SKYDECK The proven, fast slab formwork made of high
Transcription
SKYDECK The proven, fast slab formwork made of high
SKYDECK The proven, fast slab formwork made of high-strength aluminium Edition 03/2010 PERI GmbH Formwork Scaffolding Engineering P.O. Box 1264 89259 Weissenhorn Germany Tel +49 (0)7309.950-0 Fax +49 (0)7309.951-0 [email protected] www.peri.com Important Notes: Without exception, all current safety regulations must be observed in those countries where our products are used. The illustrations in this brochure are photographs of particular situations on a construction site. Safety or formwork anchor details are therefore not to be taken as a definitive guide to the way the equipment is to be used. Safety instructions and load specifications are to be strictly observed at all times. Separate structural calculations are required for any deviations from the standard design data. The information contained herein is subject to technical changes in the interests of progress. Errors and typographical mistakes reserved. Content 2 SKYDECK The proven aluminium slab formwork system for sensationally fast formwork erection 4 The cost-effective slab formwork with numerous advantages for the user 6 Formwork with drophead 8 Longitudinal and transverse infilling, forming around columns 10 The SKYDECK platform on the edge of the building saves using a safety scaffold 11 Optimized logistics 12 Design charts 20 Components 32 PERI International 1 SKYDECK The proven aluminium slab formwork system for sensationally fast formwork erection With the main beam, only one prop is required for an area of 3.45 m². This allows more room for horizontally moving formwork equipment or storing construction materials. The SKYDECK system features a drophead. Shuttered Drophead lowered The panels and cover strips form the soffit of the concrete. The cover strips and dropheads remain in position. While the panels and beams are struck. 60 mm Striking can therefore be carried out after only one day (depending on the slab thickness and strength of concrete). Fot the contractor, this means less on-site formwork materials as beams and panels have been freed up for the next concreting cycle. Striking after a short time means that striking and cleaning is also much easier because the panels separate from the concrete effortlessly. The drophead principle enables you to work more flexibly. For instance, early striking during poor weather or if personnel are available. 2 SKYDECK’s main beam reduces the number of props Thus, only 0.29 props per square metre of slab are needed. This corresponds to an area of 2.30 x 1.50 m (3.45 m²) supported by just one prop. The SKYDECK main beam with powder coating and plastic rack has been designed to ensure that only a minimum of cleaning is required. Fewer props save time and leave more space. The horizontal transport of formwork materials or storing of construction materials (e.g. bricks) is problem-free with these large prop spacings. A substantial factor for the favourable shuttering times of the SKYDECK. SKYDECK minimises cleaning costs. SKYDECK panels and main beams have self-draining edges, and the edges of the panels are undercut. This keeps the side surfaces clean and reduced cleaning to a minimum. The main beam lies protected under the panels. This reduces the amount of cleaning needed. SKYDECK components are made of aluminium to make them very light. No part weighs more than 15 kg. Thanks to the low individual weights, PERI SKYDECK allows easy and tireless shuttering and striking. SKYDECK has small and manageable parts. The largest element measures only 150 x 75 x 12 cm. This allows optimum horizontal transport between the rows of props and through door openings. Working with SKYDECK means easy and tireless shuttering and striking. 