985
(231.3)
63200
(281.1)
89380
(397.6)
4
(101)
3005
(13.4)
5665
(25.2)
7790
(34.7)
11015
(49.0)
12030
(53.5)
22670
(100.8)
23375
(104.0)
33050
(147.0)
7-7/8
(200)
12495
(55.6)
15875
(70.6)
17585
(78.2)
24865
(110.6)
49975
(222.3)
63495
(282.5)
52750
(234.7)
74600
(331.9)
10-1/2
(267)
14705
(65.4)
16185
(72.0)
28675
(127.6)
40555
(180.4)
58820
(261.7)
64730
(287.9)
86025
(382.7)
121660
(541.2)
4-1/2
(114)
3945
(17.5)
8440
(37.5)
10035
(44.6)
14190
(63.1)
15790
(70.2)
33765
(150.2)
30104
(133.9)
42565
(189.4)
9
(229)
13845
(61.6)
17365
(77.2)
22965
(102.2)
32480
(144.5)
55380
(246.4)
69465
(309.0)
68900
(306.5)
97440
(433.5)
12
(305)
17935
(79.8)
17935
(79.8)
37455
(166.6)
52965
(235.6)
71740
(319.1)
71740
(319.1)
112360
(499.8)
158900
(706.9)
5-5/8
(143)
5760
(25.6)
12815
(57.0)
14760
(65.7)
20870
(92.8)
23045
(102.5)
51270
(228.1)
44280
(196.9)
62610
(278.5)
11-1/4
(286)
24610
(109.5)
31620
(140.7)
35885
(159.6)
50750
(225.8)
98430
(437.9)
126480
(562.6)
107655
(478.9)
152250
(677.3)
15
(381)
34130
(151.8)
35270
(156.9)
58520
(260.3)
82760
(368.2)
136525
(607.3)
141090
(627.6)
175560
(781.0)
248285
(1104.5)
1 Influence factors for spacing and/or edge distance are applied to concrete/bond values above, and then compared to the steel value.
The lesser of the values is to be used for the design.
2 Average ultimate concrete shear capacity based on Concrete Capacity Design (CCD) method for standard and deep embedment and
based on testing for shallow embedment.
3 All values based on holes drilled with carbide bit and cleaned with brush. Ultimate tensile concrete/bond loads represent the average
values obtained in testing.
4 For underwater applications up to 165 feet/50m depth reduce the tabulated concrete/bond values 30% to account for reduced
mechanical properties of saturated concrete.
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4.2.6
Allowable Steel Strength
for Carbon Steel & Stainless Steel HAS Rods1
Rod
1
HAS-E Standard
ISO 898 Class 5.8
HAS Super
ASTM A 193 B7
HAS SS
AISI 304/316 SS
Diameter
in. (mm)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
Tensile
lb (kN)
Shear
lb (kN)
3/8
(9.5)
2640
(11.7)
1360
(6.0)
4555
(20.3)
2345
(10.4)
3645
(16.2)
1875
(8.3)
1/2
(12.7)
4700
(20.9)
2420
(10.8)
8100
(36.0)
4170
(18.5)
6480
(28.8)
3335
(14.8)
5/8
(15.9)
7340
(32.7)
3780
(16.8)
12655
(56.3)
6520
(29.0)
10125
(45.0)
5215
(23.2)
3/4
(19.1)
10570
(47.0)
5445
(24.2)
18225
(81.1)
9390
(41.8)
12390
(55.1)
6385
(28.4)
7/8
(22.2)
14385
(64.0)
7410
(33.0)
24805
(110.3)
12780
(56.9)
16865
(75.0)
8690
(38.6)
1
(25.4)
18790
(83.6)
9680
(43.0)
32400
(144.1)
16690
(74.2)
22030
(98.0)
11350
(50.5)
1-1/4
(31.8)
29360
(130.6)
15125
(67.3)
50620
(225.2)
26080
(116.0)
34425
(153.1)
17735
(78.9)
Steel strength as defined in AISC Manual of Steel Construction (ASD):
Tensile = 0.33 x Fu x Nominal Area Shear = 0.17 x Fu x Nominal Area
Ultimate Steel Strength
for Carbon Steel & Stainless Steel HAS Rods1
HAS-E Standard
ISO 898 Class 5.8
Yield
Tensile
Shear
lb (kN)
lb (kN)
lb (kN)
HAS Super
ASTM A 193 B7
Yield
Tensile
lb (kN)
lb (kN)
Shear
lb (kN)
HAS SS
AISI 304/316 SS
Yield
Tensile
Shear
lb (kN)
lb (kN)
lb (kN)
3/8
(9.5)
4495
(20.0)
6005
(26.7)
3605
(16.0)
8135
(36.2)
10350
(43.4)
6210
(27.6)
5035
(22.4)
8280
(36.8)
4970
(22.1)
1/2
(12.7)
8230
(36.6)
10675
(47.5)
6405
(28.5)
14900
(66.3)
18405
(79.0)
11040
(49.1)
9225
(41.0)
14720
(65.5)
8835
(39.3)
5/8
(15.9)
13110
(58.3)
16680
(74.2)
10010
(44.2)
23730
(105.6)
28760
(125.7)
17260
(76.8)
14690
(65.3)
23010
(102.4)
13805
(61.4)
3/4
(19.1)
19400
(86.3)
24020
(106.9)
14415
(64.1)
35120
(156.2)
41420
(185.7)
24850
(110.5)
15050
(66.9)
28165
(125.3)
16800
(75.2)
7/8
(22.2)
26780
(119.1)
32695
(145.4)
19620
(87.3)
48480
(215.7)
56370
(256.9)
33825
(150.5)
20775
(92.4)
38335
(170.5)
23000
(102.3)
1
(25.4)
35130
(156.3)
42705
(190.0)
25625
(114.0)
63600
(282.9)
73630
(337.0)
44180
(196.5)
27255
(121.2)
50070
(222.7)
30040
(133.6)
1-1/4
(31.8)
56210
(250.0)
66730
(296.8)
40035
(178.1)
101755
(452.6)
115050
(511.8)
69030
(307.1)
43610
(194.0)
78235
(348.0)
46940
(208.8)
Rod
Diameter
in. (mm)
1 Steel strength as defined in AISC Manual of Steel Construction (LRFD):
Yield = Fy x Tensile Stress Area Tensile = 0.75 x Fu x Nominal Area Shear = 0.45 x Fu x Nominal Area
128
4.2.6
HIT RE 500 Allowable Bond/Concrete Capacity and Steel Strength for HIS Carbon Steel and HIS-R Stainless Steel
Internally Threaded Inserts
HIT RE 500 Allowable Bond/Concrete Capacity2
Anchor
Diameter
in. (mm)
Embedment
Depth
in. (mm)
Tensile
fc ≥ 2000 psi
(13.8 MPa)
lb (kN)
Shear
fc ≥ 2000 psi
(13.8 MPa)
lb (kN)
3/8
(9.5)
4-1/4
(108)
2870
(12.8)
1/2
(12.7)
5
(127)
5/8
(15.9)
3/4
(19.1)
Steel Bolt Strength1,2
ASTM A 325 Carbon Steel ASTM F 593 Stainless Steel
Tensile1
lb (kN)
Shear1
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
1565
(7.0)
4370
(19.4)
2250
(10.0)
3645
(16.2)
1875
(8.3)
4530
(20.1)
2890
(12.9)
7775
(34.6)
4005
(17.8)
6480
(28.8)
3335
(14.8)
6-5/8
(168)
8255
(36.7)
4635
(20.6)
12150
(54.0)
6260
(27.8)
10125
(45.0)
5215
(23.2)
8-1/4
(210)
9030
(40.1)
6695
(29.8)
17945
(77.8)
9010
(40.1)
12395
(55.1)
6385
(28.4)
HIT RE 500 Ultimate Bond/Concrete Capacity and Steel Strength for HIS Carbon Steel and HIS-R Stainless Steel
Internally Threaded Inserts
HIT RE 500 Ultimate Bond/Concrete Capacity2
Anchor
Diameter
in. (mm)
Embedment
Depth
in. (mm)
Tensile
fc ≥ 2000 psi
(13.8 MPa)
lb (kN)
Shear
fc ≥ 2000 psi
(13.8 MPa)
lb (kN)
3/8
(9.5)
4-1/4
(108)
11480
(51.0)
1/2
(12.7)
5
(127)
5/8
(15.9)
3/4
(19.1)
Ultimate Bolt Strength1,2
ASTM A 325 Carbon Steel ASTM F 593 Stainless Steel
Tensile1
lb (kN)
Shear1
lb (kN)
Tensile1
lb (kN)
Shear1
lb (kN)
6260
(27.8)
9935
(44.2)
5960
(26.5)
8280
(36.8)
4970
(22.1)
18115
(80.5)
11565
(51.4)
17665
(78.6)
10600
(47.2)
14720
(65.5)
8835
(39.3)
6-5/8
(168)
33025
(146.9)
18550
(82.5)
27610
(122.8)
16565
(73.7)
23010
(102.4)
13805
(61.4)
8-1/4
(210)
36125
(160.6)
26775
(119.1)
39760
(176.9)
23855
(106.1)
28165
(125.3)
16900
(75.1)
1 Steel values in accordance with AISC
ASTM A 325 bolts:
Fy = 92 ksi , Fu = 120 ksi
ASTM F 593 (AISI 304/316):
Fy = 65 ksi, Fu = 100 ksi for 3/8" thru 5/8"
Fy = 45 ksi, Fu = 85 ksi for 3/4"
Allowable Load Values
Ultimate Load Values
Tension = 0.33 x Fu x Anom
Tension = 0.75 x Fu x Anom
Shear = 0.17 x Fu x Anom
Shear = 0.45 x Fu x Anom
2 Use lower value of either bond/concrete capacity or steel strength.
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129
4.2.6
HIT RE 500 Ultimate Bond Strength and Steel Strength for Rebar in Concrete1
Concrete Compressive Strength
Grade 60 Rebar
fc = 4000 psi (27.6 MPa)
fc = 2000 psi (13.8 MPa)
Nominal
Rebar
Size
Embed.
