Superfloor - Sluisveld

Transcription

Superfloor
88
Content
1
2
Introduction and application .......................................................................................................................2
Benefits ..........................................................................................................................................................2
3
Characteristics of Superfloor 88 .................................................................................................................3
3.1
3.2
3.3
3.4
3.5
4
4.1
4.2
4.3
4.4
5
5.1
5.2
6
6.1
6.2
6.3
7
Safe work floor...........................................................................................................................................3
Strong duo .................................................................................................................................................3
Field reinforcement partially or completely unnecessary .........................................................................3
Large spans possible ..................................................................................................................................3
Material specifications ..............................................................................................................................3
Characteristics finished floor ......................................................................................................................4
Floor weight and concrete volume finished floor .....................................................................................4
Fire-resistance ...........................................................................................................................................4
Acoustic capability .....................................................................................................................................4
Mechanical properties ...............................................................................................................................4
Transport and storage..................................................................................................................................4
Cost-efficient transport .............................................................................................................................4
Advice transport and storage on location .................................................................................................4
Suitable for different floor types .................................................................................................................5
Floor types .................................................................................................................................................5
Practical examples for design (see also chapter 9 Specification text).......................................................5
Connection with a metal support structure ..............................................................................................5
Load tables ....................................................................................................................................................6
7.1
Principles calculation method ...................................................................................................................6
7.1.1
Span ...................................................................................................................................................6
7.1.2
Concrete quality ................................................................................................................................6
7.1.3
Temporary propping ..........................................................................................................................6
7.1.4
Load capacity .....................................................................................................................................6
7.1.5
Upper reinforcement .........................................................................................................................6
7.2
Calculation examples .................................................................................................................................6
8
Processing during construction ...............................................................................................................13
8.1
Installation of the sheets .........................................................................................................................13
8.1.1
Fixing sheet / end bearing ...............................................................................................................13
8.1.2
Fixing longitudinal seams.................................................................................................................13
8.1.3
Butt joined placed sheets ................................................................................................................13
8.1.4
End closures .....................................................................................................................................13
8.2
Forming holes ..........................................................................................................................................13
8.3
Suspension systems for ceiling and pipes ...............................................................................................14
8.4
Reinforcement .........................................................................................................................................14
8.5
Advice before and during pouring ...........................................................................................................14
8.6
Use of temporary supports......................................................................................................................14
9
Specification text ........................................................................................................................................15
Solid alternative for concrete floors
1
Superfloor
88
1 Introduction and application
The Superfloor 88, a trapezoidal profiled galvanized steel sheet, is the ideal replacement for concrete floors. All
important characteristics of steel and concrete are merged into one whole and used for load-bearing floors.
Furthermore, large spans are possible and openings are easy to apply during construction. In addition, after
installation of the Superfloor 88 the floor can immediately be used as a work floor. The Superfloor 88 is applicable to
any type of floor, in some situations may be a temporary propping necessary during construction phase. The high
profiled steel sheets lead to a highly flexible system and low weight.
Also, suspension systems for pipes and ceilings are easy to install. And above all, the Superfloor 88 is quick and easy
to assemble. The Superfloor 88 can be used in two ways. By mounting the metal sheets the other way round, for
example, heavier reinforcement could be used.
The design offers a wide range of applications. Superfloor 88 is the alternative for floors in car parks till residential
houses. For example the placement of a floor in an existing building, but also for the realization of parking roofs
provides the Superfloor 88 a solution. Of course meets the design in most situations without additional fire-resistant
applications to the fire resistance requirements according the Dutch standards. In short, the Superfloor 88 permit
savings, thanks to a quick assembly and the lower floor weight compared to other systems.
In this global manual you can find the possible applications, advantages, characteristics of the steel sheets and
finished floor, standard specification definition, storage and processing advice. Furthermore, there are examples of
calculations including the permitted variable load. For detailed advice, tailored to your design, please contact our
technical advisors.
Applicable in different sectors, such as:






Industrial buildings
Office buildings
Storage
Parking decks and garages
Hospitals
Residential houses
2 Benefits
The great advantage of the Superfloor 88 are the enormous time savings. The steel profiled sheets are rapidly and
easy to install, furthermore the assembly is not weather sensitive and are conduits and pipes easy to mount. Precisely
these and below mentioned product benefits makes that the Superfloor 88 can bring interesting savings on the total
construction costs.

Competitive with comparable systems.

Short delivery time.

Economical to transport inlands and overseas.