3 SKYDECK The cost-effective slab formwork with numerous advantages for the user SKYDECK forms slab thicknesses of up to 95 cm. (See design tables) SKYDECK offers a systematic erection sequence and safety features that rule out erection errors. The outward projecting teeth “catch” the panels. The panels clip in and lie securely in the rack. The SKYDECK system provides a high level of safety during erection. That rule out erection errors. Handling is quickly mastered, even by personnel unfamiliar with this system. SKYDECK systematization means: ■ ■ 1.50 m ■ SKYDECK panels shuttered from above. props do not have to be set out primary and secondary beam spacings do not have to be determined the load capacity of the formlining does not have to be taken into account 2.30 m Standard area of 3.45 m². Thanks to the main beam SLT 225, this means only 0.29 props per m². The panels are secured automatically by the lugs on the main beam. 4 The main beam is mounted firmly on the drophead or prophead and cannot tilt. Extremely fast head installation. Fits all standard slab props. Hole diameter Ø 40 mm. The SKYDECK drophead and prophead are equipped with self-locking couplings. This means: The head can be fitted without any time-consuming bolting, pinning or wedging. Simply place it and allow it to engage – that’s all there is to it! The head is now securely mounted. Removal is simply a matter of releasing the coupling and taking the head off. Thus, changing the slab props can be carried out quickly and efficiently for all slab heights. Self-locking coupling = time-savings Prophead SKYDECK provides: Benefit to you: Main beams that reduce the number of props required Less props Drophead principle Earlier and easier striking ECC powder coating, self-draining edges, plastic profiles Less cleaning Individual components made of aluminium and weighing less than 15 kg Easy and tireless shuttering and and striking Straight formwork line Simple edge adjustment Structurally-optimized system Very accurate surfaces Systematic erection sequence Operating errors ruled out Self-locking coupling Quick mounting on the prop without screws or bolts Drophead 5 SKYDECK Formwork with drophead Forming with the SKYDECK drophead means fast concreting cycles with small quantities of on-site material requirements. The drophead principle allows striking after only 1 day, depending on slab depth and concrete strength. Striking is easier because the panels can be released from the concrete more easily after a short time. The possibility of striking after a short time allows work to be carried out more flexibly (e.g. during bad weather or when personnel have free capacity). The main beam cuts the number of props required. For an area of 2.30 x 1.50 = 3.45 m², only 1 prop is needed. This corresponds to 0.29 props per square metre of slab. 6 Striking with drophead. The drophead is released with a hammer blow causing all of the formwork to lower by 6 cm. SKYDECK standard grid panel with drophead system. Panels and main beams can then be removed. The drophead props together with cover strips remain in position. Props on the edge or infill areas can be dismantled. For the new cycle, only around 70 % extra drophead props