Lindapter Catalogue

Transcription

Lindapter Catalogue

Lindapter Catalogue 11 UK:-
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Technical Innovation in
Steelwork Connections
LindUKOct11
Established 1934
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Lindapter - Technical Innovation in Steelwork Connections
2
Tel: +44 (0) 1274 521444 © Lindapter International 2011 www.lindapter.com
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For more than 75 years, Lindapter
has earned a respected reputation
as the inventor and pioneer of
steelwork clamping systems,
providing an independently
approved and exclusive product
range of steelwork, cavity, decking,
support and steel floor fixings.
Founder
Henry Lindsay
Lindapter’s unique connections create significant
advantages in comparison to traditional methods
such as welding or drilling, including the reduction
of installation time and labour costs, on-site
adjustability and no damage to steel sections or
protective coatings.
The company’s proud heritage began in 1934 when
Engineer Henry Lindsay invented an entirely new
concept of connecting steelwork with the Lindsay
Bolt Adapter, allowing simple, fast clamping,
instead of often difficult and time consuming drilling
or welding. The idea was to revolutionise millions of
future connections on countless projects worldwide
and the combination of the two words ‘Lindsay’
and ‘Adapter’ explains
the formation of the now
Original 1930s logo
famous brand name.
Today, Engineers across the world choose
Lindapter for projects as varied as Target Field
Ballpark, London Tower Bridge, Dubai Shopping
Mall and Gautrain Rapid Rail Link. Whether joining
primary structural sections, securing secondary
beams or suspending building services, Lindapter
has a proven and trusted solution.
Lindapter has passionately grown over 75 years
from a modest family business, into a reputable
global brand and strives to continue its proud
heritage; inventing ‘Technical Innovation in
Steelwork Connections’.
For further information:
• Service and Support (page 6)
• Quality and Approvals: (page 7)
The large illustration opposite shows examples of
Lindapter connections.
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Index
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Service and Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
Quality and Approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
2 Cavity Fixings
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .40
Type HB - Hollo-Bolt® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .41
Type HBFF - Hollo-Bolt® Flush Fit . . . . . . . . . . . . . . . . . . . . . . . . . . .43
Tensile and Shear Resistance Hollo-Bolt® . . . . . . . . . . . . . . . . . . . . .44
Type LB2 - Lindibolt 2® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .45
Typical Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .46
1 Steelwork Fixings
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8
Girder Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10
Bolt Length / Tail Length / Installation . . . . . . . . . . . . . . . . . . . . . . . .11
Type A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12
Type B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
Accessories for Type A and B . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14
Plate and Packing Details for Type A and B . . . . . . . . . . . . . . . . . . . .15
Type AF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
Type CF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
Accessories for Type AF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18
Plate and Packing Details for Type AF and CF . . . . . . . . . . . . . . . . . .19
Type LR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20
Type D2 and Type D3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21
Accessories for Type LR, D2 and D3 . . . . . . . . . . . . . . . . . . . . . . . . .22
Plate and Packing Details for Type LR, D2 and D3 . . . . . . . . . . . . . . .23
Type LS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24
Accessories, Plate and Packing Details for Type LS . . . . . . . . . . . . . .25
Type BR and Type RC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .26
4
3 Composite Decking Fixings
Accessories and Packing Details for Type BR . . . . . . . . . . . . . . . . . .27
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48
Type HD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28
Type AW - Alphawedge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49
Type BSNT and Type BSLN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30
Type MF - MetFloor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50
Type F9 and Type HW/HC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .31
Type MW2 - Multiwedge 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .51
Type SC and Type LP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32
Type SD2 - Slimdek 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .52
Type FC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33
Type TR60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .53
Loads and Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34
Type VN - V-Nut . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54
Technical Enquiry Fax . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35
Type TC - Toggle Clamp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55
Decking Fixings Guide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .56
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4 Support Fixings
6 Appendix
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .58
Section Details . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .72
Type FLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .59
Projects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74
Type FL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60
Type LC and Type SW - Swivel Unit . . . . . . . . . . . . . . . . . . . . . . . . . .61
Type F3 and Type F3-BICC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .62
Type SH and Type HW / HC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .63
Type Z10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .64
Type HCW30 and Type HCW31 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65
Type WF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .66
Factors of safety shown in this catalogue are typical values and
vary with different products from 2:1 to 5:1.
Stated tightening torques must not be exceeded.
Disclaimer
Lindapter International supplies components in good faith, on the
assumption that customers fully understand the loadings, safety factors
and physical parameters of the products involved. Customers or users
who are unaware or unsure of any details should refer to Lindapter
International before use. Responsibility for loss, damage, or other
consequences of misuse cannot be accepted. Lindapter makes every
effort to ensure that technical specifications and other product
descriptions are correct. ‘Specification’ shall mean the specification
(relating to the use of the materials) set out in the quotation given by the
Seller to the Buyer. Responsibility for errors or omissions cannot be
accepted. All dimensions stated are subject to production tolerances if in doubt please check with Lindapter.
Applications
All the applications featured in the catalogue are based on real
projects. For detailed case studies visit the website:
www.lindapter.com.
© Lindapter International 2011
Lindapter is a registered trade mark
5 Floor Fixings
In the interests of improving the quality and performance of Lindapter
products, we reserve the right to make specification changes without
prior notice.
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68
Type FF - Floorfast® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .69
Type GF - Grate-Fast® . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .70
Type GF3030 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .71
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Service and Support
Research and Development
To meet the needs of an ever-changing world, Lindapter’s R&D
department is constantly developing new innovative products. The
team is supported with the latest technology including 3D modeling,
rapid prototyping, finite element analysis, in addition to two in-house
1,000kN hydraulic test machines.
Lindapter works in collaboration with respected companies and
organisations such as Tata Steel ® Europe (formerly Corus),
Mannesmann, The Steel Construction Institute, CIDECT as well as
many leading universities and approval bodies.
Engineered Solutions
Lindapter’s unique expertise and R&D capability facilitates a bespoke
product development service, passionately referred to as ‘Engineered
Solutions’. The Type 1055 is an example of a product invented and
manufactured for a customer; the stainless steel floor connection
was developed specifically for Amec / Shell, for fitting solid plate to
open-grid flooring.
The service offered to clients includes:
Type 1055,
an Engineered Solution
• Design and development of bespoke products
• Full strength and performance analysis
• Thoroughly tested with detailed reports
• Manufactured to Lindapter’s exacting standards
Technical Support
The comprehensive technical support from Lindapter’s experienced
engineers ensures an efficient specification process with a free design
service and bills of materials upon request. Lindapter’s philosophy is to
deliver the highest quality at every stage of the service, from initial
connection design to installation guidance.
• Free connection design based upon your requirement
• Optimised solution for cost and performance
• Bespoke drawings delivered in 2D and interactive 3D formats
• CAD files compatible with all major design software
• 3D Assembly PDFs
• Contractor training
Project Example
Target Field Ball Park features an inspiring 1,988 ton steel sunshade
canopy that sweeps around the stadium, with an 1,400m2 glistening
soffit safely suspended overhead with Lindapter steel connections.
The self-adjustable Type LR Girder Clamp
with an over-sized slotted location plate
allowed simple adjustment to variations in
beam width and connection angle and
allowed the canopy risers to be easily aligned
into position. This resulted in a faster, safer
installation in comparison to conventional methods
such as drilling, or repeated tack welding and grinding,
thereby reducing on-site costs.
Visit the Case Studies section of the website
for other project examples:
www.lindapter.com
Type LR Girder Clamp
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Target Field Ball Park, Minnesota
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Quality and Approvals
Quality
Factory Mutual, the American insurance organisation,
offers an approval that is recognised by the fire
protection industry world-wide.
Accredited to ISO 9001 since 1986, Lindapter
strictly enforces a quality management system
that includes vigorous product testing to ensure
consistently high manufacturing standards.
Q 05143
Environment
Lindapter operates an ISO 14001 certified
environmental management system and
constantly monitors and improves aspects of
the business that may have an impact on the
environment, including the use of natural
resources, the handling and treatment of waste,
and energy consumption.
EMS 546660
Verband der Schadenversicherer e.V. is one of
Germany’s leading independent testing institutions
for products usedin fire protection applications.
These approvals serve to reinforce Lindapter’s extensive
in-house testing procedures. Lindapter products are tested
so that both the engineer and contractor can be confident
that Lindapter products will perform as per the information
detailed in this catalogue. Loads published are the product
safe working loads, taking into account a factor of safety.
Approvals
Lindapter has manufactured to the highest standard for
over three quarters of a century, earning a multitude of
independent approvals and a reputation synonymous
with safety and reliability. Current accreditations include:
Corrosion Protection
For Lindapter products in compliance with the provisions
of the EC Construction Product Directive 89/106/EEC,
please refer to the website:
www.lindapter.com/about/ce
• Sherardizing
Deutsches Institut für Bautechnik approves construction
products for use in structural and civil engineering
industries in Germany.
• Delta seal
Lloyd’s Register Type Approved products have
been subjected to tensile, frictional, shear,
vibration and shock tests, witnessed and verified
by Lloyd’s Register.
Lindapter products are delivered as standard either bright zinc plated or
hot dip galvanised. Various other coatings and alternative materials are
available upon request for most products including:
• Galvanising
• Plastic coating
• Special paint coating
• Deltatone
• Sheraplex
• Stainless steel
Lindapter is a member of the following organisations:
TÜV is the certifying authority for safety, quality
and environmental protection in Germany.
Det Norske Veritas has approved the use of Lindapter
products in lifting applications. This includes their use
on both mobile and fixed offshore installations.
British Constructional
Steelwork Association
The Steel Construction
Institute
American Institute of
Steel Construction
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Steelwork Fixings
1
Steelwork Fixings
Lindapter Steelwork Fixings require no on-site drilling or
welding, saving both time and money and are compatible
with virtually any size/shape of steel section, in a wide
variety of applications.
The Girder Clamp symbolises Lindapter’s concept perfectly;
boldly challenging the need to drill or weld, when a safe,
high strength connection can be quickly accomplished by
clamping two steel sections together. Although the concept
is simple, Lindapter products undergo complex design and
testing as the experienced Research & Development team
constantly refine, improve and invent to achieve greater
product performance and safety approvals.
The connections shown throughout this catalogue are
actual applications from real project successes, both new
construction and the refurbishment of existing structures.
Advantages
• Less design time (Lindapter will design the connection)
• Independently approved loads and quality standards
• No on-site drilling or welding
• Fast and safe construction
• ‘Hot Working’ not required
• Adjustable on-site
• Less work at height
• Only hand tools required to install
• Power not required
• Ability to deconstruct and multi-cycle
Markets include:
• Plant Engineering
• Chemical and Petro-chemical
• Material Handling
• Structural Engineering
• Civil Engineering
• Facades
• Theatre Equipment
• Transportation
• Offshore
Applications include:
• Steel Construction
• Cranes
• Lifting Beams
• Pipe Supports
• Towers and Masts
• Almost any steel-to-steel connection
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Steelwork Fixings
Girder Clamps
1
Components of a Girder Clamp
1. Standard Grade 8 Hex Nut
2. Standard Hardened Washer
3. Lindapter Clamp
Dependent on the application different clamps could be used i.e.
Types A, B, BR, AF, LR, LS, D2 or D3.
1
4. Packing Piece
In combination with the clamps mentioned above these parts
increase the tail length to enable the product to sit correctly on the
beam.
2
3
5. Location Plate (can be supplied if required)
This is an essential part of the girder clamp assembly that enables
all the components to be located in the correct position. The hole
centres and plate thickness are calculated to suit the individual
application.
4
6. Lindapter Clamp
This can be of a similar type as 3 (above), although certain products
are designed to specifically work together i.e. A + B.
5
7. Standard Grade 8.8 Hex Bolt or Setscrew
6
Loads
7
The table beneath shows tensile and frictional load capabilities for a
standard four bolt Girder Clamp using 4 bolts and 8 clamps at a 90°
crossover angle. Lindapter is only too pleased to carry out all design work
for individual connections free of charge based on the following details:
•
•
•
•
•
Load per connection
Size and type of both beams
Angle of crossover
Distance between beams
Inclination of beams
Clamps
Bolt size
Bolt grade
Tensile / for 4 bolts
Friction / for 4 bolts
Tightening Torque
kN
kN
Nm
M12
8.8
23.2
1.4
69
Types A, B, BR, LR
M16
M20
8.8
8.8
29.2
59.0
3.0
6.0
147
285
Type AF
M24
8.8
78.8
9.0
491
M24
8.8
160.0
60.02)
800
M24
10.9
250.01)
70.02)
1000
1) Factor of safety 3.2:1
2) Factor of safety 2:1
Loads are based on a factor of safety (typically 5:1). The reduction of published safety factors is not recommended.
Approvals
The following approvals apply to Girder Clamps using types A and B only, in sizes from M12 to M24. Further information is available upon request.
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Steelwork Fixings
Bolt Length / Tail Length / Installation
Bolt length calculation for a
standard Lindapter Girder Clamp,
example shows Type A and B M20
1
Tail length
The different tail length can be identified by a code of dimples
underneath the clamps.
To calculate the bolt length all parts the bolt will go through have to
be added up. The next longer standard bolt length should be used.
One dimple:
tail length short (s)
0.5 · bolt Ø
as bolt protrusion
10
Height of nut
16
+ Washer
3
+ T of top clamp
20
Two dimples:
tail length medium (m)
12.5
+ Top section
+ Plate thickness
12
+ Lower section
10
+ T of lower clamp
10
Three dimples:
tail length long (l )
Next standard
bolt length
=
93.5
=
100.0
Correct installation of types A and B
showing type A as an example
Parallel flanges
90º
>90º
<90º
Maximum tail length tolerance of -1mm (up to M16) and -1.5mm (M20, M24) before applying the torque is acceptable.
Tapered flanges
<_5º
90º
<90º
5-8º
On 6º and 8º slopes types A and B require a special tail length/packing combination which will allow the clamp to tilt back slightly (incorporated into the
combination table on page 15).
For applications above 8° please see types AF, LR and LS.
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1
Steelwork Fixings
Type A
Type A
Malleable iron,
bright zinc plated /
hot dip galvanised
Nose
Recess
Clamping Area
Skirt
Tail
T
V
Y
X
Z
Typical Applications
(see also page 36-39)
Product
Code
The recessed top of the type A clamp holds the bolt head captive
while the nut is tightened. The skirt prevents the clamp rotating during
installation. The clamp is suitable for parallel flanges, and tapered
flanges up to 8° and is installed correctly when the clamping area
grips the flange.
The tail must be chosen to suit the thickness of the flange being
gripped. For correct tail length/packing combinations, please see
page 15.