Depth
in. (mm)
#3
3-3/8
(86)
4-1/2
(114)
10105
(45.0)
10920
(48.6)
2-1/4
(57)
3-3/8
(86)
10810
(48.1)
10810
(48.1)
2-1/8
(54)
3-1/4
(84)
6600
(29.4)
9900
(44.0)
#4
4-1/2
(114)
6
(152)
15980
(71.1)
18830
(83.8)
3-3/8
(86)
5-5/8
(143)
18540
(82.5)
18655
(83.0)
3
(76)
4-3/8
(111)
12000
(53.4)
18000
(80.1)
#5
5-5/8
(143)
7-1/2
(191)
20630
(91.8)
24870
(110.6)
5-1/8
(130)
8-7/8
(225)
27790
(123.6)
27790
(123.6)
3-7/8
(98)
5-3/4
(146)
18600
(82.7)
27900
(124.1)
#6
6-3/4
(171)
9
(229)
33695
(149.9)
38960
(173.3)
5-3/8
(136)
9-3/8
(238)
44675
(198.7)
44870
(200.0)
4
(102)
6
(152)
26400
(117.4)
39600
(176.2)
#7
7-7/8
(200)
10-1/2
(267)
40525
(180.3)
48460
(215.6)
7
(178)
12-3/8
(314)
59340
(264.0)
61720
(274.6)
4-7/8
(124)
7-1/4
(184)
36000
(160.1)
54000
(240.2)
#8
9
(229)
12
(305)
63940
(284.4)
69610
(309.7)
8-1/4
(210)
12-7/8
(327)
72820
(323.9)
72950
(324.5)
5-7/8
(149)
8-7/8
(225)
47400
(210.9)
71100
(316.3)
#9
10-1/8
(257)
13-1/2
(343)
72245
(321.4)
94205
(419.1)
8-1/2
(216)
13
(330)
81235
(361.4)
84015
(373.7)
7-1/2
(191)
11-1/4
(286)
60000
(266.9)
90000
(400.4)
#10
11-1/4
(286)
15
(381)
92000
(409.3)
95850
(426.4)
9-3/8
(238)
17-7/8
(454)
96725
(430.3)
97070
(431.8)
8-7/8
(225)
14
(356)
76200
(339.0)
114300
(508.5)
#11
12-3/8
(314)
16-1/2
(419)
118615
(527.6)
123570
(549.7)
9-7/8
(251)
18-3/4
(476)
123120
(547.7)
123790
(550.7)
9-1/2
(241)
16-1/2
(419)
93600
(416.4)
140400
(624.6)
Ultimate
Bond
Strength
lb (kN)
Embed. to
Embed. to
Develop Yield Develop Tensile
Strength1
Strength1
in. (mm)
in. (mm)
Ultimate
Bond
Strength
lb (kN)
Embed. to
Embed. to
Yield
Develop Yield Develop Tensile Strength
Strength1
Strength1
lb (kN)
in. (mm)
in. (mm)
Tensile
Strength
lb (kN)
1 Based on comparison of average ultimate adhesive bond test values versus minimum yield and ultimate tensile strength of rebar. For more information, contact Hilti.
130
4.2.6
HIT RE 500 Bond Strength and Steel Strength for Metric Rebar in Concrete (Canada Only) 1, 2, 3, 4, 5, 6, 7
RE 500 Tensile Bond Strength
fc = 14 MPa
Strength Properties of Metric Rebar
fy = 400 MPa
fc = 28 MPa
Rebar
Size
Embedment
Depth
mm
(in)
Ultimate
Bond
kN
(lb)
Allowable
Bond
kN
(lb)
Ultimate
Bond
kN
(lb)
Allowable
Bond
kN
(lb)
Yield
Strength
kN
(lb)
Tensile
Strength
kN
(lb)
10M
115
(4 1/2)
150
(6)
71.1
(15980)
83.8
(18830)
17.8
(3995)
20.9
(4705)
82.5
(18540)
83.0
(18655)
20.6
(4635)
20.7
(4665)
40
(8990)
60
(13490)
15M
145
(5 5/8)
190
(7 1/2)
91.8
(20630)
110.6
(24870)
22.9
(5155)
27.6
(6215)
123.7
(27810)
123.6
(27790)
30.9
(6950)
30.9
(6945)
80
(17985)
120
(26975)
20M
200
(7 7/8)
265
(10 1/2)
180.3
(40525)
215.6
(48460)
45.1
(10130)
53.9
(12115)
264
(59340)
274.6
(61720)
66
(14835)
68.6
(15430)
120
(26975)
180
(40465)
25M
230
(9)
305
(12)
284.4
(63940)
309.7
(69610)
71.0
(15985)
77.4
(17400)
323.9
(72820)
324.5
(72950)
81.0
(18205)
81.1
(18235)
200
(44960)
300
(67440)
30M
260
(10 1/8)
345
(13 1/2)
321.4
(72245)
419.1
(94205)
80.3
(18060)
104.8
(23550)
361.4
(81235)
373.7
(84015)
90.3
(20305)
93.4
(21000)
280
(62945)
420
(94415)
35M
315
(12 3/8)
420
(16 1/2)
527.6
(118615)
549.7
(123570)
131.9
(29650)
137.4
(30890)
547.7
(123120)
550.7
(123790)
136.9
(30780)
137.6
(30945)
400
(89920)
600
(134880)
1 Based on minimum steel strength and nominal cross-sectional area of rebar.
5 Allowable tension for adhesive bond based on a safety factor of 4.0.
2 Use lesser value of bond strength or steel strength.
3 Minimum concrete thickness must be equal to 1.5 times the anchor embedment.
6 For anchor spacing and edge distance guidelines, please refer to the following
pages.
4 Testing done with imperial rebar in same size holes.
7 Ultimate tensile concrete/bond loads represent the average values obtained in testing.
HIT RE 500 Ultimate Tensile Strength for Smooth Epoxy
Coated Dowel Bars in Concrete ≥ 2410 psi (15.9 MPa)
Anchor
Diameter
in. (mm)
Drill Bit
Diameter
in. (mm)
1
(25.4)
1-1/8
(29)
1-1/4
(31.8)
1-3/8
(34.9)
1-1/2
(38.1)
1-5/8
(41)
Embedment
Depth
in. (mm)
Ultimate
Tensile Load
lb (kN)
9
(229)
40385
(179.7)
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131
4.2.6
Anchor Spacing and Edge Distance Guidelines in Concrete
N
Anchor Spacing Adjustment Factors
s
hef
smin
scr
s
V
c
=
=
=
=
Edge Distance Adjustment Factors
Actual spacing
Actual embedment
0.5 hef
1.5 hef
c
hef
cmin
ccr
=
=
=
=
=
=
⊥
II =
h
Actual edge distance
Actual embedment
0.5 hef Tension and Shear
1.5 hef Tension
2.0 hef Shear
Perpendicular to edge
Parallel to edge
scr
1.5
ccr
2.0
Shear &
Tension
ccr
1.5
smin = 0.5 hef, scr = 1.5 hef
fA = 0.3 (s/hef) + 0.55
for scr>s>smin
Edge Distance Tension
0
0
.6
.2
.4
.8
1.0
Anchor Spacing Adjustment Factor
(fA)
0
cmin = 0.5 hef, ccr = 1.5 hef
0
fRN = 0.3 (c/hef) + 0.55
for ccr>c>cmin
Edge Distance Shear
( ⊥ toward edge)
Anchor Diameter:
fRV⊥ = 0.54 (c/hef) – 0.09
for ccr>c>cmin
Adjustment
Factor
fRVII = 0.36 (c/hef) + 0.28
for ccr>c>cmin
Embed. Depth (in.)
7/8
1
1 11/16
2
2 1/4
2 5/8
3
3 1/2
4
5 1/16
5 1/2
6
6 3/4
8
9
Spacing (s)/Edge Distance (c), in.
.6
.2
.4
.8
1.0
Edge Distance Adjustment Factor
(fRV,fRN)
Load Adjustment Factors for 3/8" Diameter Anchor
Edge Distance Shear
(II to or away from edge)
cmin
0.5
n
1.0
c
hef
Spacing Tension/Shear
s io
smin
0.5
Ten
1.0
s
hef
Sh
Sh
ea
ear
r(
(II)
I)
Note: Tables apply for listed embedment
depths. Reduction factors for
other embedment depths must be
calculated using equations below.
3/8" diameter
Spacing
Tension/Shear,
Edge Distance
Tension,
Edge Distance
Shear, fRV⊥
Edge Distance
Shear, fRVII
fA
fRN
(⊥ toward edge)
1-3/4
0.70
0.72
0.84
0.89
0.94
1.00
3-3/8 4-1/2 1-3/4
0.70
0.72
0.70
0.84
0.73
0.89
0.75 0.70 0.94
0.78 0.73 1.00
0.82 0.75
0.86 0.78
0.91 0.82
1.00 0.89
0.92
0.95
1.00
3-3/8 4-1/2 1-3/4
0.18
0.22
0.70
0.43
0.73
0.53
0.75 0.70 0.60
0.78 0.73 0.72
0.82 0.75 0.84
0.86 0.78 1.00
0.91 0.82
1.00 0.89
0.92
0.95
1.00
3-3/8 4-1/2 1-3/4
0.46
0.49
0.18
0.63
0.23
0.69
0.27 0.18 0.74
0.33 0.23 0.82
0.39 0.27 0.90
0.47 0.33 1.00
0.55 0.39
0.72 0.52
0.79 0.57
0.87 0.63
1.00 0.72
0.87
1.00
3-3/8 4-1/2
0.46
0.49
0.52
0.56
0.60
0.65
0.71
0.82
0.87
0.92
1.00
0.46
0.49
0.52
0.56
0.60
0.69
0.72
0.76
0.82
0.92
1.00
132
4.2.6
Anchor Diameter:
Adjustment
Factor
1/2" diameter
Spacing
Tension/Shear,
Edge Distance
Tension,
fA
Embed. Depth (in.)
1
1-1/8
1-1/2
1-3/4
2
2-1/4
2-1/2
3
3-3/8
4
4-1/2
5
6
6-3/4
7
8
9
10
11
12
2-1/4 4-1/2
0.70
0.75
0.78
0.82
0.85
0.88
0.95
1.00
fRN
6
(⊥ toward edge)
2-1/4 4-1/2
0.70
0.75
0.78
0.82
0.70
0.85
0.72
0.88
0.75 0.70 0.95
0.78 0.72 1.00
0.82 0.75
0.85 0.78
0.88 0.80
0.95 0.85
1.00 0.89
0.90
0.95
1.00
Edge Distance
Shear, fRV⊥
0.70
0.72
0.75
0.78
0.82
0.85
0.88
0.95
1.00
6
0.70
0.72
0.75
0.78
0.80
0.85
0.89
0.90
0.95
1.00
2-1/4 4-1/2
0.18
0.27
0.33
0.39
0.45
0.51
0.63
0.72
0.87
1.00
0.18
0.21
0.27
0.32
0.39
0.45
0.51
0.63
0.72
0.75
0.87
1.00
6
0.18
0.21
0.27
0.32
0.36
0.45
0.52
0.54
0.63
0.72
0.81
0.90
1.00
Edge Distance
Shear, fRVII
2-1/4 4-1/2
0.46
0.52
0.56
0.60
0.64
0.68
0.76
0.82
0.92
1.00
fA = 0.3 (s/hef) + 0.55
for scr>s>smin
6
0.46
0.48
0.52
0.55
0.60
0.64
0.68
0.76
0.82
0.84
0.92
1.00
fRN = 0.3 (c/hef) + 0.55
for ccr>c>cmin
0.46
0.48
0.52
0.55
0.58
0.64
0.69
0.70
0.76
0.82
0.88
0.94
1.00
Edge Distance Shear
( ⊥ toward edge)
fRV = 0.54 (c/hef) – 0.09
for ccr>c>cmin
Edge Distance Shear
fRVII = 0.36 (c/hef) + 0.28
for ccr>c>cmin
Load Adjustment Factors for 5/8" and 3/4" Diameter Anchors
Anchor Diameter
Adjustment
Factor
Embed. Depth (in.)