The plates will be delivered in bundles, in advance tailor made lengths.

Suitable for every type of floor, in some situations with temporary propping.

Quick and easy assembly without additional crane costs.

After installation suitable work floor.
2
Superfloor

Continuing of works on underlying floor, when propped.

Lower floor weight is less demanding on the support structure and the foundation(s) and saves on the
total construction costs.

Openings can be determined and applied in situ. This reduces the construction costs and saves time.

Without additional amenities thirty minutes fire resistant.

Adequate soundproofing.

Large spans possible.

Standard accessories, such as end seals are available.

Superfloor 88 can be used on both sides, making heavier reinforcement possible.

Integrated pipelines and ceilings easy to install with existing asseccories.

Execution: Sendzimir galvanized steel.
88
3 Characteristics of Superfloor 88
3.1
Safe work floor
The Superfloor 88 is after installation directly suitable as a safe work floor. Furthermore, the floor provides protection
against all kinds of weather for people who work underneath.
3.2
Strong duo
When using the Superfloor 88, all important characteristics of steel and concrete are merged into one whole and used
for flooring. It is a profiled steel sheet which is used in the first phase as a permanent shuttering, capable of loads,
such as weight of fresh concrete and mounting loads to bear.
3.3
Field reinforcement partially or completely unnecessary
After curing of the concrete, the profiled steel sheets and the concrete are one constructive whole. By merging these
products and (if applicable) reinforcement steel, one bearing structure will occur.
3.4
Large spans possible
Large spans are possible, depending on the floor thickness and the additional reinforcement. If, for example, during
construction temporary support can be placed, spans of 8 to 9 meters are possible.
3.5
Material specifications
Nominal sheet thickness (including zinc coating):
:
Profile height
:
Working sheet width
:
Total sheet width
:
Execution
0,75 and 1,00 mm
88 mm
618 mm
+/- 652 mm (may vary slightly)
Sendzimir galvanized steel (S280GD Z275)
3
Superfloor
88
4 Characteristics finished floor
Safety and reliability. Important concepts, which the Superfloor 88 meets. A fire-resistance of 30 minutes without
additional amenities. Superfloor 88 meets the requirements of the loads and the deformations of the TGB 1990-NEN
6702, the requirements of the NVN-ENV 1994 (Euro code 4 dated January 1998) and the RSBV 1990.
4.1
Floor weight and concrete volume finished floor
The own weight and concrete volume of the floor is:
Slab
depth
(mm)
Concrete
volume
m³/m²
Total weight
kg/m²
sheet 0,75mm
Total weight
kg/m²
sheet 1,00mm
Slab
depth
(mm)
Concrete
volume
m³/m²
Total weight
kg/m²
sheet 0,75mm
Total weight
kg/m²
sheet 1,00mm
150
160
170
180
190
200
0,092
0,102
0,112
0,122
0,132
0,142
240
265
290
315
340
365
244
269
294
319
344
369
210
220
230
240
250
0,152
0,162
0,172
0,182
0,192
390
415
440
465
490
394
419
444
469
494
The weight of the finished floor meets concrete requirement B25
4.2
Fire-resistance
The great advantage of the Superfloor 88 is its own fire-resistance of 30 minutes without additional amenities. If a
higher fire- resistance is required than this can be solved by a fire-resistance coating (at the bottom), additional
reinforcement or a fire- resistant ceiling. By adding, for example, additional reinforcement a higher fire-resistance will
be achieved. On request, fire load tables per floor type will be provided.
4.3
Acoustic capability
The finished floor has an acoustic capability that is proportional to the mass and provides an adequate soundproofing.
The properties are similar to those of a flat floor with a thickness equal to the average thickness of a composite slab.
4.4
Mechanical properties
The final product strength is according to the calculations of the engineer. After curing the deflection meets the TGB
1990. On request by floor type load tables will be provided. See also Chapter 7 Load tables, calculation examples
section.
5 Transport and storage
5.1
Cost-efficient transport
The Superfloor 88 also offers great advantages during
transport. The elements easily fit together and therefore costeffective to transport, because they take up less valuable
space.
5.2
Advice transport and storage on location

Protect against rain and contamination.

Dry transport and storage.

Ensure there is sufficient ventilation to avoid condensation.

Store packs clear of the ground and with a fall of 2°.

Stack the wooden packing crates on top of each other.

Superfloor 88 up to 7 meters can be lifted by fork lift trucks.