Bolt 8.8
Z
Safe Working Loads
(5:1 Factor of Safety)
Tensile / 1 Bolt
Frictional / 2 Bolts
kN
kN
1.0
-
Tightening
Torque
Nm
6
Y
mm
16
X
mm
8
Dimensions
Tail Length V
short medium long
mm
mm
mm
4
-
T
mm
4
Width
mm
20
A08
M8
A10
M10
1.5
-
20
20
11
4
5
7
5
26
A12
M12
5.8
0.7
69
26
13
4.5
6
9.5
6
29
A16
M16
7.3
1.5
147
30
16
5.5
8
11
8
36
A20
M20
14.7
3
285
36
19
7
10
12.5
10
46
A24
M24
19.7
4.5
491
48
25
9
12
16
12
55
For higher loads the type AF should be used (see page 16).
Order example: A16 medium HDG
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Steelwork Fixings
Type B
1
Type B
Malleable iron,
bright zinc plated /
hot dip galvanised
Nose
Flat Top
Clamping
Area
Skirt
Tail
Z
T
V
Y
X
The flat top of the type B clamp allows the bolt head or nut
to be rotated. The clamp is suitable for use with bolts,
studs, tie rods, J-bolts, parallel flanges, and tapered
flanges up to 8°.
The clamp is installed correctly when the clamping area
grips the flange. The tail must be chosen to suit the
thickness of the flange being gripped. For correct tail
length/packing combinations, please see page 15.
Product
Code
Bolt 8.8
Z
Safe Working Loads
Tensile / 1 Bolt
kN
kN
1.0
-
Tightening
Torque
Nm
6
Y
mm
16
X
mm
8
Dimensions
Tail Length V
short medium long
mm
mm
mm
4
-
T
mm
8
Width
mm
20
B08
M8
B10
M10
1.5
-
20
20
11
4
5
7
10
26
B12
M12
5.8
0.7
69
26
13
4.5
6
9.5
12
29
B16
M16
7.3
1.5
147
30
16
5.5
8
11
16
36
B20
M20
14.7
3
285
36
19
7
10
12.5
20
46
B24
M24
19.7
4.5
491
48
25
9
12
16
24
55
For higher loads the type AF should be used (see page 16).
Order example: B16 medium HDG
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Steelwork Fixings
Accessories for Type A and B
1
Type CW - Clipped Washer
Mild Steel, bright zinc plated /
hot dip galvanised
T
Y
X
Z
A packing used to adjust the tail length of the clamp to meet
differing beam flange thicknesses.
Product
Code
Bolt
Z
Dimensions
X
T
mm
mm
9,5
2
CW08
M8
Y
mm
4
Width
mm
19
CW10
M10
5
14
2
25
CW12
M12
6
19.5
2.5
31
CW16
M16
8
17.5
3
38
CW20
M20
10
22
4
44
CW24
M24
12
29
4
57
Order example: CW08 BZP
Type P1 short / P2 short
Mild Steel, malleable iron,
bright zinc plated / hot dip galvanised
TP1
Y
TP2
X
Z
A packing used to adjust the tail length of the clamp to meet
Product
Code
P1
P2
P1S08 P2S08
Bolt
Z
P1S10
P2S10
P1S12
Dimensions
TP1 TP2
mm mm
4
8
Width
mm
21
M8
Y
mm
4
X
mm
10
M10
5
13
5
10
24
P2S12
M12
6
16
6
12
30
P1S16
P2S16
M16
8
21
8
16
35
P1S20
P2S20
M20
10
23
10
20
43
P1S24
P2S24
M24
12
32
12
24
54
Order example: P1S16 HDG
Type T
Malleable iron, bright zinc plated /
hot dip galvanised
T
Z
A packing, for parallel flanges only, used to fill the nose of type A and B,
making it horizontal. The thickness ‘T’ should be added for tail length
and bolt length calculations. The product is for aesthetic purposes only
and is not mandatory from a technical perspective.
Product
Code
Bolt
Z
T12
M12
Dimensions
T
mm
3
T16
M16
4
T20
M20
5
T24
M24
6.5
Product
Code
Bolt
Z
W08
M8
Dimensions
T
mm
4
W10
M10
5.5
W12
M12
6.5
W16
M16
8
W20
M20
9.5
Order example: T12 BZP
Type W
Mild Steel, malleable iron, bright zinc plated /
hot dip galvanised
T
Z
A washer used to fill the recess of type A to enable the nut to be
tightened. When calculating the bolt length, please add ‘T’.
14
Order example: W08 BZP
1/11/11
11:59
Page 15
Steelwork Fixings
Plate and Packing Details for Type A and B
L1
L1
l1M
Location and End Plates
l1M
b1
L1 =
Plate length
L2 =
Plate width
l1M, l2M =
Hole centres
b1, b2 =
d=
s=
Flange width
Hole Ø
Plate thickness
1
b1
l2M
b2
L2
l2M L2
d
d
Location Plate
End Plate
Plate Dimensions
Material: Mild Steel Grade S275 JR (for other grades please contact Lindapter)
End Plate1)
Location Plate
M8
Hole Ø
d
mm
9
Plate
Thickness
s
mm
6
M10
11
8
b + 11
M12
13
8
b + 13
M16
18
10
M20
22
M24
26
Bolt
Z
Plate
Thickness
s
mm
10
Hole Centre
l1M
mm
b1 + 9
Length
min L1
mm
b1 + 36
Hole Centre
min l2M
mm
40
Width
min L2
mm
l2M + 40
b + 44
12
b1 + 11
b1 + 44
50
l2M + 40
b + 54
12
b1 + 13
b1 + 54
60
l2M + 50
b + 18
b + 70
15
b1 + 18
b1 + 70
70
l2M + 60
12
b + 22
b + 88
20
b1 + 22
b1 + 88
90
l2M + 70
15
b + 26
b + 104
25
b1 + 26
b1 + 104
110
l2M + 90
Hole Centres
l1M, l2M
mm
b+9
Length/Width
min L1, min L2
mm
b + 36
1) Dependant on the use of the end plate the thickness might need to be increased.
Calculation of bolt length see page 11
Tail Length / Packing Combinations
for Types A & B
for Types A & B
For beams up to and including 5° slope
For IPN-Beams of an 8° slope
Flange
Thickness
M12
mm A,B CW P1S P2S
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
28
30
s
m
s
s
m
l
m
l
s
s
l
l
m
m
s
s
m
l
s
m
s
s
l
m
s = short
1
1
1
2
1
1
1
2
2
1
1
1
1
1
-
1
1
1
1
1
1
1
1
1
-
1
1
1
1
1
1
1
1
1
1
2
Types A & B
M16
A,B CW P1S P2S
s
s
m
m
s
l
l
s
s
l
s
m
l
l
l
l
l
l
l
m
l
l
s
l
m = medium
1
2
1
3
2
2
3
3
1
1
2
2
2
1
1
1
1
1
1
1
1
-
1
1
1
l = long
M20
A,B CW P1S P2S
I
I
s
s
m
m
s
s
l
m
s
s
s
m
s
m
s
m
l
m
s
s
m
m
1
1
1
2
2
2
3
1
3
1
2
2
2
-
1
1
1
1
1
1
1
1
-
M24
A,B CW P1S P2S
1
P1S = P1 short
I
I
I
L
s
s
m
m
s
s
l
l
s
s
l
l
s
s
m
m
s
s
l
s
1
1
2
2
1
1
1
1
2
1
1
1
1
1
1
1
1
-
P2S = P2 short
IPN
M12
Profile A,B CW P1S P2S
80
100
120
140
160
180
200
220
240
260
280
300
320
340
360
380
400
425
450
475
500
550
600
I
I
s
s
m
m
s
s
m
m
l
s
m
l
s
m
l
L
L
L
L
L
L
1
1
1
1
2
1
1
3
2
-
1
1
-
-
Types A & B
M16
M20
A,B CW P1S P2S A,B CW P1S P2S
I
I
I
I
s
s
L
L
m
m
L
L
l
l
L
s
l
m
m
L
L
L
L
I = Type not applicable
1
-
1
1
1
-
-
I
I
I
I
I
I
I
s s L
m m s 1
l l L
L
L
L
L
L
L
I
-
-
M24
A,B CW P1S P2S
I
I
I
I
I
I
I
I
I
s s s L
m m s 1
L
L
l l L
L
I
-
-
L = Please contact Lindapter
For thicker flanges please contact Lindapter.
15
1/11/11
11:59
Page 16
1
Steelwork Fixings
Type AF
Type AF
Without Type AFW washer:
Holds the bolt head captive
(bolt grade 8.8)
Recess
SG iron, hot dip galvanised
Nose
Skirt
Tail
With washer Type AFW:
Converts recessed clamp
to flat top clamp.
Flat Top
T
V
Y
With Type AFW washer inverted:
Holds the bolt head captive (bolt grade
10.9 with larger hexagon size M12 - M20)
X
Z
A high friction clamp with a recessed top to hold the bolt head captive
while the nut is tightened. Washer type AFW available (see illustration
above and page 18).
The skirt prevents the clamp rotating during installation. The tail of the
AF spans across slotted holes. Suitable for flanges up to 10°, ideal for
S-beams. The clamp can be combined with type CF.
For correct tail length/packing combinations, please see page 19.The
type AF is compatible with Grade 8.8 and 10.9 bolts, please refer to the
table below for performance comparisons.
Product
Code
1)
2)
3)
4)
Bolt
Z
Grade
Safe Working Loads
(5:1)
Factor of Safety (2:1)
Tensile / 1 Bolt
Frictional1) / 2 Bolts
Painted Steelwork2)
Galv. Steelwork
kN
kN
kN
8.5
3.4
3.9
Tightening
Torque
Nm
90
Y
mm
27
X
mm
27
Dimensions
Tail Length V
T
short medium Type AF Type AF with AFW Width
mm mm
mm
mm
mm
5
12.5
17
22
39
AF12
M12
8.8
AF16
M16
8.8
16.0
8.0
10.0
240
35
37
8
15
22
27
49
AF20
M20
8.8
26.3
13.0
16.0
470
40
39
10
18
25
31
56
AF24
M24
8.8
40.0
24.0
30.0
800
48
60
15
30
32
42
82
AF12
M12
10.94)
10.0
4.0
5.2
130
27
27
5
12.5
17
22
39
AF16
M16
10.94)
19.5
11.0
12.0
300
35
37
8
15
22
27
49
AF20
M20
10.94)
30.0
20.0
25.0
647
40
39
10
18
25
31
56
AF24
M24
10.94)
62.53)
28.0
35.0
1000
48
60
15
30
32
42
82
Frictional Load figures are based on Type AF and Location plates in hot dip galvanised finish. Calculated against slip (movement exceeding 0.1mm).
Shot blast and painted steelwork
3.2:1 factor of safety
For HR or HV bolts (hot dip galvanised and lubricated) please refer to manufacturers’ recommendation for torque figures.
Order example: AF12 short
16
1/11/11
11:59
Page 17
Steelwork Fixings
Type CF
1
Type CF
SG iron, hot dip galvanised
European Patent No: EP1834099
Registered in European Community under design numbers:
000654462-0001, 000654462-0002, 000654462-0003, 000654462-0004
Anti-rotation markings
Nose
Legs
Y
Y
X
X
min T
max T
V
Z
Z
min t
max t
A high friction clamp which hooks over the flanges of beams, angles
and channels. Lindapter markings act as a unique anti-rotation
device. The clamp can be combined with all Lindapter Girder Clamp
products, including the type AF.
Product
Code
Bolt 8.8
Z
(5:1)
Tensile / 1 Bolt
Safe Working Loads
factor of safety (2:1)
Frictional1) / 2 Bolts
Galv. Steelwork
Painted Steelwork2)
kN
kN
3.4
3.9
Tightening
Torque
Nm
90
Y
mm
32
X
mm
14
Dimensions
t
T
mm
mm
6 - 13 21 - 29
V
mm
25
Width
mm
46
CF12
M12
kN
8.5
CF16
M16
16.0
8.0
10.0
240
44
18
8 - 16 25 - 33
32
56
CF20
M20
26.3
13.0
16.0
470
53
22
10 - 19 30 - 41
45
65
kN
0.7
1.7
Nm
69
147
3.0
285
CF / A3)
CF / A3)
M12
M16
CF / A3)
M20
CF / AF
CF / AF
CF / AF
CF Combinations with other Lindapter Clamps
kN
kN
5.8
0.7
7.3
1.5
Order example: CF12
14.7
3
M12
8.5
3.4
3.9
90
M16
16.0
8.0
10.0
240
M20
26.3
13.0
16.0
470
1) Frictional load figures are based on type CF and location plate in HDG finish. Calculated against slip (movement exceeding 0.1mm).
2) Shot blast and painted steelwork
3) Also applies to type B, BR, LR, D2 or D3
17
1/11/11
11:59
Page 18
Steelwork Fixings
Accessories for Type AF
1
Type AFCW
Mild Steel, hot dip galvanised
T
Y
X
Product
Code
Bolt
Z
AF12CW
M12
Y
mm
7
Dimensions
X
T
mm
mm
33
2
AF16CW
M16
8
40
2
50
AF20CW
M20
9.5
40.5
2
55
Width
mm
40
Order example: AF12CW
A packing used to adjust the tail length of
the clamp to meet differing beam flange
thicknesses; it has a slight bend along its
centre line which flattens out during
installation.
Z
Type AFP1 / AFP2
Mild Steel, hot dip galvanised
T
Y
X
Z
Product
Code
P1
P2
AF12P1 AF12P2
Bolt
Z
M12
AF16P1 AF16P2
M16
8
42
5
10
52
AF20P1 AF20P2
M20
9.5
45.5
5
10
56
AF24P1 AF24P2
M24
12
73
5
10
85
Y
mm
7
X
mm
33
Dimensions
TP1 TP2
mm mm
5
10
Width
mm
40
Order example: AF12P1
A packing used to adjust the tail length of the
clamp to meet differing beam flange
thicknesses.
Type AFW
SG iron, malleable iron, mild steel,
hot dip galvanised
T
Product
Code
Z
A washer used to fill the recess of the
type AF. The washer features two
projections which, when the AFW is
inverted, will captivate the larger
hexagons of 10.9 bolts (M12 – M20
only). The M24 version has no
projections.
Bolt
Z
AFW12
M12
Dimensions
T
mm
5
AFW16
M16
5
AFW20
M20
6
AFW24
M24
10
Order example: AFW12
T
M24 version has no projections.