are required. Only the props with drophead and cover strip remain after striking. A A B Typical application with wall return, angled wall junction and column to be formed. B Cross-section A-A Longitudinal section B-B Wall junction with prophead set back. The beam is securely mounted on the prophead. The design principle with the panels lying on top of the main beam makes the wall junction with the main beam set back possible. Prophead Drophead Drophead Drophead 0.41 The extended length of the prop remains the same, irrespective of whether you are working with the drophead or the prophead set back at the wall junction. 0.41 An important advantage in application: Prophead set back at the wall junction. 7 SKYDECK Longitudinal and transverse infilling, forming around columns Longitudinal infilling For infilling up to 1.50 m, the formwork is simply continued with panels and prophead until the gap left can be closed with filler timbers. Transition from standard grid rectangle to infilling with the end support. Infilling lengths L: ≤ 2.25 m with main beam SLT 150 and appropriate infill ≤ 1.50 m with 1 panel 75 cm wide and appropriate infill ≤ 0.75 m panel with appropriate infill or with infill panel 37.5 cm wide and appropriate infill (see SKYDECK poster or SKYDECK assembly instructions for detailled infilling). Transverse infilling Transverse infilling or adaptation for angled walls is carried out in the same way as longitudinal infilling, using panels and prophead until the gap left can be closed with a filler plate. The panels can be turned in the other direction to achieve this. Transverse infilling with 150 x 75 panel, SPH filler timber and filler plate. 8 Infill length L Formwork around columns. With SKYDECK edge beam SRT 150 or SRT 75. SLT 225 Edge beam Drophead SFK Drophead SFK End Support SSL Transverse infilling with drophead system with 150 x 75 panel, edge beam and filler. Formwork is taken around columns with a maximum edge length of 1.38 m in this way. If the edge beam is used, the maximum edge length is 63 cm. Depending on the situation, the SKYDECK edge beam is used only longitudinally, or longitudinally and laterally. max. 1.50 m Drophead Filler timber Primary beam When using the edge beams longitudinally and laterally, these must be installed in a turned position. Transverse infilling with drophead system with 150 x 75 panel, edge beam and filler. 9 SKYDECK The SKYDECK platform on the edge of the building saves using a safety scaffold Slab edges are formed with the cantilevered SLT 375 slab edge beam and the SKYDECK Platform. The SKYDECK platform saves construction time. BG- ÜF PR Z Even one day after concreting the slab, it serves as a safety scaffold for work on the columns and parapets. T ER Slab edge with guardrails. Bau 98051 geprüfte Sicherheit The GS-approved SKYDECK SDB platform is mounted complete with guardrail. SKYDECK platform SAO tension sleeve SLT 375 main beam Anchor chain and M12 anchor coupler No safety scaffold necessary Safety at a cycle joint with the SKYDECK guardrail holder SGH After the simple positioning, the platform is immediately secured against tipping or moving. Ground plan: Guardrail holder SGH View: Guardrail Post SGP 10 Optimized logistics Formwork erection will be even faster if there is order on site and as few crane lifts as possible. The SKYDECK pallet can be shifted with the crane or moved with a pallet truck. The pallet is equally suitable for forklift trucks when dispatching or in the yard. All SKYDECK pallets are hot-dip galvanised and can be stacked. SKYDECK Pallet SD filled with 14 panels 150 x 75. The pallet lifting truck is used for moving operations. RP 80 x 120 filled with 25 MULTIPROP props. The larger Pallet SD filled with 48 panels 150 x 75 = 54 m2. 