Superfloor 88 longer than 7 meters should be lifted by
crane, with wide woven webbing slings (7cm) that grab
around the wooden packing crates.
4
Superfloor
88
6 Suitable for different floor types
6.1
Floor types
Superfloor 88 can adapt well to different floor types with various supports. So the floor is easy to install on the
following surfaces:

steel beams

brickwork

precast concrete beams

hat beams

reinforced strips
6.2
Practical examples for design (see also chapter 9 Specification text)
min 50
min 70
overlap = 20 mm
min 50
min 100
6.3
Connection with a metal support structure
In order to ensure the connection between the steel structure and the concrete, shear studs can be used. This has
the advantage that realization of dual beams is possible and it allows optimization of the steel structure. For this you
can use two types of shear studs, namely: the welded shear stud and the powder actuated, direct fixed shear stud.
Shear stud
The Superfloor 88 should be in perfect contact with the steel beam. The upper flange of the beam
should be unpainted, dry and clean at the location of the welded shear stud. The maximum spacing of
the studs in the longitudinal direction depends upon the design
Shear connector
The Superfloor 88 should be in perfect contact with the steel beam. Place the shear studs flat on the
steel sheet and fix with two nails The maximum spacing of the studs in the longitudinal direction
depends upon the design
5
Superfloor
88
7 Load tables
The load tables indicate the maximum variable load that can be incorporated. The weight of the composite floor slab
is already deducted. The total applied load referred to in the load tables is a working load
7.1
Principles calculation method
7.1.1
Span
The indicated spans are center-to-center distances of the underlying beams. There is a span of up to 8500mm
possible. Larger spans are not excluded, the floor thickness will then be increased. Please consult our technical
advisors.
7.1.2
Concrete quality
Starting from a minimum concrete quality B25.
7.1.3
Temporary propping
The load tables indicate when temporary propping is required. The propping should remain for at least 14 days.
7.1.4
Load capacity
In the variable load tables, the own weight of the composite floor is taken into account. For additional loads consult
our technical advisors.
7.1.5
Upper reinforcement
The upper reinforcement should be calculated for each situation.
7.2
Calculation examples
In the load tables that follow the permitted variable load on the finished floor in relation to the following appears: the
static system (1,2 or 3 fields), floor thickness and free span. Usually the span and the load are a fixed value, resulting
from the design. In the tables the appropriate structure can be chosen. Accordingly, the thickness and applicable
reinforcement. By choosing an element having more reinforcement, the floor thickness can be reduced. The tables
are suitable for the most common floor thicknesses. Of course, other thicknesses, spans and variable loads are
possible. Please consult our technical advisors
6
Superfloor
Materials
Steel grade: S280
Concrete grade: B25
Requirements
NVN-ENV 1994 (Eurocode 4 d.d. January 1998)
TGB 1990 – NEN 6702 Safety Class 3
RSBV 1990
Single span
Single span