1-7/16
1-11/16
2
2-13/16
3-3/8
3-3/4
4-5/16
4-1/2
5-1/16
5-5/8
5-3/4
6-3/4
8-7/16
10-1/8
11-1/4
12
13-1/2
15
16
18
5/8" diameter
Spacing
Tension/Shear
fA
2-7/8
0.70
0.73
0.76
0.84
0.90
0.94
1.00
Edge Distance
Tension
5-5/8 7-1/2 2-7/8
0.70
0.73
0.76
0.70
0.84
0.73
0.90
0.75 0.70 0.94
0.78 0.72 1.00
0.79 0.73
0.82 0.75
0.85 0.78
0.86 0.78
0.91 0.82
1.00 0.89
0.96
1.00
fRN
3/4" diameter
Edge Distance
Shear, fRV⊥
(⊥ toward edge)
5-5/8 7-1/2 2-7/8
0.18
0.23
0.29
0.70
0.44
0.73
0.54
0.75 0.70 0.61
0.78 0.72 0.72
0.79 0.73 0.76
0.82 0.75 0.86
0.85 0.78 0.97
0.86 0.78 1.00
0.91 0.82
1.00 0.89
0.96
1.00
Edge Distance
Shear, fRVII
5-5/8 7-1/2 2-7/8
0.46
0.49
0.53
0.18
0.63
0.23
0.70
0.27 0.18 0.75
0.32 0.22 0.82
0.34 0.23 0.84
0.40 0.27 0.91
0.45 0.32 0.98
0.46 0.32 1.00
0.56 0.40
0.72 0.52
0.88 0.64
1.00 0.72
0.77
0.88
1.00
Spacing
Tension/Shear
fA
5-5/8 7-1/2 3-3/8 6-3/4
0.46
0.50
0.52
0.56
0.57
0.60
0.64
0.65
0.71
0.82
0.93
1.00
0.46
0.49
0.50
0.52
0.55
0.56
0.60
0.69
0.77
0.82
0.86
0.93
1.00
0.70
0.73
0.80
0.85
0.88
0.93
0.95
1.00
9
Edge Distance
Tension
fRN
3-3/8 6-3/4
0.70
0.73
0.80
0.70
0.85
0.72
0.88
0.74
0.93
0.75 0.70 0.95
0.78 0.72 1.00
0.80 0.74
0.81 0.74
0.85 0.78
0.93 0.83
1.00 0.89
0.93
0.95
1.00
0.70
0.72
0.74
0.75
0.78
0.80
0.81
0.85
0.93
1.00
9
0.70
0.72
0.74
0.74
0.78
0.83
0.89
0.93
0.95
1.00
Edge Distance
Shear, fRV⊥
(⊥ toward edge)
3-3/8 6-3/4
0.18
0.23
0.36
0.45
0.51
0.60
0.63
0.72
0.81
0.83
1.00
0.18
0.21
0.26
0.27
0.32
0.36
0.37
0.45
0.59
0.72
0.81
0.87
1.00
9
0.18
0.21
0.25
0.26
0.32
0.42
0.52
0.59
0.63
0.72
0.81
0.87
1.00
Edge Distance
Shear, fRVII
3-3/8 6-3/4
0.46
0.49
0.58
0.64
0.68
0.74
0.76
0.82
0.88
0.89
1.00
0.46
0.48
0.51
0.52
0.55
0.58
0.59
0.64
0.73
0.82
0.88
0.92
1.00
9
0.46
0.48
0.51
0.51
0.55
0.62
0.69
0.73
0.76
0.82
0.88
0.92
1.00
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133
4.2.6
Anchor Diameter:
Adjustment
Factor
7/8" diameter
Spacing
Tension/Shear,
Edge Distance
Tension,
fA
Embed. Depth (in.)
2
2-1/2
3
3-1/2
3-15/16
4-1/2
5
5-1/4
6
6-1/2
7
8
10
11-13/16
12
14
15-3/4
18
20
21
4
Edge Distance
Shear, fRVII
(⊥ toward edge)
fRN
7-7/8 10-1/2
0.70
0.74
0.78
0.81
0.85
0.89
0.93
0.94
1.00
Edge Distance
Shear, fRV⊥
4
7-7/8 10-1/2
0.70
0.74
0.78
0.81
0.70
0.85
0.72
0.89
0.74
0.93
0.75 0.70 0.94
0.78 0.72 1.00
0.80 0.74
0.82 0.75
0.85 0.78
0.93 0.84
1.00 0.89
0.89
0.95
1.00
0.70
0.72
0.74
0.75
0.78
0.80
0.82
0.85
0.93
1.00
0.70
0.72
0.74
0.75
0.78
0.84
0.89
0.89
0.95
1.00
4
7-7/8 10-1/2
0.18
0.25
0.32
0.38
0.44
0.52
0.59
0.62
0.72
0.79
0.86
1.00
0.18
0.22
0.25
0.27
0.32
0.36
0.39
0.46
0.60
0.72
0.73
0.87
1.00
0.18
0.22
0.24
0.27
0.32
0.42
0.52
0.53
0.63
0.72
0.84
0.94
1.00
4
0.46
0.51
0.55
0.60
0.63
0.69
0.73
0.75
0.82
0.87
0.91
1.00
7-7/8 10-1/2
fA = 0.3 (s/hef) + 0.55
for scr>s>smin
0.46
0.49
0.51
0.52
0.55
0.58
0.60
0.65
0.74
0.82
0.83
0.92
1.00
fRN = 0.3 (c/hef) + 0.55
for ccr>c>cmin
0.46
0.49
0.50
0.52
0.55
0.62
0.69
0.69
0.76
0.82
0.90
0.97
1.00
Edge Distance Shear
( ⊥ toward edge)
fRV = 0.54 (c/hef) – 0.09
for ccr>c>cmin
Edge Distance Shear
fRVII = 0.36 (c/hef) + 0.28
for ccr>c>cmin
Load Adjustment Factors for 1" and 1-1/4" Diameter Anchors
Anchor Diameter
Adjustment
Factor
Embed. Depth (in.)
2-1/4
2-3/4
3
4
4-1/2
5
5-5/8
6
6-3/4
7-1/2
8-1/4
9
10
11
12
13-1/2
14
16-7/8
18
20
22-1/2
24
27
30
1" diameter
Spacing
Tension/Shear
fA
4-1/2
0.70
0.73
0.75
0.82
0.85
0.88
0.93
0.95
1.00
9
12
Edge Distance
Tension
fRN
4-1/2
0.70
0.73
0.75
0.82
0.70
0.85
0.72
0.88
0.74
0.93
0.75 0.70 0.95
0.78 0.72 1.00
0.80 0.74
0.83 0.76
0.85 0.78
0.88 0.80
0.92 0.83
0.95 0.85
1.00 0.89
0.90
0.97
1.00
9
0.70
0.72
0.74
0.75
0.78
0.80
0.83
0.85
0.88
0.92
0.95
1.00
12
0.70
0.72
0.74
0.76
0.78
0.80
0.83
0.85
0.89
0.90
0.97
1.00
1-1/4" diameter
Edge Distance
Shear, fRV⊥
(⊥ toward edge)
4-1/2
0.18
0.24
0.27
0.39
0.45
0.51
0.59
0.63
0.72
0.81
0.90
1.00
9
0.18
0.21
0.25
0.27
0.32
0.36
0.41
0.45
0.51
0.57
0.63
0.72
0.75
0.92
1.00
12
0.18
0.21
0.25
0.28
0.32
0.36
0.41
0.45
0.52
0.54
0.67
0.72
0.81
0.92
1.00
Edge Distance
Shear, fRVII
4-1/2
0.46
0.50
0.52
0.60
0.64
0.68
0.73
0.76
0.82
0.88
0.94
1.00
9
0.46
0.48
0.51
0.52
0.55
0.58
0.61
0.64
0.68
0.72
0.76
0.82
0.84
0.96
1.00
12
0.46
0.48
0.51
0.53
0.55
0.58
0.61
0.64
0.69
0.70
0.79
0.82
0.88
0.96
1.00
Spacing
Tension/Shear
fA
5-5/8 11-1/4 15
0.70
0.71
0.76
0.79
0.82
0.85
0.87
0.91
0.95
0.99
Edge Distance
Tension
fRN
5-5/8 11-1/4 15
0.70
0.71
0.76
0.79
0.82
0.70
0.85
0.71
0.87
0.73
0.91
0.75 0.70 0.95
0.77 0.72 0.99
0.79 0.73
0.82 0.75
0.84 0.77
0.87 0.79
0.91 0.82
0.92 0.83
1.00 0.89
0.91
0.95
1.00
0.70
0.71
0.73
0.75
0.77
0.79
0.82
0.84
0.87
0.91
0.92
1.00
0.70
0.72
0.73
0.75
0.77
0.79
0.82
0.83
0.89
0.91
0.95
1.00
Edge Distance
Shear, fRV⊥
(⊥ toward edge)
Edge Distance
Shear, fRVII
5-5/8 11-1/4 15
5-5/8 11-1/4 15
0.18
0.20
0.29
0.34
0.39
0.45
0.49
0.56
0.63
0.70
0.77
0.87
1.00
0.46
0.47
0.54
0.57
0.60
0.64
0.66
0.71
0.76
0.81
0.86
0.92
0.98
0.18
0.20
0.23
0.27
0.31
0.34
0.39
0.44
0.49
0.56
0.58
0.72
0.77
0.87
1.00
0.18
0.21
0.23
0.27
0.31
0.34
0.40
0.41
0.52
0.56
0.63
0.72
0.77
0.88
1.00
0.46
0.47
0.50
0.52
0.54
0.57
0.60
0.63
0.66
0.71
0.73
0.82
0.86
0.92
1.00
0.46
0.48
0.50
0.52
0.54
0.57
0.60
0.62
0.69
0.71
0.76
0.82
0.86
0.93
1.00
134
4.2.6
Resistance of HIT RE 500 to Chemicals
Chemical
Chemicals Tested
Alkalinize
(Base material
concrete)
Concrete drilling mud (10%) pH=12.6
Concrete drilling mud (10%) pH=13.2
Concrete potash solution (10%) pH=14.0
Acetic acid (10%)
concrete was
dissolved by acid
Nitric acid (10%)
Hydrochloric acid (10%) 3 month Sulfuric acid (10%)
Benzyl alcohol
Ethanol
Ethyl acetate
Methyl ethyl ketone (MEK)
Trichlorethylene
Xylene (mixture)
Concrete plasticizer
Diesel oil
Oil
Petrol
Oil for form work (forming oil)
Salt water
de-mineralized water
salt spraying test
SO2
Environment / Weather
Resistant
+
+
+
-
{
Acids
Solvents
Chemicals
used on job sites
Environmental
Chemicals
Not
Resistant
+
+
+
+
+
+
+
+
+
+
+
40
0
60
100
Approx.
Full Curing Time
–5
72 hours
32
0
50 hours
50
10
24 hours
68
86
104
20
30
40
12 hours
8 hours
4 hours
Approx.
Initial Cure Time
23
–5
36 hours
32
0
25 hours
50
10
12 hours
68
86
104
20
30
40
6 hours
4 hours
2 hours
Gel Time Table1 (Approximate)
20
20
Base Material Temperature
°F
°C
°F
°C
(37.5% at 212°F)
(100% at 120°F)
(100% at 23°F)
Allowable Bond Strength
(% of Load at 70°F)
60
Full Cure Time Table1 (100% of working load)
Initial Cure Time Table1 (25% of working load)
120
80
Note: In actual use, the majority of the resin is encased in the base
material, leaving very little surface area exposed.