11 SKYDECK With Drophead SFK Main Beam SLT 225 Panel Span c 1.50 m Load q* [kN/m²] Deflection Line** Slab Thickness d [m] Prop Load [kN] 0.14 5.19 17.9 7 with centre support SSK Main Beam SLT 150 Panel Span c 0.75 m Prop Load [kN] with centre support SSK Panel Span c 1.50 m Deflection Line** with centre support SSK Prop Load [kN] with centre support SSK Panel Span c 0.75 m Deflection Line** with centre support SSK Prop Load [kN] with centre support SSK 9.0 7 12.1 7 Deflection Line** with centre support SSK with centre support SSK 0.16 5.71 19.7 7 9.8 7 13.3 7 0.18 6.23 21.5 7 10.7 7 14.5 7 0.20 6.75 23.3 7 11.6 7 15.7 7 0.22 7.27 25.1 7 12.5 7 16.9 7 0.24 7.79 26.9 7 13.4 7 18.1 7 0.26 8.31 28.7 7 14.3 7 19.3 7 0.28 8.83 30.5 15.2 7 20.5 7 0.30 9.40 32.4 17.8 7 7 16.2 7 21.9 7 0.35 10.94 37.7 20.8 6 7 18.9 7 25.4 7 0.40 12.47 43.0 23.7 6 6 21.5 7 29.0 6 0.45 14.01 26.6 6 24.2 7 32.6 6 0.48 14.93 28.3 6 25.7 7 34.7 6 0.50 15.54 26.8 7 0.55 17.07 29.5 19.8 7 0.60 18.61 32.1 19.3 7 7 21.6 7 0.65 20.14 34.7 20.8 6 7 23.4 7 0.70 21.68 37.4 22.4 6 7 25.2 7 0.75 23.21 40.0 24.0 6 7 27.0 7 0.80 24.74 42.7 25.6 6 7 28.8 7 0.85 26.28 27.2 7 30.5 6 0.90 27.81 28.8 7 32.3 6 0.95 29.35 30.4 6 34.1 6 7 *Load according to DIN 4421: Dead load g = 0.20 kN/m2 Concrete load b = 26 kN/m3 x d (m) Live load Total load p = 0.20 x b 1.5 ≤ p ≤ 5.0 kN/m2 q = g + b + 0.9 x p ** Deflection according to DIN 18202, assuming perfect levelling. 12 18.1 7 When calculating the prop load, the actual extension length may be used. The exact extension length of the prop when using the SKYDECK Drophead is: actual height minus 0.41 m. With a prop load of over 33.3 kN, bolting on the Drophead (2 bolts M12 x 40 mm Mu DIN 601) can only be omitted when using MULTIPROP props. 7 With Prophead SSK Main Beam SLT 225 Panel Span c 1.50 m Slab Thickness d [m] Load q* [kN/m²] Prop Load [kN] 0.14 5.19 17.5 Deflection Line** with centre support SSK Main Beam SLT 150 Panel Span c 0.75 m Prop Load [kN] with centre support SSK 7 Panel Span c 1.50 m Deflection Line** with centre support SSK Prop Load [kN] with centre support SSK Panel Span c 0.75 m Deflection Line** with centre support SSK Prop Load [kN] with centre support SSK 8.8 7 11.7 7 Deflection Line** with centre support SSK with centre support SSK 0.16 5.71 19.3 7 9.6 7 12.8 7 0.18 6.23 21.0 7 10.5 7 14.0 7 0.20 6.75 22.8 7 11.4 7 15.2 7 0.22 7.27 24.5 7 12.3 7 16.4 7 0.24 7.79 26.3 7 13.1 7 17.5 7 0.26 8.31 28.0 7 14.0 7 18.7 7 0.28 8.83 29.8 14.9 7 19.9 7 0.30 9.40 31.7 17.8 7 7 15.9 7 21.2 7 0.35 10.94 36.9 20.7 6 7 18.5 7 24.6 7 0.40 12.47 42.1 23.6 6 6 21.0 7 28.1 6 0.45 14.01 26.5 6 23.6 7 31.5 6 0.50 15.54 29.4 6 26.2 7 35.0 6 0.51 15.85 30.0 6 26.7 7 35.7 6 0.55 17.07 28.8 19.2 7 0.60 18.61 31.4 19.2 7 7 20.9 7 0.65 20.14 34.0 20.7 6 7 22.7 7 0.70 21.68 36.6 22.3 6 7 24.4 7 0.75 23.21 39.2 23.9 6 7 26.1 7 0.80 24.74 41.8 25.5 6 7 27.8 7 0.85 26.28 27.0 7 29.6 6 0.90 27.81 28.6 7 31.3 6 0.95 29.35 30.2 6 33.0 6 7 *Load according to DIN 4421: Dead load g = 0.20 kN/m2 Concrete load b = 26 kN/m3 x d (m) Live load Total load 7 When calculating the prop load, the actual extension length may be used. The exact extension length of the prop when using the SKYDECK Prophead is: actual height minus 0.33 m. p = 0.20 x b 1.5 ≤ p ≤ 5.0 kN/m2 q = g + b + 0.9 x p ** Deflection according to DIN 18202, assuming perfect levelling. 