Z
18
1/11/11
11:59
Page 19
L1
L1
l1M
l1M
b1
L1 =
Plate length
L2 =
Plate width
l1M, l2M =
Hole centres
b1, b2 =
d=
s=
Flange width
Hole Ø
Plate thickness
1
Steelwork Fixings
Plate and Packing Details for Type AF and CF
b1
b2
l2M
L2
l2M L2
d
d
Location Plate
End Plate
Plate Dimensions
Material: Mild Steel Grade S355 JR (for other grades please contact Lindapter)
End Plate1)
Location Plate
M12
Hole Ø
d
mm
13
Plate
Thickness
s
mm
10
M16
18
15
b + 18
b + 110
25
b1 + 18
b1 + 110
100
l2M + 100
M20
22
20
b + 22
b + 130
30
b1 + 22
b1 + 130
180
l2M + 180
M24
26
25
b + 26
b + 180
40
b1 + 26
b1 + 180
200
l2M + 200
Bolt
Z
Hole Centres
l1M, l2M
mm
b + 13
Length/Width
min L1, min L2
mm
b + 90
Plate
Thickness
s
mm
15
Hole Centre
l1M
mm
b1 + 13
Length
min L1
mm
b1 + 90
Hole Centre
min l2M
mm
80
Width
min L2
mm
l2M + 80
The type CF can be used in combination with the type AF (see plate dimensions above), types A, B, and BR (see page 15 for plate dimensions)
and types D2, D3 and LR (see page 23 for plate dimensions).
Tail Length / Packing Combinations for Type AF
Parallel flanges and beams of up to 10º slope
Flange
Thickness
M12
mm AF AFCW AFP1 AFP2
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
s
s
s
s
s
s
s
s
m
m
s
m
m
m
m
s
m
m
m
m
s
m
m
s = short
1
1
2
3
1
1
2
1
2
2
1
2
2
1
1
1
1
1
1
1
1
-
1
1
1
1
2
1
1
Type AF
M16
M20
AF AFCW AFP1 AFP2 AF AFCW AFP1 AFP2
M24
AF AFP1 AFP2
I
I
I
s
s
s
s
s
s
s
s
m
m
m
s
m
m
m
m
m
m
m
m
m
m = medium
1
1
2
3
1
1
1
1
1
1
1
1
1
1
-
1
1
1
1
1
I
I
I
I
s
s
s
s
s
s
s
s
m
m
m
m
m
m
m
m
m
s
s
1
1
2
3
1
1
2
1
1
1
1
1
1
1
1
1
1
1
1
I
I
I
I
I
I
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
m
1
1
1
1
1
-
1
1
1
1
-
Flange
Thickness
M12
mm AF AFCW AFP1 AFP2
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
m
m
s
s
m
m
m
s
s
m
m
m
s
s
m
m
m
s
s
m
m
s
s
1
1
1
1
-
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
3
3
2
2
2
3
3
3
3
3
4
4
3
3
4
4
Type AF
M16
M20
AF AFCW AFP1 AFP2 AF AFCW AFP1 AFP2
M24
AF AFP1 AFP2
s
m
m
m
m
m
m
m
m
m
s
m
m
m
m
s
m
m
m
m
s
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
1
1
1
1
1
-
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
2
2
2
2
3
2
2
2
2
3
3
3
3
3
4
3
3
m
m
m
m
m
m
m
s
m
m
m
m
m
m
m
m
m
m
m
m
m
m
m
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-
1
1
1
1
1
1
1
2
1
2
2
2
2
2
2
2
2
2
2
3
3
3
3
1
1
1
1
1
1
1
1
1
1
1
-
1
1
1
1
1
1
1
1
1
1
2
2
2
19
1/11/11
11:59
Page 20
Steelwork Fixings
Type LR
1
Type LR
Malleable iron, bright zinc plated / hot dip galvanised
Saddle
Slot
Nose
Leg
Clip
Tail
max Y
min X
max T
min V
Z
min Y
max X
min T
max V
Z
A self adjusting clamp for various flange thicknesses and slopes up
to 15°. The leg of the saddle prevents the clamp rotating during
installation. The LR tail spans slotted holes. For thicker flanges
packings P1 long and P2 long are available. For correct tail
length/packing combinations please see page 23.
Safe Working Loads
Tensile / 1 Bolt
kN
kN
1.5
-
Product
Code
Bolt 8.8
Z
LR10
M10
LR12
M12
5.8
LR16
M16
7.3
Tightening
Torque
Nm
20
Clamping Range
V
mm
3 - 10
Y
mm
21 - 24
Dimensions
X
T
Width with Saddle
mm
mm
mm
24 - 26
21 - 24
33
0.7
69
3 - 12
26 - 29
25 - 31
25 - 29
39
1.5
147
3 - 16
30 - 35
34 - 37
30 - 36
46
LR20
M20
14.7
3
285
3 - 20
42 - 49
46 - 51
41 - 48
57
LR24
M24
19.7
4.5
491
3 - 24
47 - 57
52 - 58
44 - 54
76
Order example: LR10 BZP
20
1/11/11
11:59
Page 21
Steelwork Fixings
Type D2 / Type D3
1
Type D2
Malleable iron, bright zinc plated,
hot dip galvanised
S
Recess
T
Nose
V
Setscrew
Tail
Y
Clamping
Area
X
Skirt
Z
Type D3
Malleable iron, bright zinc plated,
hot dip galvanised
Z
S
Flat Top
T
V
Y
X
Adjustable clamps that incorporate a setscrew to accommodate a wide
range of flange thicknesses. Type D2 has a recessed head to hold the
bolt head captive. The skirt prevents the clamp rotating during
installation. For flanges up to 5°.
For thicker flanges packings P1 long and P2 long are available. For
correct tail length/packing combinations please see page 23.
Correct Installation: Setscrew S needs to be adjusted so that V is
1mm shorter than the flange thickness prior to installation. Adjust the
setscrew after installation so that the bolt Z is 90° to the clamp and the
clamp contacts the flange with the clamping area only.
Product
Code
Bolt 8.8
Z
Safe Working Loads
Tensile / 1 Bolt
kN
kN
1.5
-
Tightening
Torque
Nm
20
Clamping Range
V2)
V1)
mm
mm
5 - 10
10 - 20
Y
mm
20
X
mm
20
Dimensions
S
T
mm
mm
M6
5
Width
mm
26
D210
M10
D212
M12
5.8
0.7
69
5 - 10
10 - 22
26
25
M6
6
D216
M16
7.3
1.5
147
6.5 - 13
13 - 20
30
30
M8
8
35
D220
M20
14.7
3
285
8.5 - 17
17 - 24
36
35
M10
10
42
D224
M24
19.7
4.5
491
10 - 19
19 - 30
48
49
M12
12
54
D312
M12
5.8
0.7
69
5 - 10
10 - 22
26
25
M6
12
29
D316
M16
7.3
1.5
147
6.5 - 13
13 - 20
30
30
M8
16
35
29
1) Setscrew S inserted from above.
2) Setscrew S inserted from below.
Order example: D210 BZP
21
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Page 22
Steelwork Fixings
Accessories for Type LR, D2 and D3
1
Type P1 long / P2 long
Mild Steel, malleable iron, bright zinc plated / hot dip galvanised
TP1
Y
TP2
X
Z
Product
Code
P1
P2
P1L10 P2L10
P1L12
P2L12
P1L16
P2L16
P1L20
P1L24
Bolt
Z
Dimensions
TP2
TP1
mm
mm
5
10
Width
mm
24
M10
Y
mm
5
X
mm
24
M12
6
32
6
12
30
M16
8
40
8
16
35
P2L20
M20
10
47
10
20
43
P2L24
M24
12
64
12
24
54
Order example: P1L10 BZP
A packing used to adjust the tail length
of the clamp to meet differing beam
flange thicknesses.
Type T
hot dip galvanised
T
Z
A packing to fill the nose of type D2 and D3
making it horizontal. For parallel flanges only.
The thickness ‘T’ should be added for tail
length and bolt length calculations. The product
is for aesthetic purposes only and is not
mandatory from a technical perspective.
Product
Code
Bolt
Z
T12
M12
Dimensions
T
mm
3
T16
M16
4
T20
M20
5
T24
M24
6.5
Bolt
Z
Order example: T12 BZP
Type W
Product
Code
T
A washer used to fill the recess of type D2
to enable the nut to be tightened. When
calculating the bolt length, please add ‘T’.
22
Z
W08
M8
Dimensions
T
mm
4
W10
M10
5.5
W12
M12
6.5
W16
M16
8
W20
M20
9.5
Order example: W08 BZP
1/11/11
11:59
Page 23
L1
L1
l1M
l1M
b1
L1 =
Plate length
L2 =
Plate width
l1M, l2M =
Hole centres
b1, b2 =
d=
s=
Flange width
Hole Ø
Plate thickness
1
Steelwork Fixings
Plate and Packing Details for Type LR, D2 and D3
b1
l2M
b2
L2
l2M L2
d
d
Location Plate
End Plate
Plate Dimensions
Material: Mild Steel Grade S275 JR
End Plate1)
Location Plate
M10
Hole Ø
d
mm
11
Plate
Thickness
s
mm
12
M12
13
12
b + 13
M16
18
15
b + 18
M20
22
20
M24
26
25
Bolt
Z
Plate
Thickness
s
mm
15
Hole Centre
l1M
mm
b1 + 11
Length
min L1
mm
b1 + 66
b + 81
15
b1 + 13
b + 105
20
b1 + 18
b + 22
b + 132
25
b + 26
b + 156
30
Hole Centres
l1M, l2M
mm
b + 11
Length/Width
min L1, min L2
mm
b + 66
Hole Centre
min l2M
mm
70
Width
min L2
mm
l2M + 50
b1 + 81
80
l2M + 60
b1 + 105
100
l2M + 70
b1 + 22
b1 + 132
120
l2M + 90
b1 + 26
b1 + 156
150
l2M + 110
for Type LR
for Type LR
Parallel flanges
For IPN-Beams of an 8° slope
Type
Combinations
LR P1L P2L
M 10
mm
M 12
M 16
M 20
Clamping Range
mm
mm
mm
M 24
IPN
M10
Profile LR P1L P2L
M12
LR P1L P2L
M16
LR P1L P2L
M20
LR P1L P2L
M24
LR P1L P2L
mm
80
100
120
140
160
180
200
220
240
260
280
300
320
340
360
380
400
425
450
475
500
550
600
I
I
I
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-
-
3 - 10
3 - 12
3 - 16
3 - 20
3 - 24
1
1
-
8 - 15
9 - 18
11 - 24
13 - 30
15 - 36
1
-
1
13 - 20
15 - 24
19 - 32
23 - 40
27 - 48
1
1
1
18 - 25
21 - 30
27 - 40
33 - 50
39 - 60
1
-
2
23 - 30
27 - 36
35 - 48
43 - 60
51 - 72
1
1
2
28 - 35
33 - 42
43 - 56
53 - 70
63 - 84
1
-
3
33 - 40
39 - 48
51 - 64
63 - 80
75 - 96
for Type D2 & D3
Parallel flanges and beams of up to 5° slope
Type
M 10
D2
Combinations
D P1L P2L
1)
mm
M 12
D2 / D3
M 16
M 20
D2 / D3
D2
Clamping Range
mm
mm
mm
M 24
D2
mm
1
-
-
5 - 10
5 - 10
6.5 - 13
8.5 - 17
10 - 19
1
-
-
10 - 20
10 - 22
13 - 20
17 - 24
19 - 30
1
1
-
15 - 25
16 - 28
21 - 28
27 - 34
31 - 42
1
-
1
20 - 30
22 - 34
29 - 36
37 - 44
43 - 54
1
1
1
25 - 35
28 - 40
37 - 44
47 - 54
55 - 66
1
-
2
30 - 40
34 - 46
45 - 52
57 - 64
67 - 78
1
1
2
35 - 45
40 - 52
53 - 60
67 - 74
79 - 90
1
-
3
40 - 50
46 - 58
61 - 68
77 - 84
91 - 102
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I
1
1
1
1
1
1
1
1
1
-
P1L = P1 long
1
1
1
1
1
1
1
1
-
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
P2L = P2 long
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-
1
1
I
I
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-
I
I
I
I
I
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
-
For thicker flanges please contact Lindapter.
1) Setscrew S inverted.
23
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11:59
Page 24
Steelwork Fixings
Type LS
1
Type LS
Cast Stainless Steel Grade 316
Registered in European Community under design Numbers:
000803390-0001, 000652730-0001, 000652730-0002, 000652730-0003.
US Design Patent No: US D597,393 S.
Multiple International Design Patents Pending
Nose
Tail
min Y
max X
max T
min V
Z
max Y
min X
min T
max V
Z
A self adjusting clamp for various flange thicknesses and slopes of up to
10°. The special serrations on the tail prevent the clamp rotating during
installation. The LS tail spans over slotted holes. For thicker flanges LSP2
packings are available. For correct tail length / packing combinations,
please see page 25.
Safe Working Load
(5:1)
Factor of Safety (2:1)
Tightening
Tensile / 1 Bolt
Frictional1) / 2 Bolts Torque
kN
kN
Nm
3.0
1.5
40
Clamping
Range
V
mm
3 - 15
Y
mm
17 - 19
Dimensions
X
T
mm
mm
18 - 24
16 - 21
80
3 - 20
16 - 22
18 - 29
17 - 23
40
200
3 - 25
22 - 25
27 - 37
20 - 28
55
3 - 30
24 - 31
25 - 42
23 - 32
60
Product
Code
Bolt A4-70
Z
LS10
M10
LS12
M12
7.0
2.0
LS16
M16
10.0
3.0
LS20
M20
18.0
5.0
400
Width
mm
38
1) Frictional loads calculated against slip (movement exceeding 0.1mm).
Order example: LS10
24
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11:59
Page 25
Steelwork Fixings
Accessories, Plate and Packing Details for Type LS
1
Type LSP2
Stainless Steel Grade 316
T
Y
Packing used to adjust the tail
length of the clamp to meet
X
Z
Product
Code
LS10P2
Bolt A4-70
Z
M10
Y
5
Dimensions
X
T
28
10
LS12P2
M12
7
33
10
40
LS16P2
M16
8
40
10
50
LS20P2
M20
9.5
40.5
10
55
Width
40
Order example: LS10P2
Accessories
L1
Packings are available upon request.
L1
l1M
L1 =
Plate length
L2 =
Plate width
l1M, l2M =
Hole centres
b1, b2 =
d=
s=
Flange width
Hole Ø
Plate thickness
l1M
b1
b1
b2
l2M
L2
l2M L2
d
d
Location Plate
End Plate
Plate Dimensions
Material: Stainless Steel Grade 304 or 316
End Plate1)
Location Plate
Bolt
Z
mm
Hole Ø
d
mm
Plate
Thickness
s
mm
Hole Centres
l1M, l2M
mm
Length/Width
min L1, min L2
mm
Plate
Thickness
s
mm
M10
11
12
b + 11
b + 70
15
b + 11
M12
13
15
b + 13
b + 80
20
b + 13
M16
18
22
b + 18
b + 100
25
b + 18
b + 100
110
M20
22
25
b + 22
b + 130
30
b + 22
b + 130
120
Hole Centre
l1M
mm
Length
min L1
mm
Hole Centre
min l2M
mm
Width
min L2
mm
b + 70
80
b + 80
80
l2M + 60
l2M + 60
l2M + 80
l2M + 90
1) Depending on type of connection and associated end plate use, the thickness may need to be modified to comply with accepted local design codes.