23
Influence of Temperature on Bond Strength
100
Samples of the HY 20 resin were immersed in the various chemical compounds
for up to one year. At the end of the test period, the samples were analyzed. Any
samples showing no visible damage and having less than a 25% reduction in
bending (flexural) strength were classified as “Resistant.” Samples that were
heavily damaged or destroyed were classified as “Not Resistant.”
140
180
220
°F
°C
Approx.
Gel Time
Base Material Temperature (°F)
Note: Test procedure involves the concrete being held at the elevated temperature for
24 hours then removing it from the controlled environment and testing to failure.
23
–5
4 hours
32
0
3 hours
50
5
2 hours
68
86
104
20
30
40
30 minutes
20 minutes
12 minutes
1 Minimum product temperature must be maintained above 41°F (5°C)
prior/during installation.
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4.2.6
4.2.6.4 Installation Instructions
1. Drill anchor hole using carbide or
diamond core bits.
2. Clean hole with a nylon or wire
brush. Proper hole cleaning is
essential. For core bits, flush hole
clean with water then immediately
remove standing water.
3. Insert air nozzle to bottom of hole
and blow out hole using a pump,
or compressed air. For underwater
holes, flush hole with clean water
after brushing.
4. Insert refill pack into holder.
Remove cap covering threaded
projection.
6. Put holder into dispenser and discard the first three trigger pulls
of adhesive from each refill
pack.
7. Inject adhesive into hole starting at
the bottom until 1/2 to 2/3 full.
Use mixer filler tube extensions
when needed to reach the hole
bottom.
8. Unlock dispenser.
10
11
10
11
10
11
12
10. Fastener may be adjusted during
specified gel time.
11. Do not disturb anchor between
specified gel time and initial cure
time. At the initial cure time the
fastener has 25% of full working
load. Work may proceed (e.g.
tying rebar, setting steel) which will
not exceed 25% of the full working
load. Do not torque anchor.
12. After full cure time, apply specified torque as required to secure
items to be fastened. Do not
exceed maximum torque specified.
3
2
1
5. Screw on static mixer.
Rod
9
2
≤ Tmax
≤T
max
Insert
9
≤ Tmax
≤T
max
Rebar
9
9. Insert rod, threaded insert or rebar.
Twist during installation.
136
4.2.6
HIT RE 500 Volume Charts
Threaded Rod Installation
Rebar Installation
Bit1
Rod
Drill
Adhesive Volume
Diameter Diameter Required per Inch
(in.)
(in.)
of embedment (in 3)
1/4
3/8
1/2
5/8
3/4
7/8
1
1-1/4
5/16
7/16
9/16
3/4
7/8
1
1-1/8
1-3/8
Metric Rebar Installation
(Canada Only)
0.055
0.095
0.133
0.261
0.326
0.391
0.478
0.626
EXAMPLE:
Determine approximate fastenings for 5/8" rod
embedded 10" deep.
10 x 0.261 = 2.61 in3 of adhesive per anchor
16.5 ÷ 2.61 ≈ 6 fastenings per small cartridge
81.8 ÷ 2.61 ≈ 31 fastenings per jumbo cartridge
Rod
Diameter
(in.)
Drill Bit1 Adhesive Volume
Diameter Required per Inch
(in.)
of embedment (in3)
Bar
Drill Bit1 Adhesive Volume
Diameter Diameter Required per Inch
(in.)
of embedment (in3)
#3 or 3/8
1/2
0.110
#4 or 1/2
5/8
0.146
#5 or 5/8
3/4
0.176
#6 or 3/4
7/8
0.218
#7 or 7/8
1
0.252
#8 or 1
1-1/8
0.299
#9 or 1-1/8
1-3/8
0.601
#10 or 1-1/4 1-1/2
0.659
#11 or 1-3/8 1-3/4
1.037
NOTE: Useable volume of HIT RE 500 refill pack
is 16.5 in3 (270 ml).
Useable volume of HIT RE 500 jumbo
cartridges is 81.8 in.3 (1340 ml).
10M
15M
20M
25M
30M
35M
5/8
3/4
1
1-1/8
1-3/8
1-3/4
0.186
0.170
0.388
0.289
0.481
0.996
1 Rebar diameter may vary. Use smallest drill bit which will accommodate rebar.
4.2.6.5 Ordering Information
HIT RE Mixer
HIT RE 500 Refill Pack
RE 500 Jumbo Cartridge
HIT Adhesives
Item No.
00340225
Description
RE 500 11.1 oz (330 ml)
Includes (1) Refill Pack and (1) Mixer with filler tube
00369251
RE 500 MC 11.1 oz (330 ml)
Includes (25) Refill Packs and (25) Mixers with filler tube
00305716
RE 500 Jumbo 47.3 oz (1400 ml)
Includes (4) Jumbo Refill Packs and (4) Mixers
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137
4.2.6
Dispensers
Battery Powered
Item No.
Ordering designation
00335288
BD2000 Battery Dispenser Kit
➀
➀
Includes: BD2000 battery dispenser, 2 foil pack holders, battery, charger, blow-out pump and
3 cleaning brushes. Packed in the BD2000 toolbox.
00332117
BD2000 Battery Dispenser only
➁
➁
➂
Manual
Item No.
00371291
00229154
00229170
MD 1000 Manual Dispenser for HIT ICE
MD 2000 dispenser — includes foil pack holder
Refill Holder Replacement for MD2000, BD 2000 or P-3000HY dispensers
➂
➃
➄
➃
Pneumatic Dispenser with 1/4" internally threaded compressed air coupling
Item No.
00255032
00373959
00373960
HIT-P3000F dispenser (for foil packs)
HIT-P8000D pneumatic dispenser (for jumbo cartridges)
Jumbo pack holder replacement for P8000D
➅
➆
➅
Mixers and Filler Tubes
➆
Item No.
Qty/pkg
00337111
HIT-RE-M static mixer (suitable for foil pack and jumbo cartridges)
1
00063799
Filler Tube 3/8" x 8"
1
00063993
Filler Tube 1/2" x 11 1/2
HIT-RE-M Mixer
Attach filler tube to small mixer to fill deeper holes & 3/8" diameter screen tubes
HIT Filler Tube
1
Attach filler tube to large mixer to fill deeper holes & 1/2" and larger diameter screen tubes.
00063995
Filler Tube 1/2"x 17 1/2"
1
Attach filler tube to large mixer to fill deeper holes & 1/2" and larger diameter screen tubes.
Hole Cleaning Accessories
Nylon Brushes are required for all applications in brick or softer masonry.
Wire brushes are required for all applications using HY 150 Adhesive.
HIT RE 500 can be used with nylon or wire brushes.
Item No.
Description
Hole Diameter
Qty/pkg
00063964
00060579
00063855
00063856
00063857
00063963
00255781
00255782
00059893
00255783
00255784
00003206
Air Nozzle (Length 24")
Blow Out Pump
Nylon Brush 5/8" x 12"
Nylon Brush 7/8" x 12"
Nylon Brush 1" x 12"
Nylon Brush 1-1/4" x 29"
Wire Brush 3/8" x 8"
Wire Brush 5/8" x 5/8"
Wire Brush 1" x 18"
Flat Wire Brush
1
1
3/8" to 1/2"
1/2" to 5/8"
5/8" to 3/4"
> 3/4"
7/16" to 1/2"
9/16" to 5/8"
11/16" to 3/4"
13/16" to 15/16"
1" to 1-1/8"
> 1-1/8" holes
➀
➁
1
1
1
1
1
1
1
1
1
1
➀
➂
➂
➂
➂
➃
➃
➃
➃
➃
➁
➂
➃
138
4.2.6
Threaded Rods
HAS-E Rods 5.8
HAS Super A193, B7 High Strength Rods
Item No. (Box)
Master Carton
(MC)
Description (in.)
Qty
Box/MC
00333184
00333185
00333183
00333186
00333187
00333188
00333189
00333190
00333191
00333192
00338933
00338934
00338932
00338935
00338936
00338937
00338938
00338939
00338940
00338941
3/8 x 3
3/8 x 4-3/8
3/8 x 5-1/8
3/8-8
3/8 x 12
1/2 x 3-1/8
1/2 x 4-1/2
1/2 x 6-1/2
1/2 x 8
1/2 x 10
10/360
10/180
20/240
10/160
10/90
10/240
10/160
20/160
10/120
10/120
00333193 00338942
00333194 00338943
1/2 x 12
5/8 x 8
10/80
20/80
00333197
00333195
00333196
00333201
00333198
00333202
00333203
00338946
00338944
00338945
00338947
00338948
00338949
00338950
5/8 x 9
5/8 x 12
5/8 x 17
3/4 x 10
3/4 x 11
3/4 x 12
3/4 x 14
10/60
10/60
10/40
10/40
10/30
10/30
10/30
00333204
00333205
00333206
00333207
00333208
00338951
00338952
00338953
00338954
00338955
3/4 x 17
3/4 x 19
3/4 x 21
3/4 x 25
7/8 x 10
10/20
10/20
10/20
10/20
10/20
00333209
00333210
00333211
00333212
00333213
00333214
00333215
00338956
7/8 x 13
00338957
1 x 12
00338958
1 x 14
00338959
1 x 16
00338960
1 x 20
00338961 (1) 1/4 x 16
00338962 (1) 1/4 x 22
10/20
4/16
2/16
2/12
2/12
4/8
2/8
Item No.
Description
Qty
Box
00068657
3/8x5-1/8
00068658
1/2x6-1/2
00333783
5/8x7-5/8
HAS-R Rods 304 Stainless Steel
Item No.
Description
Qty
Box
10
00333169
00333170
3/8x5-1/8
3/8 x 8
10
10
96803000 3/8x5-1/8
1
10
00333171
00333172
00333173
1/2x6-1/2
1/2x8
1/2x10
10
1
1
96803001 1/2x6-1/2
1
96803003
1
10
00333175
00333174
5/8x7-5/8
5/8x10
10
1
00068660
3/4x9-5/8
5
00333177
3/4x9-5/8
5
96901822
3/4 x 14
5
00333178
00333179
00333180
3/4x12
3/4x14
3/4x16
1
1
1
00333181
7/8x10
1
00333182
1x12
1
00068661 7/8x10 (HDG)1
96901815
7/8x11
96901816 7/8x12 (HDG)1
00045259 7/8x16 (HDG)1
00068662
1x12
96901818
1x14
96901819
1x16
96901820
1x21
00333779
1-1/4x16
5
5
5
5
5
5
5
5
4
96901821
5
1-1/4x23
HAS-R Rods 316 Stainless Steel
Item No.
Description
1/2x11
Qty
Box
00333781 5/8x7-5/8
10
96803004
96803005
1
1
5/8x9
5/8x12
96803006 3/4x9-5/8
96803007
1x12
1
4/16
1 Hot dipped galvanized (7/8" rod only). Coating thickness 2 mils (50.8 µm).
HIS Internally Threaded Inserts
HIS
Item No.