Maximum permissible loads [kN/m²]
Sheet thickness 0,75 mm
Length
[m]¯
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
Slab depth [mm]
140
160
180
200
220
240
Length
[m]¯
14,70
13,20
11,20
9,40
7,90
6,70
5,80
5,00
4,30
3,75
3,25
2,80
2,45
2,13
1,83
1,43
1,10
0,83
16,40
14,80
13,30
11,50
9,70
8,30
7,10
6,10
5,30
4,60
4,00
3,45
3,00
2,60
2,25
1,95
1,68
1,43
1,20
1,00
18,00
16,20
14,60
13,30
11,50
9,80
8,40
7,20
6,30
5,40
4,70
4,10
3,55
3,10
2,65
2,30
2,00
1,70
1,43
1,20
0,99
19,70
17,60
15,90
14,50
13,20
11,40
9,70
8,40
7,20
6,30
5,45
4,70
4,10
3,55
3,10
2,65
2,30
1,95
1,65
1,35
1,12
0,90
21,30
19,00
17,20
15,60
14,30
12,90
11,00
9,50
8,20
7,15
6,20
5,35
4,65
4,05
3,50
3,00
2,60
2,20
1,85
1,55
1,25
1,00
22,60
20,20
18,20
16,60
15,20
14,00
12,40
10,60
9,20
8,00
6,90
6,00
5,20
4,50
3,90
3,40
2,90
2,45
2,10
1,75
1,40
1,15
0,85
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
↑
1x propping required
Slab depth [mm]
140
160
180
200
220
240
15,40
13,90
12,50
11,40
9,70
8,30
7,10
6,10
5,30
4,60
4,00
3,50
3,05
2,65
2,30
2,00
1,75
1,50
1,25
0,97
18,40
16,60
15,10
13,80
12,00
10,20
8,70
7,50
6,50
5,65
4,90
4,30
3,75
3,25
2,85
2,45
2,15
1,85
1,57
1,35
1,13
0,93
20,20
18,00
16,40
15,00
13,70
12,10
10,30
8,90
7,70
6,70
5,80
5,10
4,40
3,85
3,35
2,90
2,55
2,20
1,85
1,60
1,35
1,10
0,90
21,80
19,40
17,60
16,00
14,70
13,60
12,00
10,30
8,90
7,80
6,70
5,90
5,10
4,50
3,90
3,40
2,90
2,50
2,15
1,85
1,55
1,27
1,02
23,20
20,80
18,80
17,10
15,70
14,40
13,30
11,80
10,10
8,80
7,70
6,70
5,80
5,10
4,40
3,85
3,30
2,85
2,45
2,10
1,75
1,45
1,15
24,50
22,00
19,90
18,20
16,60
15,30
14,10
13,00
11,30
9,80
8,60
7,50
6,50
5,70
4,90
4,30
3,70
3,20
2,75
2,30
1,95
1,60
1,30
↑
No propping required
↑
88
↑
↑
↑
Note: for the application of the above situations, is a calculation of the reinforcement above the supporting points
necessary.
7
Superfloor
Materials
Steel grade: S280
Concrete grade: B25
Requirements
RSBV 1990
Double span
Double span
Slab depth [mm]
Slab depth [mm]
Length
[m]¯
140
160
180
200
220
240
Length
[m]¯
140
160
180
200
220
240
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
11,50
10,30
9,30
8,40
7,70
7,10
6,55
6,10
5,65
5,25
4,90
4,60
4,10
3,70
3,35
3,00
2,70
2,45
2,15
1,83
1,55
1,30
1,06
12,80
11,40
10,30
9,30
8,50
7,80
7,20
6,70
6,20
5,80
5,40
5,00
4,70
4,40
4,10
3,70
3,35
3,00
2,73
2,45
2,23
2,00
1,83
14,00
12,60
11,30
10,20
9,30
8,50
7,90
7,30
6,70
6,25
5,80
5,40
5,10
4,75
4,45
4,15
3,90
3,55
3,23
2,90
2,65
2,40
2,15
15,20
13,60
12,30
11,10
10,10
9,20
8,50
7,80
7,20
6,70
6,20
5,80
5,40
5,05
4,70
4,45
4,15
3,90
3,65
3,35
3,05
2,75
2,50
16,30
14,60
13,10
11,90
10,80
9,90
9,00
8,30
7,70
7,10
6,60
6,15
5,75
5,35
4,95
4,65
4,35
4,10
3,80
3,55
3,35
3,15
2,85
17,40
15,50
13,90
12,70
11,50
10,50
9,60
8,80
8,10
7,50
7,00
6,50
6,00
5,60
5,20
4,85
4,55
4,25
3,95
3,70
3,50
3,25
3,00
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
12,00
10,80
9,80
8,90
8,10
7,50
6,90
6,40
5,95
5,55
5,20
4,90
4,55
4,30
3,95
3,55
3,20
2,90
2,63
2,37
2,15
1,95
1,75
14,50
13,00
11,70
10,60
9,70
8,90
8,30
7,65
7,10
6,65
6,20
5,80
5,45
5,15
4,85
4,40
3,95
3,55
3,20
2,90
2,65
2,37
2,15
15,60
14,00
12,60
11,50
10,50
9,60
8,90
8,20
7,60
7,10
6,65
6,20
5,80
5,45
5,10
4,80
4,55
4,20
3,80
3,45
3,10
2,80
2,55
16,80
15,00
13,60
12,30
11,30
10,30
9,50
8,80
8,10
7,50
7,00
6,60