Tail Length / Packing Combinations for Type LS
For beams up to and including 5° slope
Flange
Thickness
mm
12
13
14
15
16
18
19
20
21
22
23
24
Type LS
M10
P2
1
1
1
1
1
1
1
1
M12
P2
1
1
1
1
M16
P2
-
M20
P2
-
Flange
Thickness
mm
25
26
27
28
29
30
31
32
Type LS
M10
P2
1
2
2
2
2
2
2
2
M12
P2
1
1
1
1
1
1
2
2
M16
P2
1
1
1
1
1
1
1
M20
P2
1
For thicker flanges, please contact Lindapter.
P2 = LSP2
25
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11:59
Page 26
Steelwork Fixings
Type BR / Type RC
1
Flat Top
Type BR
Nose
Clamping
Area
Tail
Skirt
Z
T
V
Y
X
A versatile clamp for steel beams or rails. The skirt prevents the
clamp from rotating during installation. The BR tail spans slotted
holes. Suitable for flanges up to 8°.
Product
Code
Bolt 8.8
Z
BR12
12
Safe Working Loads
Tensile / 1 Bolt
kN
kN
5.8
0.7
Tightening
Torque
Nm
69
Y
mm
26
Dimensions
Tail Length V
short medium
mm
mm
4
6
X
mm
13
T
mm
13
Width
mm
29
BR16
16
7.3
1.5
147
30
16
6
8
16
35
BR20
20
14.7
3
285
36
19
7
10
19
42
BR24
24
19.7
4.5
491
48
25
9
12
25
54
Order example: BR12 short HDG
Type RC
Hole to suit
M12-M24
Nose
Forged steel, corrosion protection as required
Skirt
Tail
A special clamp for securing
rails or steel beams of 10mm
or greater. Packings are
available for thicker flanges.
The RC tail spans slotted
holes. Suitable for flanges of
up to 5°. The product will be
drilled to suit the hole size and
position requirements of the
application.
W
L
H
V
X
Product
Code
Bolt 8.8
Z
RCS12
M12
Min. Safe Working Load1)
Tensile / 1 Bolt
kN
2.6
RCS16
M16
4.0
147
RCS20
M20
9.6
285
RCS24
M24
12.3
491
Tightening
Torque
Nm
69
Tail Length V
mm
10
X
mm
6.5 - 26.5
Dimensions
L
mm
76
H
mm
29
Width W
mm
50
10
9 - 24
76
29
50
10
11 - 22
76
29
50
10
13 - 20
76
29
50
1) The safe working load depends on the position of the bolt hole. The greater dimension X the lower the load.
Order example: RCS12 HDG with dimension X = ______ mm
26
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11:59
Page 27
Steelwork Fixings
Accessories and Packing Details for Type BR
1
Type CW - Clipped Washer
Mild Steel, bright zinc plated /
hot dip galvanised
T
Y
X
Z
Packing used to adjust the tail length of the clamp to meet
Product
Code
Bolt
Z
Dimensions
X
T
mm
mm
19.5
2.5
CW12
M12
CW16
M16
8
17.5
3
38
CW20
M20
10
22
4
44
CW24
M24
12
29
4
57
Y
mm
6
Width
mm
31
Order example: CW12 BZP
Type P1 short / P2 short
TP1
Y
TP2
X
Z
Packing used to adjust the tail length of the clamp to meet
Product
Code
P1
P2
P1S12 P2S12
Bolt
Z
M12
P1S16
P2S16
P1S20
P2S20
P1S24
P2S24
Dimensions
TP1 TP2
mm mm
6
12
Width
mm
30
Y
mm
6
X
mm
16
M16
8
21
8
16
35
M20
10
23
10
20
43
M24
12
32
12
24
54
Order example: P1S12 BZP
For Type BR please see the following:
• Location and End Plates, page 15
• Calculation of bolt length, page 11
Tail Length / Packing Combinations for Type BR
NB: The flange thickness refers to t1.
t1
For rails up to and including 8° slope
Flange
Thickness
mm
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
Type BR
BR
s
m
s
m
s
s
m
m
s
m
s
s
m
m
s
m
m
s
m
m
s
m
s
s
s
m
s
M12
CW P1S
1
1
2
2
2
1
1
1
1
1
2
1
2
1
2
1
2
1
1
1
1
1
2
1
1
1
1
1
2
1
1
-
P2S
1
1
1
1
1
1
1
1
1
2
2
2
2
BR
I
s
s
m
s
s
m
s
s
s
s
m
s
s
m
s
s
s
m
m
s
s
m
s
s
m
m
M16
CW P1S
1
1
1
2
2
1
1
1
1
1
1
1
1
1
2
1
2
1
1
1
1
2
2
2
2
-
P2S
1
1
1
1
1
1
1
1
1
1
BR
I
I
s
s
s
m
s
s
s
m
s
s
s
m
s
m
m
m
m
m
s
s
s
m
m
m
s
M20
CW P1S
1
1
1
1
2
2
1
2
3
1
1
3
3
1
1
2
1
2
1
2
1
2
1
1
-
P2S
1
1
1
BR
I
I
I
s
s
s
m
s
s
s
m
s
s
s
m
s
s
s
m
s
s
s
m
s
s
s
M24
CW P1S
1
1
1
1
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
2
1
2
1
2
1
P2S
-
For thicker flanges, please contact Lindapter. Type BR is only available with tail length ‘short’ and ‘medium’.
s = short m = medium P1S = P1 short P2S = P2 short I = Type not applicable
27
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11:59
Page 28
Steelwork Fixings
Type HD
1
Type HD
Type HD Hard / Soft Clip
Malleable iron, SG iron, corrosion protection as requested
Plug
Nose
Leg
Skirt
Type HD Spring Clip
Elastomer Spring
The type HD rail clamps facilitate the precise alignment of rails by allowing
a high degree of stepless lateral adjustability. Three variants are available
(see opposite page).
Technical Data
Suitable for all rails with tapered flanges and crane speeds of up to
60m/min. For wheel loads above 400kN or lateral loads higher than
wheel loads please contact Lindapter.
Normal
Lateral Conditions
High
Lateral Conditions
SWL* Tightening
Torque
SWL* Tightening
Torque
Product
Clip
Bolt 8.8
Leg
Stud
Code
Type
Z
V
Length H
kN
Nm
kN
Nm
mm
mm
HD20 H
Hard
M20
22.5
185
46
450
F-8
F + 38
HD20 S
Soft
M20
22.5
185
46
450
F-5
F + 40
HD20 SP
Spring
M20
22.5
185
46
450
F-7
1)
Dimensions
Lateral Adjustm. Plate Width
Distances
Width
min A
X2)
Y2)
W
mm
mm
mm
mm
mm
± 11.5
B + 137
30
27
74
± 11.5
B + 137
30
27
74
F + 40
± 11.5
B + 137
30
27
74
max L
M20
22.5
185
46
450
F
F + 45
± 11.5
B + 137
30
27
74
HD20 SP-P Spring & Pad
M20
22.5
185
46
450
F - 21)
F + 45
± 11.5
B + 137
30
27
74
HD24 H
Hard
M24
40
320
60
760
F-8
F + 41
±8
B + 130
30
27
74
HD24 S
Soft
M24
40
320
60
760
F-4
F + 43
±8
B + 130
30
27
74
HD24 SP
Spring
M24
40
320
60
760
F-7
F + 43
±8
B + 130
30
27
74
HD24 S-P
Soft & Pad
M24
40
320
60
760
F + 11)
F + 48
±8
B + 130
30
27
74
M24
40
320
60
760
F - 21)
F + 48
±8
B + 130
30
27
74
HD20 S-P
Soft & Pad
HD24 SP-P Spring & Pad
*4:1 Factory of Safety
1)Based on 5mm thick resilient pad.
2)Based on plug set at 3 o’clock position.
NB: Leg length V for use with rail sections only with tapered base. For parallel sections please refer to Lindapter.
Order example: HD20 H HDG for rail: ________
28
1/11/11
11:59
Page 29
1
Steelwork Fixings
Type HD
Type HD Hard Clip
Leg length V should be selected to clamp rail down tightly and allow no
vertical rail movement. Not to be used when the rail is supported by a
resilient pad.
H
F
Y
X
V
B
A
Type HD Soft Clip
Leg length V should be selected to allow vertical rail movement caused
by rail wave, whilst holding the rail in precise alignment laterally.
Rail ends need to be fixed.
H
F
Y
X
V
B
A
Type HD Spring Clip
The spring clip version incorporates an elastomer spring into the nose
of the product, designed to provide some vertical restraint to the rail
whilst still allowing the rail to lift with rail wave.
The elastomer spring is manufactured from high density synthetic
polymer which has a Shore A hardness of 94.97. The spring is
unaffected by salt water and most chemicals and has a high resistance
to abrasion.
H
F
Y
X
V
B
A
Resilient Pad
Both the spring and soft clips can be used with a resilient pad to
decrease track running noise / structural vibration, level out irregular
contact between surface and rail and to spread wheel load evenly over
a wider area.
V
Resilient Pad
Installation
1. Position clip on bolt or stud. Place
the plug in 3 o’clock position and
tighten the nut.
2. Rotate the built in nut profile in a
clockwise direction from the 3
o’clock position to locate the clip
against the rail and laterally adjust
the rail if required.
+L
-L
W
3. Apply the recommended torque to
the hexagon nut.
29
1/11/11
12:00
Page 30
Steelwork Fixings
Type BSNT / Type BSLN
Nose
Type BSNT
1
Flat Top
Z
T
Y
X
A special clamp for the installation of beams flange to flange. The location
plate is substituted by a connecting frame made of steel flats equalling
the flange thicknesses in height. The clamps are welded to this frame.
M12
Safe Working Loads
Tensile / 1 Bolt
kN
5.8
Tightening
Torque
Nm
69
Y
mm
26
X
mm
13
T
mm
16
Width
mm
29
M16
7.3
147
30
16
20
35
BSNT20
M20
14.7
285
36
19
24
42
BSNT24
M24
19.7
491
48
25
32
54
Product
Code
Bolt 8.8
Z
BSNT12
BSNT16
Dimensions
Order example: BSNT12 HDG
Type BSLN
Extended Nose
Flat Top
Tail
Skirt
Z
T
V
K
Y
X
A special clamp designed with a longer nose to extend the contact area
with the steel section. For parallel flanges only. Can be used with types
CW, P1 short, P2 short.
M12
Safe Working Load
Tensile / 1 Bolt
kN
5.8
Tightening
Torque
Nm
69
Y
mm
45.5
X
mm
15.5
M16
7.3
147
44
17
Product
Code
Bolt 8.8
Z
BSLN12
BSLN16
Dimensions
Tail Length
V
mm
6
11
T
mm
17
Width
mm
28
16
32
Order example: BSLN12 HDG
30
1/11/11
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Page 31
Steelwork Fixings
Type F9 / Type HW/HC
1
Type F9
Nut
Bolt
Z
Single Leg
V
Jaws
W
T
X
V
Double Leg
A flange clamp for connecting parallel running steel sections with
flanges of the same width. The clamps can be used with bolts or
alternatively with threaded rod.
Not suitable for tapered flanges.
Product Code
with
without
Bolt
Bolt
F910NC
F910NB
M10
Safe Working Loads
Tensile / 1 Bolt
kN
2
F912NC
F912NB
M12
2.8
39
26 - 60
35
17
24
F916NC
F916NB
M16
5.6
93
29 - 69
43
21
28
35
F920NC
F920NB
M20
8.4
177
32 - 82
51
25
35
44
F924NC
F924NB
M24
14.0
235
45 - 95
76
38
55
63
Bolt 4.6
Z
Tightening
Torque
Nm
20
Clamping Range
W
mm
19 - 42
X
mm
25
Dimensions
V
T
mm
mm
13
19
Width
mm
24
30
Order example: F910NC HDG
Type HW/HC
hot dip galvanised
X
Z
Hemispherical Washer
R
W1 L
W2
Y
10°
Hemispherical Cup
For vertical suspension on angled surface of up to 10° swing either side of
the vertical. The hemispherical washer (HW) can be used without the cup.
Loads are subject to applications, please contact Lindapter.
Product Code
Hemispherical Cup
mm
X
W1
mm
mm
Hemispherical Cup
Y
W2
mm
mm
Dimensions
Hemispherical Washer & Cup
R
L
mm
HW06
-
19
9
-
-
-
-
HW08
-
22
10
-
-
-
-
HW10
HC10
25
12
32
12
13
14
HW12
HC12
29
12
35
12
14
16
HW16
HC16
34
16
41
16
17
19
HW20
HC20
44
19
54
19
22
24
HW24
HC24
57
25
67
25
29
32
Order example: HC10 BZP
31
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Page 32
Steelwork Fixings
Type SC / Type LP
1
Type SC / Type LP
Corrosion Protection as required
Custom built connections for specific application requirements, such as vertical loads, loads at an angle and rotation of up to 360°. Typical applications
are shown. Other loads and designs are available. All loads subject to suitability of supporting section.
Type SC
Type SC
Shackle Clamp with 4 Bolts
Loading:
Various sizes available
up to 6t (60kN) SWL
Directions: vertical lift
Angle:
± 10º
Type LP4
Type LP4
Lifting Point with 4 Bolts
Loading:
up to 7t (68kN) SWL
Directions: 360º rotation
Angle:
0 - 90º
Type LP6
Type LP6
Lifting Point with 6 Bolts
Loading:
up to 10t (98kN) SWL
Directions: 360º rotation
Angle:
0 - 90º
Order details: Loading, rotation, angle and beam dimensions
32
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Page 33
Steelwork Fixings
Type FC
1
Type FC
Forged steel, bright zinc plated plus JS500
The Flush Clamp is a highly adjustable Girder Clamp System without
the need of a location plate. Suitable for connecting beams of varying
widths and thicknesses. Suitable for flanges of up to 10° slope.
For convenience and ease of installation, the Flush Clamp features an
innovative ‘beam width selector’ allowing the installer to quickly adjust
the clamp to the required setting (marked from 3” to 7”). Teeth on the
special bolt and special washer engage teeth on the body of the
clamp, preventing movement.
Product
Code
Special
Bolt
8.8
FC16
M16
Safe Working Loads
Tensile / 4 Bolts
kN
kN
30.0
7.5
Tightening
Torque
Nm
147
Clamping Range V
Flange Thickness Flange Width1)
mm
mm
5 - 19
75 - 180
Dimensions
T
B
mm
mm
22 - 27
304
1) Depending on beam connection angles (see table below).