00258029
00258030
00258031
00258032
HIS-R
Item No.
00258029
00258030
00258031
00258032
Description
Useable
Thread
Length (in.)
Qty
Box
3/8x4-1/4
1/2x5
5/8x6-5/8
3/4x8-1/4
1
1-3/16
1-1/2
2
10
5
5
5
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139
Spec 033000 2.9 G 1 b.
CSI Code: 03 15 00
FEBRUARY 2009
(Supersedes March 2008)
NO. 320-F
FIBRE EXPANSION JOINT
Multi-Purpose, Expansion-Contraction Joint Filler
FEATURES/BENEFITS
• Provides the ideal product for the majority of
DESCRIPTION
FIBRE EXPANSION JOINT is composed of
cellular fibers securely bonded together and
uniformly saturated with asphalt to assure
longevity. Wherever a cost-effective joint filler is
required, FIBRE EXPANSION JOINT meets the
need. Manufactured and marketed by W. R.
MEADOWS since the early 1930s, FIBRE
EXPANSION JOINT is backed by over 70 years
of proven application experience. FIBRE
EXPANSION JOINT is versatile, resilient,
flexible and non-extruding. When compressed to
half of its original thickness, it will recover to a
minimum of 70% of its original thickness. FIBRE
EXPANSION JOINT will not deform, twist or
break with normal on-the-job handling. Breakage,
waste and functional failure resulting from the use
of inferior, foreign fiber materials can cost you
time, dollars and can result in a substandard
finished job, generating costly callbacks and
rework expenses. However, the purchase and
installation of FIBRE EXPANSION JOINT (a
small segment of the total project’s cost)
contributes to both the final cost efficiency and
functional success, far greater in proportion than
its original cost.
USES
FIBRE EXPANSION JOINT is ideal for use on
highways, streets, airport runways, sidewalks,
driveways, flatwork, and scores of commercial
and industrial applications subject to pedestrian
and vehicular traffic.
all expansion/contraction joint requirements.
• Non-extruding ... versatile ... offers a minimum
70% recovery after compression.
• This tough, lightweight, easy-to-use, semi-rigid
joint filler is available in strips and shapes
fabricated to your requirements.
• Easy to cut ... dimensionally stable ... not
sticky in summer or brittle in winter.
• Provides neat, finished joints requiring no
trimming.
• Often copied ... but never equaled.
• Remains the standard of the industry today ...
with over 70 years of proven and satisfactory
performance.
• Can be punched for dowel bars and laminated
to thicknesses greater than 1”.
Fibre Specifications and Size Information
Conforms to or meets:
Thickness
• ASTM D 1751
• AASHTO M 213
1/4”, 3/8”, 1/2”
3/4”, 1”
Slab
Widths
36”, 48”
Standard
Lengths
10’ (3.05 m)
Weight per
ft.3
>19 lb.
(.91, 1.22 m) Also available:
• FAA Specification
(6.4, 9.5, 12.7,
5’, 6’, 12’ (1..5,
Item P-610-2.7
19.1, 25.4 mm)
1.83, 3.66 m)
• Corps of Engineers
CRD-C 508
▪HH-F-341 F, Type 1
CONTINUED ON REVERSE SIDE…
PAGE 2 … FIBRE EXPANSION JOINT #320-F … FEBRUARY 2009
TYPICAL APPLICATIONS
APPLICATION
LEED INFORMATION
FIBRE EXPANSION JOINT is positioned
against the forms, at interrupting objects or
columns, and against abutting structures prior to
the placement of concrete. FIBRE EXPANSION
JOINT should be installed 1/2” (12.7 mm) below
the concrete surface to accept the joint sealant.
Before sealing, slide SNAP-CAP® from W. R.
MEADOWS over the top of the expansion joint.
Place the concrete and screed to finish grade, as
usual. When concrete is cured, insert a
screwdriver through the top of SNAP-CAP, pull
free and discard. For maximum protection from
water infiltration and weathering, and to assure
proper function, seal the joint with any approved
hot- or cold-applied product, such as #164, 3405,
HI-SPEC®, SAFE-SEAL, or SOF-SEAL® from
W. R. MEADOWS.
May help contribute to LEED credits:
MR Credit 4.1: Recycled Content: 10%
MR Credit 4.2: Recycled Content: 20%
MR Credit 5.1: Regional Materials: 10%
Extracted, Processed & Manufactured
Regionally
MR Credit 5.2: Regional Materials: 20%
Extracted, Processed & Manufactured
Regionally
© W. R. MEADOWS 2002
For most current data sheet, further
LEED information, and MSDS, visit
www.wrmeadows.com.
2/09-2M
Spec 033000 2.10 A 1. c.
Product Data Sheet
Edition 5.5.2011
SikaLatex R
SikaLatex® R
Construction
Acrylic latex bonding agent and admixture
for portland-cement mortar and concrete
Description
SikaLatex R is an acrylic-polymer latex. It is a non-reemulsifiable, general-purpose
admixture to produce polymer-modified concrete and mortar.
Where to Use
n An admixture in mortar and concrete to improve adhesion, and achieve a denser
n Use in patching and flash coats. Use with stucco and terrazzo.
n As a bonding grout when mixed with sand and portland cement.
n For use with SikaRepair® to improve the mortar and increase the adhesion and
Advantages
n Mortar and concrete containing SikaLatex R exhibit improved adhesion to prepared
surface.
performance.
substrates.
n Increased adhesive strength of mortar/concrete when used as a bonding agent or
as a bonding grout.
n Increased resistance to freeze/thaw durability.
n Does not produce a vapor barrier.
n USDA-approved.
Coverage
As an admixture: 4 gals./sack of cement.
As mixing solution for Sika Repair® Mortar or Concrete, use neat.
As a primer: estimated coverage on a CSP-3 prepared surface is 300 sq. ft./gal.
Packaging
1 gal. jug, 4/case; 5 gal. pails; 55 gal. drums.
Typical Data (Material and curing conditions @ 73°F and 50% R.H.)
Results may differ based upon statistical variations depending upon mixing methods and equipment,
temperature, application methods, test methods, actual site conditions and curing conditions.
Shelf Life
2 years in original, unopened containers
Storage Conditions
Store dry at 40°-95°F. Condition material to 60°-75°F
before using. Protect from freezing. If frozen, discard.
Color
Milky-white.
Bond Strength (ASTM C-882)
Slurry, scrub coat 2 parts sand, 1 part cement. SikaLatex R added to produce a
creamy consistency.
Plastic Concrete to Hardened Concrete
28 days
> 500 psi
(3.4 MPa)
How to Use
Substrate
Concrete, mortar, and masonry products.
Surface Preparation
Concrete/Mortar: Remove all deteriorated concrete, dirt, oil, grease, and all bond-inhibiting materials from surface. Be sure repair is not less than 1/8 inch in depth. Preparation work should be done by high pressure water blast, scabbler, or other appropriate
mechanical means to obtain an aggregate-fractured surface with a minimum surface
profile of 1/16 inch. Saturate surface with clean water. Substrate should be saturated
surface dry (SSD) with no standing water during application.
Mixing Procedure
As admixture/mixing solution: With mixer running, add materials in the following
order: SikaLatex R solution, aggregate, cement, or SikaRepair. Add more SikaLatex R
solution if required.
As a bonding agent: Add 1 part cement, 2 parts sand, and a sufficient amount of
undiluted SikaLatex R to produce a creamy paint consistency. Maximum 4 gals./sack
of cement.
As a primer: No dilution is required. Use as is.
Application
Bonding Agent: Brush grout into area to be resurfaced with stiff-bristled broom or
scrub brush. Be sure entire surface and all edges are coated. Apply topping immediately over scrub coat before the bonding slurry dries.
Construction
Admixture: Immediately trowel SikaLatex R mortar or concrete mixes into areas to
be patched. Do not over-finish. As soon as finish will resist damage, cure with damp
burlap and/or white pigmented polyethylene film. Curing should continue for 24 hours.
Pre-testing is recommended when adding SikaLatex R to a specific mix design to assure the results required.
Primer (for acrylic coatings only): Apply undiluted SikaLatex R to prepared concrete
substrate using brushes, rollers, soft brooms, or spray. SikaLatex R must be tack-free
(film formation) prior to coating. Estimated coverage on a CSP-3 prepared surface is
300 sq. ft./gal.
SikaLatex R primer may be applied up to 24 hours ahead providing the area is kept dry
and clean. Very porous concrete may require a second coat of SikaLatex R to seal the
surface.
Limitations
nMinimum application temperature 40°F.
nToppings must be applied immediately over SikaLatex R bonding grout ‘wet on wet’.
nDiscard material if frozen.
nAvoid over-working or over-finishing surface.
nDo not apply solvents or solvent-based curing compounds to SikaLatex R mortar/
nDo not use air-entraining cements when used as an admixture.
nAs with all cement based materials, avoid contact with aluminum to prevent adverse
Irritant
May cause skin/eye/respiratory irritation. Avoid breathing vapors. Use with adequate
ventilation. Avoid skin and eye contact. Safety goggles, and rubber gloves are recommended.
concrete.
chemical reaction and possible product failure. Insulate potential areas of contact by
coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur
Hi-Mod 32.
Caution
First Aid
In case of skin contact, wash thoroughly with soap and water. For eye contact, flush
immediately with plenty of water for at least 15 minutes, and contact a physician. For
respiratory problems, remove person to fresh air. Remove contaminated clothing.
Wash clothing before re-use.
Clean Up
In case of spillage, collect with absorbent material, ventilate closed areas, and dispose
of in accordance with current, applicable local, state, and federal regulations. Keep
container tightly closed and in an upright position to prevent spillage and leakage.
KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice relating to the
application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products when properly stored, handled
and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materials, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no liability for the provision of such information, advice,
recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice,
recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application
and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikausa.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most current Technical
Data Sheet, product label and Material Safety Data Sheet which are available online at www.sikausa.com or by calling Sika's Technical Service
Department at 800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and
instruction for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
LIMITED WARRANTY: Sika warrants this product for one year from date of installation to be free from manufacturing defects and to meet the
technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended
use and assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
No other warranties express or implied shall apply including any warranty of merchantability or fitness for a particular
purpose. Sikashallnot be liable underanylegaltheoryfor specialor consequentialdamages. SIKASHALL NOT BE RESPONSIBLE
FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Visit our website at www.sikausa.com
1-800-933-SIKA NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center.
Sika Corporation
Sika Canada Inc.
Sika Mexicana S.A. de C.V.
201 Polito Avenue
601 Delmar Avenue
Carretera Libre Celaya Km. 8.5
Lyndhurst, NJ 07071
Pointe Claire
Fracc. Industrial Balvanera
Phone: 800-933-7452
Quebec H9R 4A9
Corregidora, Queretaro
ISO 9001
Fax: 201-933-6225
Phone: 514-697-2610
C.P. 76920
RC 14001
Fax: 514-694-2792
Phone: 52 442 2385800
Sika and SikaLatex are registered trademarks.
Fax: 52 442 2250537
Printed in Canada.
Certificate # FM 69711
Certificate # RC 510999
Spec 033000 2.10 A 2. a.