6,15
5,70
5,40
5,05
4,75
4,45
4,25
4,00
3,60
3,25
2,95
18,00
16,00
14,50
13,10
12,00
10,90
10,00
9,30
8,60
8,00
7,40
6,90
6,40
6,00
5,65
5,25
4,95
4,65
4,35
4,10
3,85
3,65
3,35
19,00
17,00
15,30
13,80
12,60
11,50
10,60
9,80
9,00
8,30
7,70
7,20
6,70
6,30
5,90
5,50
5,10
4,80
4,50
4,20
3,95
3,70
3,50
↑
↑
↑
88
↑
↑
↑
necessary.
8
Superfloor
Materials
Steel grade: S280
Concrete grade: B25
Requirements
RSBV 1990
Triple span
Triple span
Slab depth [mm]
Slab depth [mm]
Length
[m]¯
140
160
180
200
220
240
Length
[m]¯
140
160
180
200
220
240
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
12,40
11,20
10,10
9,20
8,50
7,80
7,20
6,70
6,25
5,75
5,10
4,50
4,05
3,60
3,25
2,90
2,60
2,35
2,00
1,70
1,40
1,15
0,92
13,80
12,40
11,20
10,20
9,40
8,60
8,00
7,40
6,90
6,45
6,00
5,55
4,95
4,40
3,95
3,55
3,20
2,85
2,55
2,30
2,05
1,85
1,65
15,20
13,60
12,30
11,20
10,20
9,40
8,70
8,00
7,50
7,00
6,50
6,10
5,70
5,25
4,70
4,20
3,80
3,40
3,05
2,73
2,45
2,20
1,95
16,50
14,80
13,40
12,10
11,00
10,10
9,30
8,60
8,00
7,50
7,00
6,50
6,10
5,75
5,40
4,90
4,35
3,90
3,50
3,15
2,80
2,50
2,25
17,70
15,80
14,30
13,00
11,90
10,90
10,00
9,20
8,60
8,00
7,40
6,90
6,50
6,10
5,70
5,40
4,95
4,45
4,00
3,60
3,20
2,85
2,55
19,00
17,00
15,20
13,80
12,60
11,50
10,60
9,80
9,10
8,40
7,80
7,30
6,80
6,40
6,00
5,60
5,30
4,95
4,45
4,00
3,60
3,20
2,85
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
12,80
11,50
10,40
9,50
8,70
8,00
7,40
6,90
6,40
6,00
5,60
5,30
4,85
4,30
3,85
3,45
3,10
2,80
2,50
2,25
2,00
1,80
1,60
15,50
13,90
12,50
11,40
10,50
9,65
9,00
8,30
7,75
7,25
6,80
6,35
5,95
5,30
4,75
4,25
3,80
3,40
3,05
2,75
2,45
2,20
1,97
17,00
15,20
13,80
12,50
11,50
10,60
9,80
9,10
8,50
7,90
7,40
6,90
6,50
6,10
5,60
5,05
4,55
4,05
3,65
3,25
2,95
2,60
2,35
18,30
16,30
14,80
13,50
12,30
11,40
10,50
9,65
9,00
8,40
7,85
7,35
6,90
6,50
6,10
5,75
5,25
4,70
4,20
3,75
3,40
3,05
2,70
19,50
17,50
15,80
14,40
13,10
12,00
11,10
10,30
9,50
8,90
8,30
7,80
7,30
6,80
6,40
6,05
5,70
5,30
4,80
4,30
3,85
3,45
3,10
20,60
18,40
16,60
15,20
13,80
12,70
11,70
10,80
10,00
9,30
8,70
8,10
7,60
7,10
6,70
6,35
5,95
5,60
5,30
4,80
4,30
3,85
3,45
↑
↑
↑
88
↑
↑
↑
necessary.
9
Superfloor
Materials
Steel grade: S280
Concrete grade: B25
Requirements
RSBV 1990
Single span with rebar Ø 10 mm in every trough
Single span with rebar Ø 10 mm in every trough
Length
[m]¯
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
Slab depth [mm]
140
160
180
200
220
240
Length
[m]¯
14,70
13,20
12,00
10,90
10,00
9,20
8,60
8,00
7,40
7,00
5,85
4,90
4,05
3,40
2,80
2,30
1,90
1,53
1,20
0,93
16,40
14,80
13,30
12,10
11,00
10,30
9,50
8,80
8,20
7,70
7,20
6,80
6,40
5,60
4,70
3,95
3,30
2,75
2,27
1,85
1,50
1,18
0,90
18,00
16,20
14,60
13,30
12,20
11,20
10,40
9,70
9,00
8,40
7,80
7,35
6,95
6,50
6,10
5,80
5,10
4,30
3,65
3,05
2,55
2,10
1,70
19,70
17,60
15,90
14,50
13,20
12,20
11,20
10,40
9,70
9,00
8,40
7,90
7,40
7,00
6,60
6,20
5,85
5,50
5,20
4,50
3,85
3,25
2,70
21,30
19,00
17,20
15,60
14,30
13,00
12,00
11,10
10,40
9,70
9,00
8,40
7,90
7,40
7,00
6,60
6,20
5,85
5,55
5,20
4,95
1,60
3,90
22,60
20,20
18,20
16,60
15,20
14,00
12,80
11,90
11,00
10,30
9,60
8,90
8,40
7,90
7,40
6,90
6,50
6,20
5,80
5,50
5,20
4,90
4,65
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
↑
Slab depth [mm]
140
160
180
200
220
240
15,40
13,90
12,50
11,40
10,50
9,70
9,00
8,40