Order example: FC16
Flat washer
Half nut
Nut
Special washer
Body
min V
max T
max V
min T
B
Special Bolt
Minimum Possible Beam Connection Angles
Bottom Beam
Top Beam
Flange
Width
76.2
mm
101.6
mm
127.0
mm
152.4
mm
177.8
mm
76.2 mm
101.6 mm
45°
50°
50°
50°
55°
55°
65°
65°
75°
75°
127.0 mm
152.4 mm
55°
65°
55°
65°
55°
65°
65°
65°
75°
75°
177.8 mm
75°
75°
75°
75°
80°
Angle
33
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Page 34
Steelwork Fixings
Loads and Specifications
1
Loads and Specifications
Lindapter steel connections are designed to suit the loading condition of each application, as defined below. Safe working loads published in this
catalogue are for bolt grade 8.8 unless otherwise stated. Should you require assistance in selecting the correct product for your needs, please contact
Lindapter.
Tensile Loading
Combined Loads
In tensile applications the load
transmits a force parallel to the
centre line of the bolt shank,
hence applying a load to the
contact point of the Lindapter.
See product data tables for
allowable tensile loads at varying
bolt sizes.
Frictional Loading
When the fixings are subject to
more than one load condition,
the resulting forces must be
calculated to determine the
product and bolt sizes required.
Please contact Lindapter with
your application.
Compression Loading
The force is applied at 90° to
the bolt shank. The point at
which slip occurs depends
upon the condition and finish
of the steelwork, the coating
of the Lindapter and the
grade of bolt used. Slip is
defined as the constant load
at which relative movement
between clamped
components exceeds
0.1mm.
Shear Loading
Torque
The Safe Working Load of the
assembly is determined by the
bolt grade and diameter as the
force is resisted by the cross
sectional area of the bolt
shanks. It is recommended that
reference be made to the bolt
manufacturers’ technical
literature or the relevant
structural steel design code to
ascertain a Safe Working Load
per bolt.
34
Force here is applied direct to
the supporting section rather
than the Lindapter products.
If, however, there is a gap
between the surfaces being
connected, the buckling
strength of the supporting
fabrication must be considered.
The recommended torque
values stated in the product
sections must be applied in
order to achieve the stated Safe
Working Loads. Any reduction in
torques applied will lower the
product Safe Working Load and
is not recommended.
1/11/11
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Page 35
Steelwork Fixings
Technical Enquiry
1
Technical Enquiry
Date . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Company . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Full Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Position . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Department . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Town . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Post Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Tel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Fax . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
E-mail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Web
www . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Your details may be shared with your nearest distributor to ensure your enquiry is dealt with as quickly as possible
Project Name / Reference:
...............................................................................................................
...............................................................................................................
1. Is your case comparable with an application in this catalogue?
If yes, please state page and illustration number (if applicable)
...................................................
If no, please enclose drawing detail . . . . . . . . . . . . . . . . . . . . . H
2. Load per connection:
Tensile . . . . . . . . . . . . . . . kN
Frictional . . . . . . . . . . . . . kN
Please state any special load conditions (vibration, etc.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Static Load . . . . . . . . . . . . . .H
Dynamic Load . . . . . . . . . . .H
3.
Load Cycles . . . . . . . . . . . . . . . . . .
Beam Type
Flange Width
Flange Thickness
Top Beam
Bottom Beam
4. Corrosion protection of beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
5. Number of connections required. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Email:
[email protected]
35
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Page 36
Steelwork Fixings
1
A selection of connection examples are shown below, please visit the Lindapter website to view more applications.
36
GC001-1
GC001-3
GC001-4
GC001-5
GC001-6
GC001-7
GC001-9
GC001-10
GC001-11
1/11/11
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Page 37
Steelwork Fixings
GC002-1
GC002-2
GC002-3
GC002-4
GC003-1
GC003-3
GC003-4
GC004-1
GC004-2
1
37
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Page 38
Steelwork Fixings
38
GC004-4
GC005-1
GC005-2
GC006-1
GC006-2
GC006-3
GC006-5
GC006-6
GC007-1
1
1/11/11
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Page 39
Steelwork Fixings
GC008-2
GC008-3
GC008-4
GC009-1
GC009-2
GC010-1
GC011-1
GC011-2
GC012-1
1
39
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12:00
Page 40
Cavity Fixings
Cavity Fixings
The Hollo-Bolt® and Lindibolt® eliminate the need
for conventional through-bolting or welding of
structural hollow section (SHS) or any steel
structure where access is only available from
one side.
In the late 1940s, Lindapter revolutionised ‘blind
connections’ with the development of the original
Lindibolt, for situations where access to both sides
of the steel was restricted. Following the
introduction and wide acceptance of SHS, the
Hollo-Bolt was invented to suit virtually any type
of hollow section, including square, rectangular,
circular and oval profiles. As with all Lindapter
products, the R&D department has continued to
develop the range with the rapid expansion in
diameters, lengths, finishes, and head types.
Following comprehensive testing, The Steel
Construction Institute (SCI) and British
Constructional Steelwork Association (BCSA)
recognise the Hollo-Bolt as a primary structural
connection, in the design guide ‘Joints in Steel
Construction – Simple Connections’.
The Hollo-Bolt has CE Mark Certification, and is
also approved by the Deutsches Institut für
Bautechnik and TÜV NORD.
Both the Lindibolt and Hollo-Bolt enable fast and
safe construction and can be swiftly installed by
simply inserting the product into pre-drilled holes,
then tightening to the recommended torque using
hand tools.
Typical Hollo-Bolt applications include:
• Primary Connections
• Secondary Connections
• Bridges
• Cladding
• Balconies
• Towers and masts
• Staircases and handrails
• Glazing and roofs
40
2
1/11/11
12:01
Page 41
Cavity Fixings
Type HB - Hollo-Bolt®
2
Steel, bright zinc plated plus JS 500
Steel, hot dip galvanised
Collar
Rubber Washer
Sleeve
Cone
Bolt
Suitable for hollow sections, tubes and where access is available from
one side only. For high corrosion protection the Hollo-Bolt® comes with
additional JS500 protection as standard or hot dip galvanised.
Sizes M16 and M20 have a patented collapse mechanism for
optimised clamping force.
Awarded the Design Council’s Millennium Product status for
innovation in the year 2000.
Hollo-Bolt®: M8, M10, M12
H
H
L
D
Installation Hollo-Bolt®
Hollo-Bolt®: M16, M20
d
L
d
D
1. Align pre-drilled fixture
and steelwork. Insert
Hollo-Bolt® through
fixture and steelwork.
Rubber Washer
W
W
≥8
Across Flats
A/F
Rubber Washer
compressed /
increased
clamping force
2. Grip the Hollo-Bolt®
collar with an open
ended spanner.
3. Using a torque
wrench, tighten the
central bolt to the
recommended torque.
41
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Page 42
2
Cavity Fixings
Product
Code
HB08-1
Bolt
M8x50
Clamping
Thickness
W
mm
Outer
Ply1)
min t
mm
3 - 22
-
Sleeve
Length Outer Ø
L
d
Collar
Height Ø
H
D
A/F
d
mm mm
TighteningTorque
Nm
Safe Working Loads2)
Tensile Single Shear
kN
kN
30
HB08-2
M8x70
22 - 41
-
49
HB08-3
M8x90
41 - 60
-
68
HB10-1
M10x55
3 - 22
-
30
HB10-2
M10x70
22 - 41
-
48
HB10-3
M10x90
41 - 60
-
67
HB12-1
M12x60
3 - 25
-
35
HB12-2
M12x80
25 - 47
-
57
HB12-3
M12x100
47 - 69
-
79
HB16-1
M16x75
12 - 29
8
41.5
HB16-2
M16x100
29 - 50
8
63
HB16-3
M16x120
50 - 71
8
84
50
HB20-1
M20x90
12 - 34
8
HB20-2
M20x120
34 - 60
8
76
HB20-3
M20x150
60 - 86
8
102
13.75
5
22
19
23
4.0
5.0
17.75
6
29
24
45
8.5
10.0
19.75
7
32
30
80
10.5
15.0
25.75
8
38
36
190
21.0
30.0
32.75
10
51
46
300
35.0
40.0
Order example: HB08-1 BZP plus JS 500
1) Type HB (HB16 and HB20 only) require the thickness of the outer ply (min t) to be at least 8mm. If necessary, spacer
washers should be used beneath the collar to increase the thickness to 8mm.
2) The Hollo-Bolt® can be used on a wide variety of steel hollow shape sections; safe working loads shown are based on use
in S275 structural hollow section. The safe working loads, in both tension and shear, are applicable to the Hollo-Bolt® only.
Failure of the section, particularly on those with thin walls and a wide chord face, could occur at a lower figure and its
strength should be checked by a qualified structural engineer.
Joints in Steel Construction - Simple Connections
The tables above and on the opposite page state the safe working loads with a 5:1
factor of safety and should be used for secondary applications. For primary design,
please consult the guide Joints in Steel Construction - Simple Connections.
The guide provides design guidance for the use of Hollo-Bolt® and gives essential information
for structural steelwork connections for use in buildings designed by the ‘Simple Method’ i.e.
braced frames where connections carry mainly shear and axial loads only.
To obtain further details on the Simple Connections guide please contact:
The Steel Construction Institute
Tel: +44 (0) 1344 636 525
Fax: +44 (0) 1344 636 570
www.steel-sci.org
Published by
SCI/BCSA Connections Group.
Publication Number: P212
ISBN 1 85942 072 9
Lindapter is a member of SCI
and BCSA
For Eurocode design please refer to page 44.
Bolt Diameter, Hole and Edge distances for all
variants of Type HB excluding Flush Fit
For Flush Fit figures see page 43.
Clearance
Type
42
Hole Ø
Hole Distances
Edge Distances
d1
min A
min B
mm
mm
mm
mm
HB08
14 (+1.0 / -0.2)
35
13
B + C > 17.5
HB10
18 (+1.0 / -0.2)
40
15
B + C > 22.5
HB12
20 (+1.0 / -0.2)
50
18
B + C > 25.0
HB16
26 (+2.0 / -0.2)
55
20
B + C > 32.5
HB20
33 (+2.0 / -0.2)
70
25
B + C > 33.0
min t
B+C
d1
d1
A
B
C
1/11/11
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Page 43
Cavity Fixings
Type HBFF - Hollo-Bolt® Flush Fit
2
Type HBFF - Hollo-Bolt® Flush Fit
Steel, bright zinc plated plus JS 500
Steel, sheraplex
L
Registered in the European Community under the
Design Numbers: 000797147-0001, 000797147-0002,
000797147-0003, 000797147-0004
d
D
Sleeve
H
W
Cone
Installation Nut
A/F
The latest Hollo-Bolt® creates immense opportunity for architectural
design as the bolt is concealed within the steel with no protruding bolt
head or collar. Installation is fast and simple using Lindapter's innovative
installation nut (one included per box) allowing the Flush Fit to be
min t
installed without the requirement of specialist skills or equipment.
Product
Code
Counter
Sunk
Bolt
Clamping
Thickness
Outer
Ply
Sleeve
Overall
Length Outer Ø
(inc. collar)
L
d
mm
mm
35
HBFF08-1
mm
M8x50
W
mm
10 - 27
min t
mm
8
HBFF08-2
M8x70
27 - 45
8
HBFF08-3
M8x90
45 - 64
HBFF10-1
M10x50
12 - 27
HBFF10-2
M10x70
27 - 45
54
HBFF10-3
M10x90
45 - 64
73
HBFF12-1
M12x55
12 - 30
HBFF12-2
M12x80
30 - 52
64
HBFF12-3
M12x100
52 -74
86
54
Collar
Height Ø
Safe Working Loads1)
Tensile
Single
Shear
Installation
Tool
A/F
Tightening
Torque
mm
Nm
kN
kN
H
D
mm mm
13.75
5
24
19
23
4.0
5.0
17.75
6
30
24
45
8.5
10.0
19.75
7
33
30
80
10.5
15.0
73
10
36
10
42
Order example: HBFF08-1 BZP plus JS 500 without / with ____ installation nut(s)
1) The Hollo-Bolt® can be used on a wide variety of steel hollow shape sections; safe working loads shown are based on use in S275
structural hollow section. The safe working loads, in both tension and shear, are applicable to the Hollo-Bolt® only. Failure of the
section, particularly on those with thin walls and a wide chord face, could occur at a lower figure and its strength should be
checked by a qualified structural engineer.
Bolt Diameter, Hole and Edge Distances Type HBFF
Clearance
Type
Hole Ø
Countersunk
Ø
Depth
Hole Distances
Edge Distances
d1
d2
t1
min A
min B
B+C
mm
mm
mm
mm
mm
mm
HBFF08
14 (+1.0 / -0.2)
27
6.5
35
13
B + C > 17.5
HBFF10
18 (+1.0 / -0.2)
31
6.5
40
15
B + C > 22.5
HBFF12
20 (+1.0 / -0.2)
35
7.5
50
18
B + C > 25.0
Installation Hollo-Bolt® Flush Fit
90º
d2
t1
d1
d1
A
B
C
Installation nut
1. Align pre-drilled fixture and
steelwork. Insert Hollo-Bolt®
through fixture and steelwork.
2. Apply installation nut and grip nut
with an open ended spanner.
3. Using a torque wrench, tighten the
central counter-sunk bolt to the
recommended torque.
43
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Page 44
Cavity Fixings
Tensile and Shear Resistance Hollo-Bolt®
2
Characteristic values of tensile and shear resistance for Hollo-Bolt®
taken from ETA-10/0416
www.lindapter.com/about/CE
Standard Hollo-Bolt®
Designation Nominal Size
HB08
HB10
HB12
HB16
HB20
HBST08
HBST10
HBST12
HBST16
HBST20
Flush Fit Hollo-Bolt®
Tensile
Ft,Rk (kN)
Shear
Fv,Rk (kN)
Material Strength
of Sleeve N/mm2
Designation
Nominal Size
Tensile
Ft,Rk (kN)
Shear
Fv,Rk (kN)
Material Strength
of Sleeve N/mm2
23.1
39.6
45.8
84.3
124.0
26.8
46.0
53.3
98.0
154.0
32.9
54.2
71.0
139.0
211.0
30.7
51.0
65.0
128.0
205.0
430
430
430
430
390
500
500
500
500
500
HBFF08
HBFF10
HBFF12
HBSTFF08
HBSTFF10
HBSTFF12
M08
M10
M12
M08
M10
M12
23.1
39.6
45.8
26.8
46.0
53.3
32.9
54.2
71.0
30.7
51.0
65.0
430
430
430
500
500
500
M08
M10
M12
M16
M20
M08
M10
M12
M16
M20
Countersunk Hollo-Bolt®
Button Head / Security Hollo-Bolt®
Designation
Nominal Size
Tensile
Ft,Rk (kN)
Shear
Fv,Rk (kN)
Material Strength
of Sleeve N/mm2
HBCSK08
HBCSK10
HBCSK12
HBCSK16
HBSTCSK08
HBSTCSK10
HBSTCSK12
HBSTCSK16
M08
M10
M12
M16
M08
M10
M12
M16
23.1
39.6
45.8
84.3
26.8
46.0
53.3
98.0
32.9
54.2
71.0
139.0
30.7
51.0
65.0
128.0
430
430
430
430
500
500
500
500
Designation
Nominal Size
HBBH/HBFT/HBPR
HBBH/HBFT/HBPR
HBBH/HBFT/HBPR
M08
M10
M12
Tensile
Ft,Rk (kN)
Shear
Fv,Rk (kN)
Material Strength
of Sleeve N/mm2
23.1
39.6
45.8
32.9
54.2
71.0
430
430
430
The characteristic values for the Hollo-Bolt listed in the above tables are for use when designing bolted connections to Eurocode 3 only,
these are not standard safe working loads.