EUCO EPOXY CARTRIDGES™
STRUCTURAL ANCHORING AND BONDING ADHESIVES
material description
"
The Euclid Chemical Company’s
Epoxy Cartridges are among the
easiest-to-use and most effective in
the industry. Whether you spec
EUCO #452 Cartridge MV (Medium
Viscosity), EUCO #452 or #620
Cartridge GEL you can count on a
super high strength, high modulus,
moisture-insensitive bond that’s
faster and easier to achieve than
with any troweling paste on the
market. Convenient cartridge
packaging eliminates the need for
hand-mixing large units of material
- with cartridges, use only what is
needed and save the remaining for
later work.
structural anchoring and bonding adhesives
Use EUCO EPOXY
CARTRIDGES
to make a quick, sure set
for any structural steel.
Best of all, with EUCO EPOXY
CARTRIDGES, there’s no need to buy
expensive nozzles or dispensers. All
flow smoothly and easily with
standard dispensing/caulking guns.
Portable and easy to use,
EUCO EPOXY CARTRIDGES
make quick work of concrete crack repair.
" structural anchoring & bonding " high-strength repair "
" crack and void filling " mating irregular surfaces "
Use EUCO EPOXY CARTRIDGES to
bond fresh concrete to hardened
concrete. Or to bond concrete,
masonry, steel, ceramic or wood.
Use them, too for anchoring bolts,
dowels and pins into concrete
or masonry. EUCO EPOXY will even
seal around epoxy injection ports.
Anchoring with EUCO EPOXY
1.
Drill holes to proper
diameter and length.
2.
Clean holes with a
nylon brush.
3.
Blow concrete dust
from hole with
oil-free compressed
air from back and
forward.
4.
After uniform color
is achieved, static
mixer should be
placed in back of hole.
Start extruding epoxy
while pulling static
mixer out, filling hole
half full. Rotate the
bolt slightly as it is
inserted to the back
of the hole.
EUCO EPOXY ADHESIVES
are tested rigorously for
strength and durability.
Many applications are
tested to ASTM and other
international standards.
"
physical properties / certifications / packaging
EUCO EPOXY CARTRIDGES™
STRUCTURAL ANCHORING AND BONDING ADHESIVES
" Super high strength, high modulus
" Moisture insensitive before, during and after cure
" Excellent adhesion to most structural materials
" Easy to use cartridge requires no mixing by hand
" 100% solids — 100% solvent free
" Static mixer supplied with each cartridge
" Approvals: USDA, ICBO, ASTM C-881
(see individual technical data sheets for details)
Typical Physical
Properties
" EUCO #452 CARTRIDGE MV
This medium viscosity adhesive offers
exceptional flow for easy filling of horizontal
cracks and dispenses easily even in colder
weather (to 40°F). One 600 ml (300 ml x 300
ml, side by side) cartridge yields 20 fluid
ounces or 37 in3 of epoxy.
" EUCO #452 CARTRIDGE GEL
This thick viscosity gel is ideal for
vertical and overhead application, but can also
be used for horizontal application when a
thicker adhesive is desired. One 600 ml (300
ml x 300 ml, side by side) cartridge yields 20
fluid ounces or 37 in3 of epoxy.
" EUCO #620 CARTRIDGE GEL
This thick viscosity gel offers all the
benefits of EUCO #452 Cartridge GEL, but with
an even faster set/cure time. It develops a high
early strength in any application, and won’t
drip or run in vertical and overhead anchoring
and bonding applications. One 600 ml (300 ml
x 300 ml, side by side) cartridge yields 20 fluid
ounces or 37 in3 of epoxy.
EUCO #452
Cartridge MV
EUCO #452
Cartridge GEL
EUCO #620
Cartridge GEL
3000 psi
2500 psi
3100 psi
Compressive Strength
(ASTM D-695)
10,200 psi
11,200 psi
10,900 psi
Gel Time
30 minutes
35 minutes
8 minutes
12 hours
12 hours
2.5 hours
1 year
2 years
2 years
Shear Bond Strength
(ASTM C-882)
Minimum Cure Time*
Shelf Life
*Minimum cure time is the minimum time required before the designed load may be applied.
Contact your Euclid Chemical
Representative or call 800-321-7628 for
more detailed technical specifications and
engineering data.
The Euclid Chemical Company, founded
in 1910, is today a worldwide supplier of
quality products and services for the
concrete and masonry industry. We provide
complete specification assistance and laboratory support as well as on-site service
forguidance and proper product usage.
19218 Redwood Road ◆ Cleveland, Ohio 44110
Toll-free: [800] 321-7628 ◆ Fax: [216] 531-9596
www.euclidchemical.com
American Made. American Owned.
56 SS Cartridges 5.03 5M © 2003 The Euclid Chemical Company. All rights reserved. The information contained herein is, to our knowledge, true and accurate. While this material is furnished in good faith, no warranty expressed or implied,
of merchantability, completeness, fitness or otherwise is made. This material is offered only for your consideration, investigation and verification, and The Euclid Chemical Company disclaims any liability incurred from the use thereof and shall not
in any event, be liable for any special, incidental or consequential damages arising from such use. This information is not intended to be all inclusive and the manner and conditions of use and handling of any material may involve other or additional considerations specific to the use or user. Nothing herein should be construed as permission or recommendation to infringe any patent or as to any specific use. No agent, representative or employee of this company is authorized to vary any
term of this notice.
Spec 033000 2.10 A. 3. b.
PRODUCT DATA
3
03 01 00 Maintenance of
Concrete
EMACO® R350 CI
Polymer-modified lightweight vertical and overhead repair mortar with
integral corrosion inhibitor
Description
Features
Benefits
Emaco® R350 CI is a one-component
low-density, polymer-modified
renovation mortar that contains an
integral corrosion inhibitor. It is ideally
suited for patching and resurfacing
distressed concrete. Its lightweight
nature allows for excellent build
without sagging. Emaco® R350 CI
repair mortar can be used both interior
and exterior.
• Low permeability
Resists moisture and chloride intrusion
• Contains an integral corrosion inhibitor
Prevents corrosion from a wide range of sources
and environments
• Low modulus of elasticity
Improved compatibility for surface renovation
• One component
Easy mixing and handling; components not
damaged by freezing
• Excellent yield per bag; low unit weight
Economical repairs
• Shrinkage compensated
Reduces stress at bondline
• Polymer modified
Improved bond to surrounding concrete
Yield is approximately 0.61 ft3
(0.017 m3), which will cover
approximately 7.4 ft2 (0.69 m2) at a 1"
(25 mm) depth without waste.
Where to Use
How to Apply
APPLICATION
Surface Preparation
• Spalled areas
CONCRETE
Packaging
• Building facades
55 lb (25 kg) multi-wall bags
• Balconies and columns
Shelf Life
• Beam and soffit repair
9 months when properly stored
• Bridges and parking garages
1. Perform surface preparation in compliance with
ICRI Technical Guideline No. 03730 “Guide for
Surface Preparation for the Repair of Deteriorated
Concrete Resulting from Reinforcing Steel
Corrosion.”
Storage
• Retaining walls
Store in unopened containers in clean,
dry conditions between
45 and 90° F (7 and 32° C).
• Tuckpointing
Yield
LOCATION
• Vertical and overhead surfaces
2. Square cut or undercut the perimeter of the area
being patched to a minimum depth of 1/8" (3 mm)
to prevent featheredges. Do not cut reinforcement.
3. Chip and remove unsound and delaminated
concrete to a depth of 1/8" (3 mm) or to whatever
additional depth is necessary to reach sound concrete.
Limit the size of chipping hammers to 15 lbs (6.8 kg)
to reduce micro fractures. Hydrodemolition may be
used. Do not use a method of surface preparation that
will fracture the concrete. Verify the absence of
microcracking or bruising in accordance with ICRI
Guideline No. 03732.
Protection and Repair
EMACO® R350 CI
Technical Data
Composition
Test Data
Emaco® R350 CI is a blend of cement, microsilica,
graded aggregates, dry polymer, lightweight fillers,
integral corrosion inhibitor, and set-control additives.
Typical Properties
PROPERTY
RESULTS
PROPERTY
TEST METHODS
1 Day
Psi
(MPa)
7 Days
Psi
(MPa)
28 Days
Psi
(MPa)
1,500
(10.4)
3,500
(24.2)
5,000
(34.5)
200
(1.4)
300
(2.1)
600
(4.1)
250
(1.7)
700
(4.8)
900
(6.2)
250
(1.7)
300
(2.1)
400
(2.8)
500
(3.5)
1,100
(7.6)
1,500
(10.4)
Compressive strength
VALUE
Unit weight, lb/ft3 (kg/m3)
103 (1,650)
Working time, min
30
Set time, hr:min
(ASTM C 266)
Initial set
Final set
0:45
1:30
ASTM C 109
Splitting tensile strength
ASTM C 496
Flexural strength
ASTM C 348
Direct-shear bond strength
Michigan DOT
Slant shear bond strength
ASTM C 882, Modified1
Modulus of elasticity, psi (GPa)
2.0 x 106 (14.0)
ASTM C 469
Rapid chloride permeability,
coulombs
300
ASTM C 1202 /
AASHTO T 277
Freeze/thaw resistance, % RDM,
at 300 cycles
100
ASTM C 666,
Procedure A
Scaling resistance at 50 cycles
1; very slight scaling
ASTM C 672
1
No epoxy-bonding agent used, air cured according to ASTM C 1042.
Results were obtained when material was mixed with 0.98 gallons (3.7 L) of water per bag and cured at 70° F (21° C). Expect reasonable
variations, depending upon mixing equipment, temperature, application methods, test methods, and curing conditions.
4. After concrete removal, thoroughly abrade the
roughened surface and exposed reinforcement to
remove all bond-inhibiting materials such as rust,
dirt, loose chips, dust, oil, and grease.
STEEL
5. Saturate the area thoroughly with water for
several hours before placing Emaco® R350 CI.
2. Sandblast or shotblast corroded reinforcing steel
after chipping to remove oxidation and scale in
compliance with ICRI Technical Guideline No. 03730
“Guide for Surface Preparation for Repair of
Deteriorated Concrete Resulting from Reinforcing
Steel Corrosion.” For additional protection from
future corrosion, coat the prepared reinforcing steel
with Emaco® P22 or Emaco® P24 rebar coatings.
6. Immediately before mixing, blow off or remove all
excess water from repair area. Surface should have
a saturated surface-dry (SSD) condition during
placement.
1. Remove 3/4" (19 mm) of concrete behind the
corroded reinforcing steel to provide adequate space
for preparation and material placement.
Mixing
1. Use a slow-speed drill (400 – 600 rpm) with a
Jiffy-type paddle or an appropriately sized mortar
mixer.
2. Add 0.95 – 1.1 gallons (3.6 – 4.1 L) of clean
potable water per 55 lb (25 kg) bag of Emaco® R350
CI. Pour approximately 90% of the mix water into the
mixing container, then charge the mixer with the
bagged material. Add remaining mix water as
required for vertical or overhead applications.
3. Mix to a uniform consistency. Typical mixing time
is 3 – 5 minutes. Do not mix longer than 5 minutes.
Application
1. Remove excess water from the saturated
surface-dry (SSD) substrate.