7,80
7,30
6,75
6,10
5,35
4,50
3,80
3,20
2,70
2,25
1,85
1,50
1,23
0,95
18,40
16,60
15,10
13,80
12,60
11,60
10,80
10,00
9,40
8,80
8,20
7,60
6,90
6,30
5,75
5,30
4,55
3,85
3,25
2,75
2,30
1,90
1,55
20,20
18,00
16,40
15,00
13,70
12,60
11,60
10,90
10,10
9,50
8,90
8,30
7,80
7,40
6,90
6,40
5,85
5,35
4,95
4,30
3,70
3,15
2,65
21,80
19,40
17,60
16,00
14,70
13,60
12,50
11,60
10,80
10,10
9,50
8,90
8,30
7,80
7,40
7,00
6,60
6,25
5,80
5,35
4,95
4,60
4,00
23,20
20,80
18,80
17,10
15,70
14,40
13,30
12,30
11,50
10,70
10,00
9,40
8,80
8,30
7,80
7,40
7,00
6,60
6,25
5,90
5,60
5,30
4,90
24,50
22,00
19,90
18,20
16,60
15,30
14,10
13,00
12,10
11,30
10,60
9,90
9,30
8,70
8,20
7,70
7,30
6,90
6,50
6,15
5,80
5,50
5,25
↑
↑
88
↑
↑
↑
necessary.
10
Superfloor
Materials
Steel grade: S280
Concrete grade: B25
Requirements
RSBV 1990
Double span with rebar Ø 10 mm in every trough
Double span with rebar Ø 10 mm in every trough
Slab depth [mm]
Length
[m]¯
140
160
180
200
220
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
11,50
10,30
9,30
8,40
7,70
7,10
6,55
6,10
5,65
5,25
4,90
4,60
4,10
4,05
3,80
3,60
3,40
3,20
3,05
2,67
2,30
2,00
1,72
12,80
11,40
10,30
9,30
8,50
7,80
7,20
6,70
6,20
5,80
5,40
5,00
4,70
4,40
4,15
3,90
3,70
3,45
3,25
3,10
2,90
2,75
2,60
14,00
12,60
11,30
10,20
9,30
8,50
7,90
7,30
6,70
6,25
5,80
5,40
5,10
4,75
4,45
4,15
3,90
3,70
3,45
3,25
3,10
2,90
2,75
15,20
13,60
12,30
11,10
10,10
9,20
8,50
7,80
7,20
6,70
6,20
5,80
5,40
5,05
4,70
4,45
4,15
3,90
3,65
3,45
3,25
3,05
2,85
16,30
14,60
13,10
11,90
10,80
9,90
9,00
8,30
7,70
7,10
6,60
6,15
5,75
5,35
4,95
4,65
4,35
4,10
3,80
3,55
3,35
3,15
2,95
↑
Slab depth [mm]
240
Length
[m]¯
140
160
180
200
220
240
17,40
15,50
13,90
12,70
11,50
10,50
9,60
8,80
8,10
7,50
7,00
6,50
6,00
5,60
5,20
4,85
4,55
4,25
3,95
3,70
3,50
3,25
3,00
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
12,00
10,80
9,80
8,90
8,10
7,50
6,90
6,40
5,95
5,55
5,20
4,90
4,55
4,30
4,05
3,85
3,60
3,40
3,25
3,05
2,90
2,70
2,37
14,50
13,00
11,70
10,60
9,70
8,90
8,30
7,65
7,10
6,65
6,20
5,80
5,45
5,15
4,85
4,55
4,30
4,05
3,85
3,65
3,45
3,30
3,10
15,60
14,00
12,60
11,50
10,50
9,60
8,90
8,20
7,60
7,10
6,65
6,20
5,80
5,45
5,10
4,80
4,55
4,25
4,05
3,80
3,60
3,40
3,25
16,80
15,00
13,60
12,30
11,30
10,30
9,50
8,80
8,10
7,50
7,00
6,60
6,15
5,70
5,40
5,05
4,75
4,45
4,25
4,00
3,75
3,55
3,35
18,00
16,00
14,50
13,10
12,00
10,90
10,00
9,30
8,60
8,00
7,40
6,90
6,40
6,00
5,65
5,25
4,95
4,65
4,35
4,10
3,85
3,65
3,40
19,00
17,00
15,30
13,80
12,60
11,50
10,60
9,80
9,00
8,30
7,70
7,20
6,70
6,30
5,90
5,50
5,10
4,80
4,50
4,20
3,95
3,70
3,50
↑
↑
88
↑
↑
↑
necessary.
11
Superfloor
Materials
Steel grade: S280
Concrete grade: B25
Requirements
RSBV 1990
Triple span with rebar Ø 10 mm in every trough
Triple span with rebar Ø 10 mm in every trough
Slab depth [mm]
Length
[m]¯
140
160
180
200
220
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
12,40
11,20
10,10
9,20
8,50
7,80
7,20
6,70
6,25
5,85
5,45
5,15
4,85
4,55
4,30
4,10
3,85
3,45
2,97
2,55
2,20
1,85
1,57
13,80
12,40
11,20
10,20
9,40
8,60
8,00
7,40
6,90
6,45
6,00
5,60
5,30
5,00
4,70
4,40
4,20
3,95
3,75
3,55
3,40
3,20
2,75
15,20
13,60
12,30
11,20
10,20
9,40
8,70
8,00
7,50
7,00
6,50
6,10
5,70
5,35
5,05
4,75
4,50
4,25
4,00
3,80
3,60
3,40
3,25
16,50
14,80
13,40
12,10
11,00
10,10
9,30
8,60
8,00
7,50
7,00
6,50
6,10