Hollo-Bolt® lengths 1, 2 and 3 are covered by this ETA-10/0416.
The characteristic values are used to determine the design resistance of the Hollo-Bolt®.
The design resistance is calculated by dividing the characteristic value by a partial factor gM2.
The partial factor is a nationally determined parameter (gM2 =1.25 in the UK).
For standard Hollo-Bolt® safe working loads with a factor of safety of 5:1 please refer to the Hollo-Bolt® tables on pages 42 an 43.
The characteristic values are valid for the Hollo-Bolt® assembly itself, in any connection detail the design resistance of the connection may be limited to
a lesser value. For example, when the thickness of the connected component is small, pull out failure may occur before failure of the Hollo-Bolt®.
Design checks should be carried out on the section member to determine the static design resistance.
The SCI Greenbook publication P358 Joints in Steel construction, Simple Joints to Eurocode 3 contains a number of checks on the section.
The characteristic values are only valid when the Hollo-Bolts are installed as per our installation instructions.
Hexagonal Head
Flush Fit
Button Head
Security
Countersunk
(Head)
Availability of Lindapter Head Variations
Type
Hex Head
Flush Fit
Countersunk
Button Head
44
M8
M10
M12
M16
M20
JS500
Stainless
Steel
Sheraplex
Hot Dip
Galv.
1/11/11
12:01
Page 45
Cavity Fixings
Type LB2 - Lindibolt 2®
2
Type LB2 - Lindibolt 2®
Steel, bright zinc plated
Washer
Main Body
Setscrew
Cone
Locknut
Nut
D
W
C
F
d
Z
P
Y
W
A self heading bolt suitable for connecting steelwork to hollow-sections,
tubes and where access is available from one side only. The Lindibolt 2®
uses a standard clearance hole.
Product
Code
1)
®
Safe Working Load1)
(Factor of Safety 5:1)
Tensile
Single
Shear
kN
kN
3.0
3.4
LB10
Lindibolt
Size Length
Z
Y
mm
M10
69
Hole Ø
d
min
max
mm
mm
11
11.5
Clamping
Length
W
mm
7 - 30
Projection
LB12
M12
80
13
13.5
5.0
5.0
10 - 36
9 - 12
M12
31
19
LB16
M16
105
17
17.5
8.0
9.8
12 - 48
12 - 16
M16
81
LB20
M20
128
21
21.5
14.0
15.2
14 - 60
15 - 20
M20
LB24
M24
158
25
25.5
20.0
22.5
18 - 72
18 - 24
M24
P
mm
7.5 - 10
Main Body B and Nut C&D
Thread Tightening
Z
Torque
A/F
mm
Nm
mm
M10
20
17
M5
Setscrew F
Tightening
Torque
Nm
6
A/F
mm
8
M6
11
10
24
M8
23
13
129
30
M10
45
17
203
36
M12
80
19
Bolt
F
The safe working loads, in both tension and shear, shown above are applicable to the Lindibolt 2® only.
Failure of the section, particularly on those with thin walls and a wide chord face, could occur at a lower figure and its strength should be checked.
Order example: LB10 BZP
Installation
1. Set nut (C) at (W) plus projection (P).
Tighten Locknut (D).
2. Align pre-drilled fixtures. Insert Lindibolt® through both fixtures,
cone end first.
3. Hold nut (C) with spanner and tighten bolt (F).
Loosen off locknut (D) and tighten nut (C).
Secure by re-tightening locknut (D).
45
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Page 46
Cavity Fixings
HB001
46
2
HB002
HB003
HB004
HB005
HB006
1/11/11
12:01
Page 47
Cavity Fixings
HB007
2
HB008
HB009
HB010
HB011
HB012
47
1/11/11
12:01
Page 48
Composite Decking Fixings
3
A range of high quality, cost effective building services connections
designed to fit inside the dovetail shaped re-entrant channel of
decking profiles, compatible with all major manufacturers including
CMF®, Tata Steel®, Kingspan®, SMD® and Richard Lees®.
To apply the published static loads it is important that all the
Lindapter Composite Decking Fixings are installed only when the
slab has been poured and the concrete reaches full strength. Please
refer to decking manufacturers’ data sheets for slab loading.
Advantages include:
• Speed of installation
• No special tools required
• No weakening of the decking profiles
• No damage of the surfaces of the decking
• No possibility of delamination
• Adjustable and easily removable
48
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Page 49
Type AW
3
Type AW - Alphawedge
Locking Plate: Pre-galvanised strip
Wedge: Malleable iron, bright zinc plated
Wedge
Locking Plate
The Alphawedge is designed for Ribdeck® AL, E60 and 80 profiles
manufactured by Richard Lees® Steel Decking (see page 56).
M6
Safe Working Load
Tensile / 1 Rod
kN
1.0
AW08
M8
1.0
10
AW10
M10
1.0
10
Product
Code
Rod
4.6
AW06
Tightening
Torque
Nm
10
Order example: AW06
Installation
1.
2.
3.
4.
1. Pre-assemble the Locking Plate and Alphawedge (flat surface facing up) onto the threaded rod.
2. Insert wedge into the re-entrant channel of the decking, rotate 90°.
3. Slide plate up the threaded rod, over the wedge, to lock it in position into the channel.
4. Tighten the locknut beneath the plate to hold the assembly in position.
Note: If the decking profile is deformed/distorted, the fixing should not be installed.
If in doubt, please contact Lindapter’s Technical Support Department for advice
49
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Page 50
Type MF
3
Type MF
Bracket: Steel strip, zinc plate + JS 500
Met-Nut: Malleable iron, bright zinc plated
Met-Nut
Bracket
The Type MF is designed for MetFloor® 60 & Metfloor 80 profiles
manufactured by Composite Metal Flooring (CMF®) (see page 56).
Please note, although this fixing is similar in appearance to the
Lindapter Type MW2, the Type MF should not be used in profiles
manufactured by Kingspan® Structural Products.
M6
Safe Working Load
Tensile / 1 Rod
kN
1.47
MF08
M8
1.47
10
MF10
M10
1.47
10
Product
Code
Rod
4.6
MF06
Tightening
Torque
Nm
10
Order example: MF06
Installation
1.
2.
3.
4.
1. Pre-assemble the bracket and Met-Nut (flat surface facing up) onto the threaded rod and insert one side of the bracket into the re-entrant
channel of decking.
2. Insert the other side of the bracket into position inside the decking.
3. Using either the threaded rod or thumb and forefinger, turn the Met-Nut clockwise until the position in Fig. 4 has been achieved.
4. Tighten the nut on the rod to a torque of 10Nm (prevent rod from rotating).
If in doubt, please contact Lindapter’s Technical Support Department for advice.
50
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Page 51
Type MW2
3
Type MW2 - Multiwedge 2
Bracket: Pre-galvanised strip
Multinut: Malleable iron, bright zinc plated
Multinut
Bracket
The Multiwedge 2 is designed for Multideck® 60 and Multideck 80
profiles manufactured by Kingspan® Structural Products (see page 56).
Product
Code
Rod
4.6
MW06
M6
Safe Working Load
Tensile / 1 Rod
kN
1.47
Tightening
Torque
Nm
10
MW08
M8
1.47
10
MW10
M10
1.47
10
Order example: MW06
Installation
1.
2.
3.
4.
1. Pre-assemble the bracket and Multi-Nut (flat surface facing up) onto the threaded rod and insert one side of bracket into re-entrant
channel of decking.
2. Snap other leg of bracket into position inside the decking and slide the assembly to desired position along length of re-entrant channel.
3. Push and turn the multi-nut clockwise until it locks into the channel walls.
4. Tighten the hexagon nut beneath the assembly.
51
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Page 52
Type SD2
3
Type SD2 - Slimdek® 2
Pre-galvanised strip
Inner Body
V-Nut
Main Body
Cam
The Slimdek® 2 is designed for the ComFlor® 225 profile manufactured
by Tata Steel®. It gives a fully flexible suspension position (see page 56).
M6
Safe Working Load
Tensile / 1 Rod
kN
1.0
SD208
M8
1.0
12
SD210
M10
1.0
12
Product
Code
Rod
4.6
SD206
Tightening
Torque
Nm
12
Order example: SD206
Installation
1.
2.
3.
4.
5.
6.
1. With Slimdek® 2 in its retracted position (as supplied) locate the fixing in the re-entrant channel.
2. Hold Slimdek® 2 in position with one hand, then rotate cam into the direction shown above with a spanner.
3. Rotate the nut until the inner body of the fixing locates against the re-entrant channel, and the nut feels tight.
4. Offer the V-Nut on a threaded rod up to the main body.
5. Rotate V-Nut through 90° to allow it to sit at the bottom of the Slimdek® 2 body.
6. Secure the assembly with a nut.
52
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Page 53
Type TR60
3
TR60/TR80
Type TR60
Locking Plate: Pre-galvanised strip
Wedge: Malleable iron, bright zinc plated
Wedge
Locking Plate
The TR60 fixing is designed for the TR60, TR60+, TR80 and TR80+
profiles manufactured by Structural Metal Decks (SMD®) (see page 56).
TR60+/TR80+
TR6006
M6
Safe Working Load
Tensile / 1 Rod
kN
1.0
TR6008
M8
1.0
10
TR6010
M10
1.0
10
Product
Code
Rod
4.6
Tightening
Torque
Nm
10
Order example: TR6006
Installation
1.
2.
3.
4.
1. Pre-assemble the locking plate and wedge (flat surface facing up) onto the threaded rod.
2. Insert wedge into the re-entrant channel of the decking and rotate until the chamfered cams engage on the sides of the channel.
3. Slide the plate up the threaded rod and over the wedge to lock it into position in the channel.
53
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Page 54
Type VN
3
Type VN - V-Nut
Malleable iron, mild steel, bright zinc plated
12.5mm
25mm
13mm
The V-Nut fits the re-entrant channel of several composite floor
deckings (see page 56).
Product
Code
Rod
4.6
VN06
M6
Safe Working Load
Tensile / 1 Rod
kN
1.8
Tightening
Torque
Nm
10
VN08
M8
2.0
10
VN10
M10
2.1
10
Order example: VN06
Installation
1.
3.
2.
1. Screw VN onto threaded rod.
2. Insert VN and rod into re-entrant channel of decking.
3. Rotate both rod and VN through 90° so that tapered sides engage the sides of the channel.
54
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Page 55
Type TC
3
Type TC - Toggle Clamp
Steel Strip, bright zinc plated
Nut
Toggle
V
The Toggle Clamp is designed for service suspension from pre-cast
hollow core slabs (minimum depth of core 75mm) as well as SHS,
steel sheeting or purlins.
T
W
Product
Code
Rod
min. 8.8
TC08
M8
Hole
Ø
mm
22
TC10
M10
25
Safe Working Load1)
Tensile / 1 Rod
kN
2.45
Tightening
Torque
Nm
10
T
mm
68
Dimensions
W
mm
16.5
Width V
mm
13
2.45
10
68
17.5
15
1) Subject to the strength of the concrete section.
Order example: TC08
Installation
2.
ER
PT
DA
LIN
1.
3.
LINDAPTER
LINDAPTER
ER
LINDAPTER
LINDAPT
4.
5.
6.
1. Drill hole. If toggle is to be used to support from pre-cast hollow core slab, ensure hole is central to hollow core.
2. Insert threaded rod through toggle, ensuring nut is flush with end of rod.
3. Align toggle parallel with rod, so that nut engages into the retaining cavity.
4. Offer up the assembly, inserting the toggle body completely through the hole.
5. Shake rod so that toggle body locates horizontally across hole.
Allow rod to drop down so that the nut locates in the seat in the toggle body.
6. Wind up rod to top of section as shown as high as possible. Secure the assembly with a nut and washer.
55
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Page 56
Decking Fixings Guide
Deckings
3
Lindapter Decking Fixings
Richard Lees® Steel Decking
Type AW
• Ribdeck® AL
• Ribdeck® E60
• Ribdeck® 80
Composite Metal Flooring (CMF®)
Type MF
• MetFloor® 60
• MetFloor® 80
Kingspan® Structural Products
Type MW2
• Multideck® 60
• Multideck® 80
Tata Steel®
Type SD2
• ComFlor® 225
Structural Metal Decks (SMD®)
Type TR60
•
•
•
•
Structural Metal Decks / SMD®
Tata Steel®
Richard Lees® Steel Decking
Kingspan® Structural Products
56
TR60
TR80
TR60+
TR80+
• Ribdeck® 51
Type VN
®
• ComFlor 51
• Holorib® and Superib®
• Multideck® 50
1/11/11
12:02
Page 57
Installation
3
Installation
1. Pre-assemble the locking plate and Alphawedge (flat surface facing up) onto the
threaded rod.
2. Insert wedge into the re-entrant channel of the decking, rotate 90°.
3. Slide plate up the threaded rod, over the wedge, to lock it in position into the
channel.
1.
2.
3.
4.
Type MF
1. Pre-assemble the bracket and Met-Nut (flat surface facing up) onto the threaded
rod and insert one side of the bracket into the re-entrant channel of the decking.
2. Insert the other side of the bracket into position inside the decking.
3. Using either the threaded rod or thumb and forefinger, turn the Met-Nut clockwise
until the position in Fig. 4 has been achieved.
1.
2.
3.
4.
4. Tighten the nut on the rod to a torque of 10Nm (prevent rod from rotating).
Type MW2 - Multiwedge 2
1. Pre-assemble the bracket and Multi-nut (flat surface facing up) onto the threaded
rod and insert one side of the bracket into re-entrant channel of decking.
2. Snap the other leg of bracket into position inside the decking and slide the
assembly to desired position along the length of re-entrant channel.
3. Push and turn the multi-nut clockwise until it locks into the channel walls.
1.
2.
1.
2.
4.
4.
3.
3.
5.
6.
4. Tighten the hexagon nut beneath the assembly.
Type SD2 - Slimdek 2
1. With Slimdek® 2 in its retracted position (as supplied) locate the fixing in the
re-entrant channel.