2. Scrub a bond coat of Emaco® R350 CI repair
mortar into the prepared surface with a stiff-bristled
broom or brush. Emaco® R350 CI repair mortar must
be placed before the bond coat dries. Do not dilute
the bond coat with water.
3. Apply material while taking proper consideration
for compaction around reinforcing steel.
EMACO® R350 CI
4. When applying in multiple lifts, scratch the
preliminary lift before initial set. Apply the next lift
after the preliminary lift has reached final set. If the
next lift will not be placed immediately, keep the
surface continually moist.
Health and Safety
5. Cut off or level as required to match the original
concrete elevation. Maximum application thickness is
2-3/4" (70 mm).
Eye irritant. Skin irritant. Causes burns. Lung irritant.
May cause delayed lung injury.
6. Where rapid drying conditions exist (e.g., hot, dry,
windy conditions) use Confilm® evaporation reducer.
Refer to the Confilm® product data sheet for more
information.
KEEP OUT OF THE REACH OF CHILDREN. Avoid
contact with eyes. Wear suitable protective eyewear.
Avoid prolonged or repeated contact with skin. Wear
suitable gloves. Wear suitable protective clothing. Do
not breathe dust. In case of insufficient ventilation,
wear suitable respiratory equipment. Wash soiled
clothing before reuse.
7. Finish the final surface as required.
Curing
1. Proper curing is extremely important and should
be conducted in accordance with ACI 308, “Standard
Practice for Curing Concrete.”
2. Apply a curing compound that complies with the
moisture-retention requirements of ASTM C 309 or
ASTM C 1315. Apply curing materials as soon as the
surface cannot be marred by the application.
3. Sheeting material, wet burlap, or fog spray may
be used in place of curing compounds. Minimum
wet-curing time is 2 – 3 days.
For Best Performance
• Do not mix partial bags.
• Give mortar extra time for curing in temperatures
below 50° F (10° C).
• Minimum ambient and surface temperatures
should be 45° F (7° C) and rising at the time of
application.
• Do not use solvent-based curing compounds.
• Do not mix longer than 5 minutes.
• Featheredging will result in reduced performance.
• Do not use in horizontal applications where
wheeled traffic is anticipated.
• Make certain the most current versions of
product bulletin and MSDS are being used; call
Customer Service (1-800-433-9517) to verify the
most current versions.
• Proper application is the responsibility of the user.
Field visits by BASF personnel are for the purpose
of making technical recommendations only and not
for supervising or providing quality control on the
jobsite.
EMACO® R350 CI
Caution
Risks
Precautions
First Aid
Wash exposed skin with soap and water. Flush eyes
with large quantities of water. If breathing is difficult,
move person to fresh air.
Waste Disposal Method
This product when discarded or disposed of is not
listed as a hazardous waste in federal regulations.
Dispose of in a landfill in accordance with local
regulations.
For additional information on personal protective
equipment, first aid, and emergency procedures,
refer to the product Material Safety Data Sheet
(MSDS) on the job site or contact the company at the
address or phone numbers given below.
Proposition 65
This product contains materials listed by the state of
California as known to cause cancer, birth defects, or
reproductive harm.
VOC Content
0 lbs/gal or 0 g/L.
For medical emergencies only,
call ChemTrec (1-800-424-9300).
EMACO® R350 CI
BASF Construction Chemicals, LLC –
Building Systems
889 Valley Park Drive
Shakopee, MN, 55379
www.BuildingSystems.BASF.com
Customer Service 800-433-9517
Technical Service 800-243-6739
LIMITED WARRANTY NOTICE Every reasonable effort is made to apply BASF exacting standards both in the manufacture of our products and in the information which we issue concerning these products and their use. We
warrant our products to be of good quality and will replace or, at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products, but also upon many factors
beyond our control. Therefore, except for such replacement or refund, BASF MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR
MERCHANTABILITY, RESPECTING ITS PRODUCTS, and BASF shall have no other liability with respect thereto. Any claim regarding product defect must be received in writing within one (1) year from the date of shipment. No claim
will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any
authorized change in the printed recommendations concerning the use of our products must bear the signature of the BASF Technical Manager.
This information and all further technical advice are based on BASF’s present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and
advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF disclaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES
OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF reserves
the right to make any changes according to technological progress or further developments. It is the customer’s responsibility and obligation to carefully inspect and test any incoming goods. Performance of the product(s) described herein
should be verified by testing and carried out only by qualified experts. It is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation,
nor an endorsement of any product and does not imply that similar products could not be used.
For professional use only. Not for sale to or use by the general public.
Form No. 1019943 7/07
Printed on recycled paper including 10% post-consumer fiber.
© 2007 BASF
Printed in U.S.A.
Spec 033000 2.10 A 4. c.
Product Data Sheet
Edition 5.5.2011
SikaTop 111 PLUS
SikaTop® 111 PLUS
Two-component, polymer-modified, cementitious, screed
mortar plus FerroGard 901 penetrating corrosion inhibitor
Description
SikaTop 111 PLUS is a two-component, polymer-modified, portland-cement, fast-setting, screed mortar. It is
a performance repair mortar for horizontal, vertical and overhead applications or form and pour application.
It offers the additional benefit of FerroGard 901, a penetrating corrosion inhibitor.
Where to Use
n
On
grade, above, and below grade on concrete and mortar.
horizontal, vertical and overhead surfaces.
n
As a structural repair material for parking facilities, industrial plants, walkways, bridges, tunnels, and dams.
n
Free-flowing repair mortar for hard-to-reach areas.
n
Filler for voids and cavities.
n
Overlay in cathodic protection systems.
Advantages
nHigh
Construction
n
On
compressive and flexural strengths.
early strengths.
nOpens to traffic fast; foot in 4-6 hours, pneumatic tire in 8-12 hours (73°F).
nSuperior abrasion resistance over conventional portland cement mortar.
nIncreased freeze/thaw durability and resistance to deicing salts.
nCompatible with coefficient of thermal expansion of concrete - Passes ASTM C-884 (modified).
nIncreased density - improved carbon dioxide resistance (carbonation) without adversely affecting water
vapor transmission (not a vapor barrier).
nEnhanced with FerroGard 901, a penetrating corrosion inhibitor - reduces corrosion even in the adjacent
concrete.
nNot flammable, non-toxic.
nUSDA approved.
n ANSI/NSF Standard 61 potable water approved.
Yield
Approximately 0.5 cu. ft./unit. Approximately 0.75 cu. ft./unit (SikaTop 111 + 42 lbs. of 3/8” pea gravel).
Packaging
Component ‘A’ - 1-gal. plastic jug; 4/carton. Component ‘B’ - 61.5-lb. multi-wall bag.
nHigh
Shelf Life
Storage Conditions
Color
Mixing Ratio
Application Time
Finishing Time
One year in original, unopened packaging.
Store dry at 40°-95°F (4°-35°C). Condition material to 65°-75°F before using.
Protect Component ‘A’ from freezing. If frozen, discard.
Concrete gray when mixed.
Plant-proportioned kit, mix entire unit.
Approximately 30 minutes.
50-120 minutes. Note: All times start after adding Component ‘B’ to Component ‘A’ and
are highly affected by temperature, relative humidity, substrate temperature, wind, sun,
and other job site conditions.
Flexural Strength (ASTM C-293)
28 days
1,500 psi (10.3 MPa)
Splitting Tensile Strength (ASTM C-496)
28 days
700 psi (4.8 MPa)
Bond Strength* (ASTM C-882 modified)
28 days
2,500 psi (17.2 MPa)
Compressive Strength (ASTM C-109) (mortar)
1 day
2,500 psi (17.2 MPa)
7 days
5,500 psi (37.9 MPa)
28 days
7,000 psi (48.3 MPa)
Permeability (AASTHO T-277) 28 days Approx. 500 Coulombs Electrical resistivity (ohm-cm) 35,000
Freeze/Thaw Resistance (ASTM C-666)
300 cycles 98%
Corrosion Testing for FerroGard 901
Cracked Beam Corrosion Tests: Reduced corrosion rates 63% versus control specimens
ASTM G109 modified after 400 days
* Mortar scrubbed into substrate.
How to Use
Substrate
Surface Preparation Concrete/Mortar: Remove all deteriorated concrete, dirt, oil, grease, and all bond-inhibiting materials from
surface. Be sure repair area is not less than 1/2-in. in depth. Preparation work should be done by high pressure water blast, scabbler or other appropriate mechanical means to obtain an exposed aggregate surface
with a minimum surface profile of +1/16 (CSP-6) in for neat ST III PLUS (1/8 in. for extended ST III PLUS).
Saturate surface with clean water. Substrate should be saturated surface dry (SSD) with no standing water,
during application.
Concrete, mortar, and masonry products.
Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove
all traces of rust. Where corrosion has occurred due to the presence of chlorides, the steel should be
high-pressure washed with clean water after mechanical cleaning. For priming of reinforcing steel, use Sika
Armatec 110 EpoCem (consult Technical Data Sheet).
Priming
Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika Armatec
110 EpoCem (consult Technical Data Sheet). Alternately, a scrub coat of SikaTop 111 Plus can be applied
prior to placement of the mortar. The repair mortar has to be applied into the wet scrub coat before it dries.
Mixing
Construction
Pour approximately 7/8 of Component ‘A’ into the mixing container. Add Component ‘B’ (powder) while mixing continuously. Mix mechanically with a low speed drill (400-600 rpm) and mixing paddle or mortar mixer.
Add remaining Component ‘A’ (liquid) to mix if a more loose consistency is desired. Mix to a uniform consistency, maximum 3 minutes. Manual mixing can be tolerated only for less than a full unit. Thorough mixing
and proper proportioning of the two components is necessary.
For SikaTop 111 PLUS concrete: Pour all of Component ‘A’ into mixing container. Add all of Component
‘B’ while mixing, then introduce 3/8 inch coarse aggregate at desired quantity. Mix to uniform consistency,
maximum 3 minutes. Addition rate is 42 lbs. per bag (approx. 3.0 to 3.5 gal. by loose volume). The aggregate must be non-reactive (reference ASTMC1260, C227 and C289), clean, well-graded, saturated surface
dry, have low absorption and high density, and comply with ASTM C33 size number 8 per Table 2.
note: Variances in the quality of the aggregate will affect the physical properties of SikaTop 111 PLUS. The yield
is increased to 0.75 cu. ft./unit with the addition of the aggregate (42 lbs.). Do not use limestone aggregate.
Application & Finish Horizontal: Mortar or concrete must be scrubbed into the substrate, filling all pores and voids. After filling
repair, screed the material. Allow mortar or concrete to set to desired stiffness, then finish with wood or
sponge float for a smooth surface, or broom or burlap-drag for a rough finish.
Form and pour or pump applications: Pre-wet surface to SSD. Vibrate form while pouring or pumping.
Pump with a variable pressure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure
is evident then STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident, and
forms stripped when appropriate.
Curing
As per ACI recommendations for portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene, a fine mist of water or a water based* compatible curing compound. Curing compounds adversely affect
the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence
immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost.
*Pretesting of curing compound is recommended.
Limitations
n Application thickness:
Min.