13 SKYDECK Panel System, Striking Time Guidelines Panel System Load q* [kN/m²] Prop Load [kN] ** Tolerances to DIN 18202, Line 0.14 5.19 5.8 7 0.16 5.71 6.4 7 0.18 6.23 7.0 7 0.20 6.75 7.6 7 0.22 7.27 8.2 7 0.24 7.79 8.8 7 0.26 8.31 9.3 7 0.28 8.83 9.9 7 0.30 9.40 10.6 7 0.35 10.94 12.3 7 0.40 12.47 14.0 6 0.45 14.01 15.8 6 0.48 14.93 16.8 6 0.50 15.54 17.5 6 0.51 15.85 17.8 6 75 *Load according to DIN 4421: Dead load g = 0.20 kN/m2 Concrete load b = 26 kN/m3 x d (m) Live load Total load p = 0.20 x b 1.5 ≤ p ≤ 5.0 kN/m2 q = g + b + 0.9 x p ** Tolerances to DIN 18202. Assuming perfect levelling. Striking Time Guidelines* [Days] for Drophead System. Required ConSlab Thickness crete Strength d [m] f ck [N/mm²] 14 *Guide values for striking time [days] for Panels and Main Beams at average curing temperature [°C] of 5° 10° 20° 0.14 15 10 6 5 0.16 13 8 5 4 0.18 11 6 4 3 0.20 9 5 3 2 0.22 8 4 3 2 0.25 7 4 2 2 0.30 6 3 2 2 0.35 5 3 2 1 0.40 – 0.95 5 2 1 1 The necessary concrete strength at the time of striking is decisive. This is to be calculated by suitable methods. Account must also be taken of DIN 1045, e.g. curing. At least 1.31 cm²/m (Q 131) is necessary for the bottom reinforcement layer. For systems without centre support of the main beams. A live load of 1 kN/m² is taken into account for the early struck slab. * Guide values according to Leonhard for cement Z 35, CEM I 32.5 R. 150 Slab Thickness d [m] Fillers, forming around columns Perm. width of influence EB [m] when forming around columns Perm. Width B [m] of the Filler Case 1 Case 2 Panel 150 Panel 75 L/500 = 30 mm L/500 = 15 mm Fin-Ply 21 mm Fin-Ply 21 mm Slab Thickness Spruce 21 mm Spruce 21 mm Beto 21 mm Beto 21 mm d [m] 0.14 0.77 0.85 Slab Thickness d [m] SRT-2 SPH 0.14 1.08 0.38 SRT-2 SPH 0.16 0.75 0.82 0.16 0.95 0.33 0.18 0.72 0.80 0.18 0.85 0.30 0.20 0.70 0.78 0.20 0.77 0.27 0.22 0.69 0.76 0.22 0.70 0.25 0.24 0.67 0.75 0.24 0.64 0.23 0.26 0.66 0.73 0.26 0.60 0.21 0.28 0.64 0.72 0.28 0.55 0.19 0.30 0.63 0.71 0.30 0.52 0.18 0.35 0.61 0.69 0.35 0.45 0.16 0.40 0.59 0.67 0.40 0.39 0.14 1.71 0.51 0.45 0.57 0.65 0.45 0.35 0.12 1.52 0.46 0.50 0.56 0.64 0.48 0.33 0.11 1.43 0.43 0.51 0.55 0.63 0.50 0.31 0.11 1.37 0.41 0.55 0.53 0.62 0.55 1.25 0.37 0.60 0.51 0.60 0.60 1.15 0.34 0.65 0.50 0.59 0.65 1.06 0.32 0.70 0.49 0.58 0.70 0.98 0.30 0.75 0.48 0.57 0.75 0.92 0.28 0.80 0.47 0.56 0.80 0.86 0.26 0.85 0.46 0.55 0.85 0.81 0.24 0.90 0.45 0.54 0.90 0.77 0.23 0.95 0.44 0.53 0.95 0.73 0.22 Case 1 Note: Deflection single span beam B/300. EB Case 2 B Panel 150 or 75 B max. 100 mm Combihead SCK Filler Timber SPH or Edge Beam SRT-2 Filler Timber SPH or Edge Beam SRT-2 Perm. Span L [m] of the Edge Main Girders Slab Thickness [m] Width of influence for 40 cm plywood Girders used 0.20 0.30 0.40 0.50 0.60 0.70 0.80 GT 24 3.51 3.15 2.88 2.68 2.52 2.40 2.29 VT 20 2.85 2.56 2.34 2.18 2.05 1.91 1.67 KH 10/16 2.64 2.37 2.17 2.02 1.90 1.81 1.73 L L 15 Slab Props PEP 20 Permissible Prop Load [kN] according to the Type Test PEP 20 – 350 PEP 20 N 350* PEP 20 – 400 PEP 20 G 410* L = 1.51 – 2.60 m L = 1.71 – 3.00 m L = 1.96 – 3.50 m L = 2.21 – 4.00 m L = 2.71 – 5.00 m Extension Length [m] PEP 20 – 300 PEP 20 N 300* PEP 20 – 500 PEP 20 N 260* Outer Tube Bottom Inner Tube Bottom 1.60 35.0 35.0 1.70 35.0 35.0 1.80 35.0 1.90 35.0 2.00 Outer Tube Bottom Inner Tube Bottom Outer Tube Bottom Inner Tube Bottom Outer Tube