2. Hold Slimdek® 2 in position with one hand, then rotate cam into the direction
shown above with a spanner.
3. Rotate the nut until the inner body of the fixing locates against the re-entrant channel,
and the nut feels tight.
4. Offer the V-Nut on a threaded rod up to the main body.
5. Rotate V-Nut through 90° to allow it to sit at the bottom of the Slimdeck® 2 body.
6. Secure the assembly with a nut.
Type TR60
1. Pre-assemble the locking plate and wedge (flat surface facing up) onto the
threaded rod.
2. Insert wedge into the re-entrant channel of the decking and rotate until the
chamfered cams engage on the sides of the channel.
3. Slide the plate up the threaded rod and over the wedge to lock it into position in
the channel.
1.
1.
2.
3.
2.
4.
3.
Type VN - V-Nut
1. Screw VN onto threaded rod.
2. Insert VN and rod into re-entrant channel of decking.
3. Rotate both rod and VN through 90° so that tapered sides engage
the sides of the channel.
57
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Page 58
Support Fixings
4
Support Fixings
Lindapter provides easy-to-install solutions for supporting building services
from structural or secondary beams, including: the suspension of HVAC
equipment, pipe work, fire protection/sprinkler systems, suspended
ceilings and electrical equipment.
The range of high quality connections are extremely adjustable, allowing
the fast alignment of pipes etc. for a quick, cost effective installation.
As with all Lindapter connections, safety is paramount and where
appropriate, independent approvals include VDS and FM for fire
protection applications.
Please note, for the installation of heavy duty pipe supports such those of the petrochemical industry, the
steel connections in Section 1 of this catalogue are more suitable. For more information, please contact
Lindapter who will be pleased to design a connection to your specific requirement.
58
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Page 59
4
Support Fixings
Type FLS
Type FLS
High Grade Alloy Steel, bright zinc plated
Setscrew Z
Locknut
Swivel Unit
Nut Basket
T
W
U
X
R
360º
A flange clamp with a swivel unit for parallel and sloping flanges.
Supplied with a high tensile setscrew for secure grip.
Y
Product
Code
Safe Working Load (4:1 Factor of Safety)
Tensile/≤ 25º Tensile/> 25º to ≤ 45° Clamping Thickness Setscrew
W
Z
kN
kN
mm
2.5
1.5
3 - 17
M10
Thread
Y
FLS08
M8
FLS10
M10
2.5
1.5
3 - 17
M10
Tightening Torque
Setscrew
Nut
Z
N
Nm
Nm
18
18
18
18
R
mm
55
T
mm
53
55
53
Dimensions
U
X
mm
mm
58
27
58
27
≤ 25°
≤ 25°
Width
mm
28
28
Order example: FLS08
Approved Applications
Installation
Z
N
M
S
1.
2.
3.
4.
≤ 25°
1. Locate FLS onto flange.
General Applications
Parallel Flanges only
2. Ensuring lug on locknut locates into main body, tighten down
setscrew (Z), and then tighten upper locknut (N).
3. Install threaded rod by screwing into nut located in nut basket (S).
Ensure full thread capture.
90°
4. Secure assembly in nut basket (S) from beneath using a locknut
(not supplied).
Ensure that the cup point setscrew always grips on the
tapered side of the flange.
≤ 45°
≤ 45°
59
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Page 60
Support Fixings
Type FL
Type FL
4
*
Malleable iron,
bright zinc plated
*FL210 and FL310 only
Hexagon Setscrew
Locknut
Z
N
T
V
W
U
X
Y
A flange clamp suitable for use with parallel or tapered flange beams,
supplied with the back hole drilled or tapped. The type FL uses a hexagon
head, high tensile cup point setscrew for secure grip. Can be used with type
SW – Swivel Unit (see page 51) when connecting to inclined sections.
Product Code
Clear
Tapped
Safe Working Load
(4:1 Factor
Clamping
Thread
of Safety)
Thickness
Y
Tensile
W
kN
mm
M6
1.1
3 - 17
Setscrew
Z
Tightening Torque
SetLockscrew
nut
Z
N
Nm
Nm
8
11
FL106D
FL106T
Hole Ø
Y
mm
7
FL108D
FL108T
9
M8
1.1
3 - 17
M8
8
11
36
35
20
19
FL210D
FL210T
11
M10
2.4
3 - 19
M10
8
22
45
40
22
22
FL312D
FL312T
13
M12
3.1
3 - 23
M10
8
22
50
46
28
25
FL412D
FL410T
13
M10
3.1
3 - 28
M10
8
22
53
51
27
26
M8
T
mm
36
Dimensions
U
X
mm
mm
35
20
Width V
mm
19
Order example: FL210D with Hex Setscrew
Installation
1. Slide FL onto beam flange and tighten setscrew to
recommended torque. Guideline: tighten the setscrew finger
tight and then apply a further quarter turn (90°) with spanner.
2. Tighten the locknut (N) to the recommended torque.
On tapered flanges the cup point setscrew has to grip on the
inside of the flange.
60
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Page 61
Support Fixings
Type LC / Type SW - Swivel Unit
4
Type LC
Malleable iron, bright zinc plated
Setscrew
Locknut
Main Body
Z
N
T
V
X U
W
A flange clamp with tapped holes in position X and Y to accept threaded rod or cable clips.
For parallel or tapered flanges. Supplied with a high tensile cup point setscrew.
Y
Installation see page 56 – type FL
Product
Code
Thread
X
Y
Safe Working Load
Clamping Thickness
Tensile / in Pos. X Tensile / in Pos. Y
W
Setscrew
Z
Tightening Torque
Setscrew
Locknut
Z
N
T
Dimensions
U
Width V
kN
kN
mm
Nm
Nm
mm
mm
mm
LC06
M6
M6
0.18
0.59
3 - 20
M6
4
4
25
36
21
LC08
M8
M8
0.18
0.59
3 - 20
M6
4
4
25
36
21
Order example: LC06
*
Type SW - Swivel Unit
Type FL**
High Grade Alloy Steel, bright zinc plated
Type Z10**
*Type FL and SW only
U
R
V
**supplied separately
Swivel unit for applications on inclined beams. Can be used with type FL or type Z10.
Supplied complete with grade 8.8 M10 x 90 setscrew and nut.
Product
Code
Rod
SW10
M10
Safe Working Load
(4:1 Factor of Safety) Max.
Tensile
Inclination
kN
2.4
18°
Tightening
Rotation
Torque
Nm
360°
11
Dimensions
With Bolt
U
R
Width V
mm
mm
mm
45
25
35
Order example: SW10
61
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Page 62
Type F3 / Type F3-BICC
Support Fixings
Type F3
Nut
4
Bolt
Malleable iron,
hot dip galvanised
Single Leg
Double Leg
Z
V
W
S
R
T
X
V
A two part flange clamp with a large clamping range. The bolt can be
substituted with either drop rod or J bolts. Supplied with or without bolt.
For parallel flanges only.
Product Code
with
without
Bolt
Bolt
F308NC
F310NC
F308NB
F310NB
Bolt 4.6
Z
M8
M10
Safe Working Load
Tensile
kN
0.9
1.2
Clamping
Thickness
W
mm
2 - 25
2 - 30
Tightening
Torque
Nm
6
20
S
mm
19
22
T
mm
6
7
Dimensions
V
X
mm
mm
8
20
10
25
Width R
mm
33
38
F312NC
F312NB
M12
2.0
2 - 40
39
29
9
12
35
49
F316NC
F316NB
M16
4.0
3 - 55
93
36
12
16
46
60
F320NC
F320NB
M20
6.0
5 - 70
177
44
15
19
55
76
Order example: F308NC
Type F3-BICC
Malleable iron, hot dip galvanised
Z
T
V1
Y
S
W
X
V2
Y
A two part flange clamp which fixes claw type cable cleats directly
beneath the flange. Supplied with grade 4.6 bolt.
Product
Code
Bolt 4.6
Z
F310BICCA
M10
Safe Working Load
Tensile
kN
1.2
Clamping
Thickness
W
mm
0 - 30
Thread
Y
M10
Tightening
Torque
Nm
20
T
mm
6.5
V1
mm
10
Dimensions
V2
X
mm
mm
16
30
Width S
mm
40
Order example: F310BICCA
62
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Support Fixings
Type SH / Type HW/HC
4
Type SH
Hanger Nut
Y
With hanger nut
A
C
B
With standard nut
A strap hanger carrying FM approval for use in fire sprinkler
installations. Supplied with either a standard or a hanger nut.
Product Code
with
with
Pipe
Hanger Nut Standard Nut Bore
Nuts
Tapped
Dimensions
A
B
C
mm mm mm
22
75
58
Product Code
with
with
Pipe
Hanger Nut Standard Nut Bore
SH025N
SH025
25
Hole Ø
Y
mm
M8 or M10
11
Nuts
Tapped
Hole Ø
Y
mm
M8 or M10
11
Dimensions
A
B
C
mm mm mm
22 159 114
SH080N
SH080
80
SH032N
SH032
32
M8 or M10
11
22
86
64
SH100N
SH100
100 M8 or M10
11
22
219
161
SH040N
SH040
40
M8 or M10
11
22
99
74
SH125N
SH125
125
M12
13
27
247
177
SH050N
SH050
50
M8 or M10
11
22
116
85
SH150N
SH150
150
M12
13
27
284
200
SH065N
SH065
65
M8 or M10
11
22
135
97
SH200N
SH200
200
M16
18
24
373
261
Order example: SH025N with M10 hanger nut
Type HW/HC
hot dip galvanised
X
Z
R
W1 L
W2
Y
10°
Hemispherical Cup
For vertical suspension on angled surface of up to 10° swing either side of
the vertical. The hemispherical washer (HW) can be used without the cup.
Loads are subject to applications, please contact Lindapter.
Product Code
Hemispherical Cup
mm
X
W1
mm
mm
Hemispherical Cup
Y
W2
mm
mm
Dimensions
Hemispherical Washer & Cup
R
L
mm
HW06
-
19
9
-
-
-
-
HW08
-
22
10
-
-
-
-
HW10
HC10
25
12
32
12
13
14
HW12
HC12
29
12
35
12
14
16
HW16
HC16
34
16
41
16
17
19
HW20
HC20
44
19
54
19
22
24
HW24
HC24
57
25
67
25
29
32
Order example: HC10 BZP
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Support Fixings
Type Z10
4
Type Z10
Mild steel - bright zinc plated
A purlin clip to suit a large range of purlin sections. Can be used with
type SW – Swivel Unit (see page 61) for use on inclined purlins.
Purlins
Rod
Z10
Kingspan
Multibeam 2 & 3
M10
Safe Working Load1)
Tensile
kN
0.2
Z10
Metsec
M10
0.1 - 0.2
8
Z10
Zeta
M10
0.15
8
Product
Code
Tightening
Torque
Nm
8
1) All loads are subject to the strength of the purlin. Multiple fixings must not overload the purlin.
See purlin manufacturer's literature.
Installation
1.
2.
3.
Order example: Z10
Z10 with SW10
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Support Fixings
Type HCW30 / Type HCW31
4
Type HCW30
A purlin clip suitable for horizontal purlins. Can be used with type
SW-Swivel Unit (see page 61) for use on inclined purlins.
Product
Code
HCW30
Purlins
Rod
Kingspan
Multibeam 3
M10
Safe Working Load
Tensile
kN
0.2
Tightening
Torque
Nm
8
Installation
Order example: HCW30
1.
2.
Type HCW31
A universal purlin clip suitable for multiple different applications.
Product
Code
Purlin
HCW31
Kingspan Multibeam 3
Safe Working Load
Tensile
kN
0.2
Order example: HCW31
65
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Support Fixings
Type WF
4
Type WF
Mild Steel, bright zinc plated
The Webfix – WF for a quick installation directly from the web of Zed purlins.
Product
Code
Rod
WF10
M10
Safe Working Load
Max.
Tensile
Purlin Thickness
kN
mm
1.0
4
Hole
Ø
mm
18
Max. Distance X
at Angle of
10º
20º
30º
mm
mm
mm
103
94
74
Order example: WF10
Installation
Squeeze legs of WF
together and push
through hole until it
snaps into place.
1.
Assemble with nut and ensure
full thread capture.
2.
Hole position for angled purlins
X
1.
66
X
Canted Purlins: As the angle
of backwards cant increases,
the maximum allowable
distance X (hole centre to
bottom edge of purlin) must
decrease.
Inclined Purlin: The WF
adjusts to whatever angle is
required. Hole position is not
a limiting factor on product
installation.
2.
1/11/11
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Page 67
Support Fixings
Type F3
SF001
Type WF
SF002
Type HCW31
4
Type FLS
SF003
Type HCW30
Type Z10
Type SH
Type SH
SF004
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Page 68
Floor Fixings
5
Floor Fixings
Lindapter applied their connection concept to steel flooring and
invented a range of innovative products making it possible to install
checker plate or open bar grating without on-site drilling or welding,
for a fast, low cost operation. Access to the underside of the flooring
is not required, eliminating the need for costly scaffolding or elevated
work platforms. Installation can be carried out quickly and safely from
above, often by one person, significantly reducing installation costs.
Both the Floorfast® & Grate-Fast® carry the Lloyd’s Register Type
Approval in respect of their resistance to shock and vibration.
Hot working is not required, creating particular benefits in hazardous
environments such as petrochemical and processing industries,
while a rapid and cost efficient installation is beneficial in any industry.
68
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Floor Fixings
Type FF - Floorfast®
5
Malleable iron, Stainless Steel Grade 316,
Unique stepped
clamping face
Socket
setscrew
90º
D
20
2
t
t1
d
Z
60
A - Nominal Clearance
The product consists of a malleable iron body casting
with a countersunk socket screw. The eccentric stepped
web of the casting allows it to lock under the steel,
providing full face contact when torque is applied. For
thicker flanges, packing pieces can be supplied. Lloyd’s
Register Type Approval for vibration resistance.
½ Flange Width
13
Ferrule
Position of hole centres:
½ flange width - ½ A + 13mm
Countersunk
Product
Code
Bolt1)
Z
Floorplate
Thickness
t
mm
Flange
Thickness
mm
Countersunk Ø for Bolt
BZP
HDG
D
mm
Hole Ø
d
mm
Countersunk Depth for Bolt Tightening
BZP
HDG
Torque
t1
mm
Nm
Hexagon
Key
mm
FF08
M8
4.5 - 12
3 - 15
9
17
-
4
-
11
FF10
M10
5 - 12
3 - 15
11
21
19
5
4
22
5
6
FF12
M12
6 - 12
3 - 15
13.5
25
23
5.8
4.8
22
8
1) In hot dip galvanised (M10 and M12) a slotted countersunk screw is supplied.
Order example: FF12 HDG
Installation
1.
2.