5,75
5,40
5,10
4,75
4,50
4,25
4,05
3,80
3,60
3,40
17,70
15,80
14,30
13,00
11,90
10,90
10,00
9,20
8,60
8,00
7,40
6,90
6,50
6,10
5,70
5,40
5,05
4,75
4,50
4,25
4,00
3,75
3,55
↑
Slab depth [mm]
240
Length
[m]¯
140
160
180
200
220
240
19,00
17,00
15,20
13,80
12,60
11,50
10,60
9,80
9,10
8,40
7,80
7,30
6,80
6,40
6,00
5,60
5,30
4,95
4,65
4,40
4,15
3,90
3,70
2,00
2,20
2,40
2,60
2,80
3,00
3,20
3,40
3,60
3,80
4,00
4,20
4,40
4,60
4,80
5,00
5,20
5,40
5,60
5,80
6,00
6,20
6,40
12,80
11,50
10,40
9,50
8,70
8,00
7,40
6,90
6,40
6,00
5,60
5,30
5,00
4,70
4,45
4,20
4,00
3,75
3,60
3,40
3,00
2,60
2,25
15,50
13,90
12,50
11,40
10,50
9,65
9,00
8,30
7,75
7,25
6,80
6,35
6,00
5,65
5,35
5,05
4,80
4,55
4,30
4,10
3,90
3,75
3,55
17,00
15,20
13,80
12,50
11,50
10,60
9,80
9,10
8,50
7,90
7,40
6,90
6,50
6,10
5,80
5,50
5,20
4,90
4,65
4,40
4,20
4,00
3,80
18,30
16,30
14,80
13,50
12,30
11,40
10,50
9,65
9,00
8,40
7,85
7,35
6,90
6,50
6,10
5,75
5,45
5,15
4,90
4,60
4,35
4,15
3,95
19,50
17,50
15,80
14,40
13,10
12,00
11,10
10,30
9,50
8,90
8,30
7,80
7,30
6,80
6,40
6,05
5,70
5,40
5,10
4,80
4,55
4,35
4,10
20,60
18,40
16,60
15,20
13,80
12,70
11,70
10,80
10,00
9,30
8,70
8,10
7,60
7,10
6,70
6,35
5,95
5,60
5,30
5,00
4,75
4,45
4,20
↑
↑
88
↑
↑
↑
necessary.
12
Superfloor
88
8 Processing during construction
The Superfloor 88 is economically advantageous due to rapid installation and no formwork removal. Due to the low
weight and the high rate of reinforcement the substructure and foundation can be performed lighter. When pouring the
concrete, the steel profiled sheets provide a solid work floor and protects the lower floors. Moreover Superfloor 88
generates a very high ratio strength / weight. Superfloor 88 can be installed in single span or more spans, in which
the imposition of the plate must be at least 50 mm.
8.1
Installation of the sheets
To prevent movement by wind or during pouring, is a good fixing of the plates at imposing extremely important.
8.1.1
Fixing sheet / end bearing
At installation of a sheet at the point of an end bearing, each trough of the sheet must be fixed with one shooting nail
or screw (depending on the surface).
8.1.2
Fixing longitudinal seams
At fixing of the longitudinal seams, it is necessary to fix the plates with each other, c.t.c. 300mm, with teks or rivets.
This is necessary to prevent sliding of the metal sheets during the pouring of the concrete and to prevent it from
leakage water.
8.1.3
Butt joined placed sheets
If the sheets are installed with a butt joint (end to end), we
recommend to seal the seam with a tape of 50mm width.
8.1.4
300 mm
End closures
type KU
type KI
8.2
type GI
type GU
Forming holes
An important part of plant, ventilation ducts and pipes can be included in the composite floor. Creating openings for
vertical transit in the profiled steel sheet is possible by applying polystyrene blocks or formwork before pouring concrete.
After pouring the steel sheet may only be processed, after full curing of the concrete, using a nibbler or saw.
If only one crest is cut, this will require no additional facilities. When two or three crests are cut this must be compensated
with reinforcing bars at the left and right of the recess. With larger recesses or shortly after each other penetrations