Max. inches one lift
Neat
inch (12 mm)
1 inch (25 mm)
Extended
1 inch (25 mm)
6 inches (150 mm)
n Minimum ambient and surface temperatures 45°F (7°C) and rising at time of application.
n Addition of coarse aggregates may result in variations of the physical properties of the mortar.
n Do not use solvent-based curing compound.
n As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction
and possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts
etc. with an appropriate epoxy such as Sikadur Hi-Mod 32.
Caution
Component ‘A’ - Irritant - May cause skin/eye/respiratory irritation. Avoid breathing vapors. Use with
adequate ventilation. Avoid skin and eye contact. Safety goggles and rubber gloves are recommended.
Component ‘B’ - Irritant; suspect carcinogen - Contains portland cement and sand (crystalline silica). Skin
and eye irritant. Avoid contact. Dust may cause respiratory tract irritation. Avoid breathing dust. Use only with
adequate ventilation. May cause delayed lung injury (silicosis). IARC lists crystalline silica as having sufficient evidence of carcinogenicity in laboratory animals and limited evidence of carcinogenicity in humans. NTP also lists
crystalline silica as a suspect carcinogen. Use of safety goggles and chemical resistant gloves is recommended.
If PELs are exceeded, use an appropriate NIOSH approved respirator. Remove contaminated clothing.
First Aid
In case of skin contact, wash thoroughly with soap and water. For eye contact, flush immediately with plenty of
water for at least 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air.
Clean Up
In case of spillage, scoop or vacuum into appropriate container, and dispose of in accordance with current,
applicable local, state, and federal regulations. Keep container tightly closed and in an upright position to
prevent spillage and leakage.
Mixed components: Uncured material can be removed with water. Cured material can only be removed mechanically.
and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice.
All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikausa.com or by calling 800-933-7452.
purpose. Sikashallnot be liable underanylegaltheoryfor specialor consequentialdamages. SIKASHALLNOT BE RESPONSIBLE
Sika Corporation
Sika Canada Inc.
201 Polito Avenue
601 Delmar Avenue
Lyndhurst, NJ 07071
Pointe Claire
Phone: 800-933-7452
Quebec H9R 4A9
ISO 9001
Fax: 201-933-6225
Phone: 514-697-2610
C.P. 76920
RC 14001
Fax: 514-694-2792
Phone: 52 442 2385800
Sika, Armatec, SikaTop and FerroGard are
Fax: 52 442 2250537
registered trademarks. Printed in Canada.
Spec 033000 2.10 A 5. b.
Product Data Sheet
Edition 5.5.2011
SikaRepair 224
SikaRepair® 224
One-component, cementitious,
sprayable mortar for structural repairs
Description
SikaRepair 224 is a one-component, pre-packaged, ready-to-use, cementitious, silica fume, fiber reinforced,
high strength shrinkage-compensated mortar. Formulated for application by trowel or low pressure spray. It
is designed especially for repair of overhead and vertical surfaces.
Where to Use
A high performance repair mortar for wet spray application. Suitable for new construction, repairs, and maintenance work. Typical applications include:
n Structural repair material for water and wastewater treatment plants, parking structures, industrial plants, bridges, tunnels and dams, etc.
n Use on vertical and overhead surfaces.
n Use on grade, above, and below grade on concrete and mortar.
n Potable water tank. (NSF approved in Marion, OH and Santa Fe Springs, CA)
Advantages
n Ready-for-use,
Construction
one-component material.
to use; just add water.
n Sprayable system.
n Potable water approved.
n Superior workability. Can be trowelled and screeded after application.
n Labor-saving system.
n Superior abrasion resistance over conventional Portland cement mortar.
n Bond strength ensures superior adhesion.
n Not a vapor barrier.
n Compatible with coefficient of thermal expansion of concrete.
n Increased resistance to de-icing salts.
n Good freeze/thaw resistance.
n High early strengths.
n Very low shrinkage.
n Silica Fume enhanced.
n Fiber reinforced.
n Easy
Yield
Yield in service will vary. Average yield is approximately 0.40 cu. ft./bag. Estimating should be based on
prior experience or actual field evaluation.
Packaging
50-lb. (22.7 kg) multi-wall bags.
Shelf Life
1 year in original, unopened bags.
Storage Conditions
Store dry at 40°-95°F (4°-35°C). Condition material to 65°-75°F before
using.
Color
Dark gray.
Mixing Ratio
3/4 gallon to 7/8 gallon liquid per 50 lb. bag of material
Density (wet mix)
125 lbs./cu. ft. (2.0 kg./l.)
Compressive Strength (ASTM C-109)
1 day
7 day
28 day
73°F
4,500 psi (31 MPa)
8,000 psi (55 MPa)
10,000 psi (69 MPa)
Flexural Strength (ASTM C-348)
28 day
1,100 psi (7.6 MPa)
Tensile Strength (ASTM C-496)
28 day
735 psi (5.0 MPa)
Direct Tensile Pull off (ACI 503)
28 day
greater than 350 psi
(Failure in substrate. Substrate prepared with 20,000 psi hydroblasting)
Slant Shear (ASTM C -882 modified)
28 day
Chloride Permeability (ASTM C1202/AASHTO T277)
Sulfate Resistance (ASTM C-1012)
Setting Time (ASTM C 266)
How to Use Surface Preparation
3,500 psi (24.1 MPa)
28 day
less than 500 coulombs 1 year less than 0.06%
Initial: 2 to 3 hours. Final: 5 to 6.5 hours.
Concrete/Mortar: Substrate must be sound, clean, and free from oil, grease, loose material, surface contaminants and
other bond-inhibiting materials. Steel reinforcement must be clean and free from any rust. Be sure repair area is not less than
3/8 in. in depth. Preparation work should be done by high pressure water blast, or other appropriate mechanical means, to
obtain an exposed aggregate surface (CSP-6). Saturate surface with clean water. Substrate should be saturated surface dry
(SSD) with no standing water during application.
Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove all traces of rust.
Where corrosion has occurred due to the presence of chlorides, the steel should be high-pressure washed with clean water
after mechanical cleaning. For priming of reinforcing steel, use Sika Armatec 110 EpoCem (consult Technical Data Sheet).
Priming
Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sika Armatec 110 EpoCem
(consult Technical Data Sheet). Alternately, a scrub coat of Sika Repair 224 can be applied prior to placement of the mortar.
The repair mortar has to be applied into the wet scrub coat before it dries
Mixing
With water: Add the water (approx. 3/4 gal.) directly into mixer. Start the mixer in motion and add the SikaRepair 224
mortar while continuing to mix. Mix to uniform consistency using a maximum of 7/8 gallons of water per 50 lb. (22.7 kg.) bag
(approx. 3 minutes).
With Latex R: Pour 6-7 pints of Sika Latex R into the mixing container. Slowly add powder and mix as above.
With diluted Latex R: Sika Latex R may be diluted up to 5:1 (water: Sika Latex R) for projects requiring minimal polymermodification. Pour 6-7 pints of the mixture into the mixing container. Slowly add powder and mix as above
SikaRepair 224 Concrete: For horizontal applications greater than 1 inch deep, add 3/8 inch coarse aggregate. Aggregate
must be non-reactive (reference ASTMC1260, C227 and C289), clean, well-graded, saturated surface dry (SSD), have low
absorption and high density, and comply with ASTM C33 size number 8 per Table 2. Addition rate must not exceed 25 lbs.
of aggregate/bag of SikaRepair 224 (25 lbs. of 3/8 in. aggregate is approximately 2.0 to 2.5 gal. by loose volume of aggregate). If the placement is vertical or overhead, temporary support of the material is required. Contact Sika Technical Service
for application details.
Conventional wet-process shotcreting equipment such as a low-pressure or a high-pressure machine should be used. At
time of application, surfaces should be saturated surface dry but hold no standing water. Apply SikaRepair 224 mortar by low
pressure spraying or trowelling for repairing vertical or overhead surfaces.
Shoot the shotcrete perpendicular to the surface. This minimizes rebound, creates the smoothest pattern (reduces ‘bumps’)
and properly encases the rebars. The velocity of the shotcrete is sufficient if, at a distance of 18 to 24 in., the shotcrete pattern
flattens out on contact with the surface and the rebars are encased. After applying the shotcrete, allow it to stiffen for about 10
minutes before removing bumpy areas with a trowel. Before applying the next layer, allow the shotcrete to reach initial set.
This will take anywhere from 45 minutes to several hours, depending on mix consistency, mix and ambient temperature, wind
conditions and humidity. Begin and finish a given patch on the same day.
Construction
Application
Curing
Limitations
Caution
Irritant
First Aid
As per ACI recommendations for portland cement mortar, curing is required when jobsite conditions warrant. Moist cure
with wet burlap and polyethylene, a fine mist of water or a water based* compatible curing compound. Curing compounds
adversely affect the adhesion of following layers of mortar, leveling mortar or protective coatings. Moist curing should commence immediately after finishing. Protect newly applied material from direct sunlight, wind, rain and frost. *Pretesting of curing compound is recommended.
Application thickness:
nMinimum 3/8 inch (9 mm).
Vertical applications:
nSikaRepair 224 can be spray applied up to 2” thickness in one lift.
Overhead applications:
nThe thickness should be no more than 1 to 1.5” per pass. If repair requires several lifts (over 1.5”), each lift should be
applied as soon as the previous lift will support it.
General:
nFor additional information, consult Technical Service.
nMinimum ambient and surface temperatures 40°F (4°C) and rising at the time of application.
nAs with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and possible
product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy
such as Sikadur Hi-Mod 32.
Suspect carcinogen - Contains portland cement and sand (crystalline silica). Skin and eye irritant.
Avoid contact. Dust may cause respiratory tract irritation. Avoid breathing dust. Use only with adequate ventilation. May
cause delayed lung injury (silicosis). IARC lists crystalline silica as having sufficient evidence of carcinogenicity to laboratory animals and limited evidence of carcinogenicity in humans. NTP also lists crystalline silica as a suspect carcinogen.
Use of safety goggles and chemical resistant gloves is recommended. If PELs are exceeded, an appropriate NIOSH approved respirator is required. Remove contaminated clothing.
In case of skin contact, wash thoroughly with soap and water. For eye contact, flush immediately with plenty of water for at
least 15 minutes, and contact a physician. For respiratory problems, remove person to fresh air. In case of spillage, scoop or vacuum into appropriate container, and dispose of in accordance with current, applicable local, state and federal regulations. Keep container tightly closed and in an upright position to prevent spillage and leakage.
Mixed components: Uncured material can be removed with water. Cured material can only be removed mechanically.
and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice.
All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikausa.com or by calling 800-933-7452.
purpose. Sikashallnot be liable underanylegaltheoryfor specialor consequentialdamages. SIKASHALLNOT BE RESPONSIBLE
Sika Corporation
Sika Canada Inc.
201 Polito Avenue
601 Delmar Avenue
Lyndhurst, NJ 07071
Pointe Claire
Phone: 800-933-7452
Quebec H9R 4A9
ISO 9001
Fax: 201-933-6225
Phone: 514-697-2610
C.P. 76920
RC 14001
Fax: 514-694-2792
Phone: 52 442 2385800
Sika and SikaRepair are registered trademarks.
Fax: 52 442 2250537
Printed in Canada.

Ellis Pro Form 1

Transcription

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