1. Hot-dip galvanised M10 and M12 versions are supplied
with a slotted countersunk screw.
2. Align castings with straight edge parallel
to the edge of the plate and hand tighten.
3. Lay floorplate into position
4. Using a hexagon key release the countersunk screw
one full turn.
5. Tighten down the countersunk socket screw.
3.
4.
5.
Removal
Using a hexagon key, give the Type FF one full anticlockwise turn to release connection from the flange.
69
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Floor Fixings
Type GF - Grate-Fast®
5
Type GF - Grate-Fast®
Body: Malleable iron, mechanical galvanised, hot dip galvanised
Top Hat: Mild Steel, mechanical galvanised, hot dip galvanised
GF10HDG
Hex Head Screw
Top Hat Bracket
Cast Body
T
Z
GF08 / GF10HDG
A grating connection for rectangular open bar gratings, with superior
clamping force from the cast body.
GF210HDG
W
W
GF08 with stainless steel top-hat bracket for GRP grating.
GF10HDG hot dip galvanised for corrosion resistance.
GF210HDG for use with 30mm width floor grating bars only.
Lloyd’s Register Type Approval for vibration resistance.
D
D
min X
max X
Product
Code
GF081)
GF10HDG2)
GF210HDG
Bolt
Z
Flange
T
mm
3 - 19
3 - 19
3 - 19
M8
M10
M10
Grating Bar
Depth
D
mm
22 - 38
20 - 50
19 - 40
Grating Bar
Width
W
mm
5 - 10
3-7
3 - 6.5
Bar
Distance
X
mm
19 - 48
25 - 45
30
X
Tightening
Torque
Across
Flats
Nm
5
11
11
mm
6
10
10
1) Supplied with socket head cap screw.
2) Supplied with hex head screw.
Order example: GF08.
Installation
1. Position pre-assembled Grate-Fast® with body
between grating bars and nose pointing towards the
steelwork. The arrows on the top hat bracket should
also be pointing towards supporting steelwork and
bracket itself resting on the bearing bars.
2. Slide Grate-Fast® towards steelwork until nose fits
under the beam flange. Where necessary adjust
body/screw to approximate flange thickness/grating
depth.
1.
2.
3.
3. Tighten screw; the Grate-Fast® body will
automatically rotate until it locks under the bearing
bar, with the nose under the flange. Continue
tightening to the recommended torque.
Note: For GF08 tighten the socket head cap screw with a 6mm hexagon key.
For GF10HDG and GF210HDG tighten the hex head screw using a 3/8" (10mm) socket drive torque wrench.
70
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Floor Fixings
Type GF3030
5
Type GF3030
Spring Steel, Sheraplex
A grating clamp for instant installation requiring no tools.
Product
Code
Grating Bar
Depth
mm
Grating
Size
mm
Clamping Force at selected Flanges
Clamping Flange Thickness Clamping Thickness Clamping Force / 1 Clamp
mm
mm
N
GF3030
30
30 x 30
8
38
340
GF3030
30
30 x 30
13
43
530
GF3030
30
30 x 30
18
48
680
Order example: GF3030
Installation
1.
2.
3.
1. Position the fixing with the grating bar located between the two tabs on the upper profile, facing towards the supporting steelwork.
2. Apply a downward force to the fixing, so that the lower leg passes through the grating.
3. Apply a downward force to the top of the fixing. The fixing then snaps in to place. If the lower profile contacts the steelwork web,
the GF3030 will automatically relocate itself.
Removal
Using a screwdriver or lever, raise the back of the GF3030 into position shown in diagram 2.
Place the lever between the steelwork and lower leg of the fixing and prise GF3030 away from steelwork.
Deformed or damaged clamps cannot be re-used.
71
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Page 72
Appendix
Section Details
6
Advance® UKB®
Dimensions: BS4-1:2005
B
D
T
Designation
Serial Size
Mass
kg/m
D
mm
B
mm
T
mm
1016 x 305 x 487
437
393
349
314
272
249
222
914 x 419 x 388
343
914 x 305 x 289
253
224
201
838 x 292 x 226
194
176
762 x 267 x 197
173
147
134
686 x 254 x 170
152
140
125
610 x 305 x 238
179
149
610 x 229 x 140
125
113
101
610 x 178 x 100
92
82
533 x 312 x 273
219
182
151
533 x 210 x 138
122
109
101
92
82
533 x 165 x 85
75
66
486.7
437.0
392.7
349.4
314.3
272.3
248.7
222.0
388.0
343.3
289.1
253.4
224.2
200.9
226.5
193.8
175.9
196.8
173.0
146.9
133.9
170.2
152.4
140.1
125.2
238.1
179.0
149.2
139.9
125.1
113.0
101.2
100.3
92.2
81.8
273.3
218.8
181.5
150.6
138.3
122.0
109.0
101.0
92.1
82.2
84.8
74.7
65.7
1036.3
1026.1
1015.9
1008.1
999.9
990.1
980.1
970.3
921.0
911.8
926.6
918.4
910.4
903.0
850.9
840.7
834.9
769.8
762.2
754.0
750.0
692.9
687.5
683.5
677.9
635.8
620.2
612.4
617.2
612.2
607.6
602.6
607.4
603.0
598.6
577.1
560.3
550.7
542.5
549.1
544.5
539.5
536.7
533.1
528.3
534.9
529.1
524.7
308.5
305.4
303.0
302.0
300.0
300.0
300.0
300.0
420.5
418.5
307.7
305.5
304.1
303.3
293.8
292.4
291.7
268.0
266.7
265.2
264.4
255.8
254.5
253.7
253.0
311.4
307.1
304.8
230.2
229.0
228.2
227.6
179.2
178.8
177.9
320.2
317.4
314.5
312.0
213.9
211.9
210.8
210.0
209.3
208.8
166.5
165.9
165.1
54.1
49.0
43.9
40.0
35.9
31.0
26.0
21.1
36.6
32.0
32.0
27.9
23.9
20.2
26.8
21.7
18.8
25.4
21.6
17.5
15.5
23.7
21.0
19.0
16.2
31.4
23.6
19.7
22.1
19.6
17.3
14.8
17.2
15.0
12.8
37.6
29.2
24.4
20.3
23.6
21.3
18.8
17.4
15.6
13.2
16.5
13.6
11.4
Designation
Serial Size
457 x 191 x 161
133
106
98
89
82
74
67
457 x 152 x 82
74
67
60
52
406 x 178 x 85
74
67
60
54
406 x 140 x 53
46
39
356 x 171 x 67
57
51
45
356 x 127 x 39
33
305 x 165 x 54
46
40
305 x 127 x 48
42
37
305 x 102 x 33
28
25
254 x 146 x 43
37
31
254 x 102 x 28
25
22
203 x 133 x 30
25
203 x 102 x 23
178 x 102 x 19
152 x 89 x 16
127 x 76 x 13
Mass
kg/m
D
mm
B
mm
T
mm
161.4
133.3
105.8
98.3
89.3
82.0
74.3
67.1
82.1
74.2
67.2
59.8
52.3
85.3
74.2
67.1
60.1
54.1
53.3
46.0
39.0
67.1
57.0
51.0
45.0
39.1
33.1
54.0
46.1
40.3
48.1
41.9
37.0
32.8
28.2
24.8
43.0
37.0
31.1
28.3
25.2
22.0
30.0
25.1
23.1
19.0
16.0
13.0
492.0
480.6
469.2
467.2
463.4
460.0
457.0
453.4
465.8
462.0
458.0
454.6
449.8
417.2
412.8
409.4
406.4
402.6
406.6
403.2
398.0
363.4
358.0
355.0
351.4
353.4
349.0
310.4
306.6
303.4
311.0
307.2
304.4
312.7
308.7
305.1
259.6
256.0
251.4
260.4
257.2
254.0
206.8
203.2
203.2
177.8
152.4
127.0
199.4
196.7
194.0
192.8
191.9
191.3
190.4
189.9
155.3
154.4
153.8
152.9
152.4
181.9
179.5
178.8
177.9
177.7
143.3
142.2
141.8
173.2
172.2
171.5
171.1
126.0
125.4
166.9
165.7
165.0
125.3
124.3
123.4
102.4
101.8
101.6
147.3
146.4
146.1
102.2
101.9
101.6
133.9
133.2
101.8
101.2
88.7
76.0
32.0
26.3
20.6
19.6
17.7
16.0
14.5
12.7
18.9
17.0
15.0
13.3
10.9
18.2
16.0
14.3
12.8
10.9
12.9
11.2
8.6
15.7
13.0
11.5
9.7
10.7
8.5
13.7
11.8
10.2
14.0
12.1
10.7
10.8
8.8
7.0
12.7
10.9
8.6
10.0
8.4
6.8
9.6
7.8
9.3
7.9
7.7
7.6
Permission to reproduce extracts from BS4-1:2005 is granted by BSI.
British Standards can be obtained in PDF or hard copy formats from the BSI online shop: www.bsigroup.com/shop
or by contacting BSI Customer Services for hard copies only:
Tel: +44 (0) 20 8996 9001, email: [email protected]
72
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Appendix
Section Details
6
Advance® UKPFC®
Designation
Serial Size
430 x 100 x 64
380 x 100 x 54
300 x 100 x 46
300 x 90 x 41
260 x 90 x 35
260 x 75 x 28
230 x 90 x 32
230 x 75 x 26
200 x 90 x 30
200 x 75 x 23
180 x 90 x 26
180 x 75 x 20
150 x 90 x 24
150 x 75 x 18
125 x 65 x 15
100 x 50 x 10
Mass
kg/m
D
mm
B
mm
T
mm
64.4
54.0
45.5
41.4
34.8
27.6
32.2
25.7
29.7
23.4
26.1
20.3
23.9
17.9
14.8
10.2
430.0
380.0
300.0
300.0
260.0
260.0
230.0
230.0
200.0
200.0
180.0
180.0
150.0
150.0
125.0
100.0
100.0
100.0
100.0
90.0
90.0
75.0
90.0
75.0
90.0
75.0
90.0
75.0
90.0
75.0
65.0
50.0
19.0
17.5
16.5
15.5
14.0
12.0
14.0
12.5
14.0
12.5
12.5
10.5
12.0
10.0
9.5
8.5
Mass
kg/m
D
mm
B
mm
T
mm
633.9
551.0
467.0
393.0
339.9
287.1
235.1
201.9
177.0
152.9
129.0
282.9
240.0
198.1
158.1
136.9
117.9
96.9
167.1
132.0
107.1
88.9
73.1
127.5
133.5
99.6
86.1
71.0
60.0
52.0
46.1
51.2
44.0
37.0
30.0
23.0
474.6
455.6
436.6
419.0
406.4
393.6
381.0
374.6
368.2
362.0
355.6
365.3
352.5
339.9
327.1
320.5
314.5
307.9
289.1
276.3
266.7
260.3
254.1
241.4
235.0
228.6
222.2
215.8
209.6
206.2
203.2
170.2
166.0
161.8
157.6
152.4
424.0
418.5
412.2
407.0
403.0
399.0
394.8
374.7
372.6
370.5
368.6
322.2
318.4
314.5
311.2
309.2
307.4
305.3
265.2
261.3
258.8
256.3
254.6
213.9
212.1
210.3
209.1
206.4
205.8
204.3
203.6
157.4
155.9
154.4
152.9
152.2
77.0
67.5
58.0
49.2
42.9
36.5
30.2
27.0
23.8
20.7
17.5
44.1
37.7
31.4
25.0
21.7
18.7
15.4
31.7
25.3
20.5
17.3
14.2
30.1
26.9
23.7
20.5
17.3
14.2
12.5
11.0
15.7
13.6
11.5
9.4
6.8
B
D
T
Advance® UKC®
Designation
Serial Size
356 x 406 x 634
551
467
393
340
287
235
356 x 368 x 202
177
153
129
305 x 305 x 283
240
198
158
137
118
97
254 x 254 x 167
132
107
89
73
203 x 203 x 127
113
100
86
71
60
52
46
152x 152 x 51
44
37
30
23
B
D
T
Use of the Advance® name and range of sections
by kind permission of Tata Steel.
Note: Advance, UKB, UKPFC, UKC and ComFlor
are registered trademarks of Tata Steel
73
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Appendix
Projects
6
Steelwork Fixings
Project:
St Pancras Station, London
Country:
UK
Product:
Type AF
Application: The connection of a new roof to the existing
structure.
Cavity Fixings
Project:
HafenCity, Hamburg
Country:
Germany
Product:
Type HB - Hollo-Bolt® Flush Fit
Application: Connecting the hollow section glazing
support frame.
Decking Fixings
Project:
Canary Wharf, London
Country:
UK
Product:
Application: The suspension of building services from
composite decking.
Support Fixings
Project:
Manhattan Bridge, New York City
Country:
USA
Product:
Type F3
Application: Pipe support.
Floor Fixings
Project:
Docklands Light Railway, London
Country:
UK
Product:
Application: Securing a maintenance walkway.
74
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Page 75
Appendix
Projects
6
The Type AF was specified to secure the
steel framework of a new roof to the
existing structure of the grade 1 listed
William Barlow shed at St Pancras Station.
In the most crucial part of the
refurbishment, Lindapter’s high strength
clamps avoided drilling or welding,
therefore removing the risk of damaging
the historic Victorian arches.
In this structural steelwork application, the
Hollo-Bolt® Flush Fit allowed the glass roof
and frontage of the Germanischer Lloyd
headquarters to be constructed without
the fixings being visible, ensuring the
construction remained true to GMP’s
competition winning architectural design.
The Type AW – Alphawedge, like most
Lindapter Composite Decking Fixings,
attaches to the dovetail shaped re-entrant
channel of steel decking profiles. In this project,
pipework, ventilation and lighting systems were
suspended from structural steel. Lindapter has
a range of fixings compatible with all major
decking manufacturers including CMF®, Tata
Steel®, Kingspan®, SMD® and Richard Lees®.
Lindapter Support Fixings are often
specified for securing pipework due to the
ease of installation and high adjustability. In
this case, the Type F3 was used to
connect a 100mm pipe, carrying fibre optic
cable for high-speed internet. No drilling,
welding or power was required, simplifying
the installation across the 450m span of
the iconic Manhattan Bridge.
The Type FF - Floorfast® contributed to the
fast installation of the chequer plate flooring,
used to construct maintenance walkways
alongside the track of the Docklands Light
Railway. Another advantage Lindapter
brought to this project is that the fixings are
removable, allowing easy maintenance
access to signaling and power cables running
below the floor plate.
75
1/11/11
11:58
Page 1
Lindsay House
Brackenbeck Road
Bradford
West Yorkshire
BD7 2NF
England
www.lindapter.com
LindUKOct11
T: +44 (0) 1274 521444
F: +44 (0) 1274 521130
E: [email protected]
[email protected]

Lindapter Catalogue

Transcription

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