located perpendicular to the profile direction is that this should be considered as a single large penetration. In this case it
must be provided by appropriate additional reinforcement or steel edge profiles. Please refer to our technical advisors.
13
Superfloor
8.3
88
Suspension systems for ceiling and pipes
Suspension systems for ceilings or pipes can be easily applied. These have to be installed before pouring in the crest of
the steel sheet.
8.4
Reinforcement
One of the most important properties of the Superfloor 88 is that it acts as a field reinforcement. The reinforcement is a
structural element and has as its purpose to absorb the forces that the concrete layer takes. Namely, concrete has the
characteristic that it can only absorb compressive forces and no pulling forces. Since a floor is loaded with pulling force,
the so called lower reinforcement must absorb the forces. The upper reinforcement is designed to absorb the shrinkage
in the concrete. The picture clearly shows how the spacer centers the lower reinforcement. This is a fixed distance from
the Superfloor 88 to ensure optimum coverage. By mounting the Superfloor 88 reversed, additional field reinforcement
can be applied.
NOTE: When using the composite floor on several supports, the upper reinforcement must be calculated!
8.5
Advice before and during pouring
Before the start of the pouring all dirt and grease, that have an adversely affect on the hardened slab, must be removed.
During pouring directly spread the concrete and prevent accumulations. Furthermore, work from the support points to the
center of the span. From an aesthetic point of view we recommend to remove any leaking cement water with water.
8.6
Use of temporary supports
If working with temporary supports is necessary for the span chosen, then the same method can be used as for a broad
slab floor. Please note: that before pouring propping needs to be in the middle of the span with one temporary support,
with two temporary supports the props need to be at 1/3 of the span, also see load tables. At the spot of the props the
Superfloor 88 must never be interrupted, because it is a temporary support. When the bottom of the Superfloor 88
remains in sight, it is of great importance that the surface of the props is sufficient. This is to prevent that an imprint of the
props is seen on the steel sheet by influence of the concrete weight.
14
Superfloor
88
9 Specification text
Profiled steel sheet for composite floor
Version 01 / Date 18-07-2002
Supplier:
Type:
Holland West Indies Trading B.V.
Industrieweg 4
5256 PN HEUSDEN
The Netherlands
Superfloor 88
Steel type and quality: S280GD Z275
Surface treatment:
- Sendzimir verzinkt
Material thickness:
- thickness: 0,75 mm
- thickness: 1,00 mm
Measurements:
- Cover width: 618 mm
- Profile height: 88 mm
Length: maximal 11.950 mm
NOTE: longer lengths in consultation
Accessories:
- end closure, type GU
- end closure, type GI
- end closure, type KU
- end closure, type KI
- fitting piece
- fillers, width 30 mm
- fillers, width 50 mm
Accessories must be of similar quality as the steel sheets.
Accessories fasteners:
- shear studs
- shear connector (direct fastening)
- mounting screws
- sheet metal nail
- rivets
15

Superfloor - Sluisveld

Transcription

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