Bottom Inner Tube Bottom Outer Tube Bottom Inner Tube Bottom 35.0 35.0 35.0 35.0 35.0 35.0 33.5 35.0 35.0 2.10 31.9 35.0 32.2 35.0 35.0 35.0 35.0 35.0 2.20 30.9 35.0 35.0 30.5 35.0 35.0 2.30 29.8 35.0 35.0 29.0 35.0 35.0 2.40 28.6 35.0 27.8 35.0 35.0 35.0 35.0 35.0 35.0 35.0 2.50 27.1 32.9 26.9 35.0 35.0 35.0 35.0 35.0 2.60 24.8 29.4 26.1 35.0 35.0 33.8 35.0 35.0 2.70 35.0 24.9 31.7 32.4 35.0 35.0 35.0 2.80 23.3 28.5 31.2 35.0 35.0 2.90 21.6 25.7 30.2 35.0 35.0 35.0 35.0 35.0 35.0 35.0 3.00 20.0 23.2 29.2 35.0 35.0 35.0 35.0 35.0 3.10 27.5 35.0 34.6 33.6 35.0 35.0 3.20 35.0 25.7 31.5 32.5 35.0 35.0 35.0 3.30 24.1 28.8 31.2 35.0 35.0 35.0 3.40 22.4 26.4 29.6 35.0 35.0 35.0 3.50 20.7 24.1 27.8 33.9 35.0 35.0 3.60 26.1 31.2 35.0 35.0 3.70 24.5 28.9 35.0 35.0 3.80 23.0 26.8 35.0 35.0 3.90 21.6 24.8 35.0 35.0 4.00 20.1 22.8 34.2 35.0 4.10 32.3 35.0 4.20 30.6 35.0 4.30 28.9 34.0 4.40 27.4 31.9 4.50 26.0 29.9 4.60 24.6 28.1 4.70 23.4 26.4 4.80 22.1 24.9 4.90 20.9 23.4 5.00 20.0 21.8 All PEP 20 Props conform with DIN EN 1065 class D with a permissible load for the entire extension range of minimum 20 kN. 16 All PEP 20 Props clamped in the Table Swivel Head or UNIPORTAL Head fitted to PERI tableforms have a permissible load of minimum 30 kN over the entire extension range. *For the N and G Props the application Inner Tube at Bottom is only possible with PERI Slab Tables or SKYDECK (bolted head). PEP 30 Permissible Prop Load [kN] according to the Type Test PEP 30 – 250 PEP 30 – 300 PEP 30 G 300* PEP 30 – 350 PEP 30 G 350* PEP 30 – 400 L = 0.96 – 1.50 m L = 1.46 – 2.50 m L = 1.71 – 3.00 m L = 1.96 – 3.50 m L = 2.21 – 4.00 m Extension Length [m] PEP 30 – 150 Outer Tube Bottom Inner Tube Bottom 1.00 35.0 35.0 1.10 35.0 35.0 1.20 35.0 35.0 1.30 34.9 35.0 1.40 34.2 35.0 1.50 33.5 35.0 Outer Tube Bottom Inner Tube Bottom Outer Tube Bottom Inner Tube Bottom 40.0 Outer Tube Bottom Inner Tube Bottom Outer Tube Bottom Inner Tube Bottom 40.0 40.0 1.60 40.0 40.0 1.70 40.0 40.0 1.80 40.0 40.0 40.0 1.90 38.5 40.0 40.0 40.0 2.00 36.8 40.0 40.0 40.0 40.0 40.0 2.10 35.3 40.0 40.0 40.0 40.0 40.0 2.20 34.4 40.0 40.0 40.0 40.0 40.0 2.30 33.3 40.0 40.0 40.0 40.0 40.0 40.0 40.0 2.40 32.1 37.6 40.0 40.0 40.0 40.0 40.0 40.0 2.50 30.1 34.8 39.9 40.0 40.0 40.0 40.0 40.0 2.60 38.8 40.0 40.0 40.0 40.0 40.0 2.70 37.4 40.0 40.0 40.0 40.0 40.0 2.80 35.8 40.0 40.0 40.0 40.0 40.0 2.90 33.2 37.2 40.0 40.0 40.0 40.0 3.00 30.4 33.8 40.0 40.0 40.0 40.0 3.10 40.0 40.0 40.0 40.0 3.20 37.6 40.0 40.0 40.0 3.30 35.0 37.6 40.0 40.0 3.40 32.3 34.6 40.0 40.0 3.50 30.0 31.6 40.0 40.0 3.60 40.0 40.0 3.70 40.0 40.0 3.80 37.4 40.0 3.90 34.8 37.0 4.00 32.2 33.9 All PEP 30 Props conform with DIN EN 1065 class E with a permissible load for the entire extension range of minimum 30 kN. All PEP 30 Props clamped in the Table Swivel Head or UNIPORTAL Head fitted to PERI tableforms have a permissible load of minimum 40 kN (PEP 30-150 = 35 kN) over the entire extension range. *For the N and G Props the application Inner Tube at Bottom is only possible with PERI Slab Tables or SKYDECK (bolted head). 17 Slab Props MULTIPROP 250, 350, 480, 625 Permissible Prop Load [kN] according to the Type Test 18 MP 250 MP 350 MP 480 MP 625 l = 1.45 – 2.50 m l = 1.95 – 3.50 m l = 2.60 – 4.80 m l = 4.30 – 6.25 m Extension Length [m] Outer Tube Bottom Inner Tube Bottom 1.45 1.50 1.60 1.70 1.80 1.90 1.95 2.00 2.10 2.20 2.30 2.40 2.50 2.60 2.70 2.80 2.90 3.00 3.10 3.20 3.30 3.40 3.50 3.60 3.70 3.80 3.90 4.00 4.10 4.20 4.30 4.40 4.50 4.60 4.70 4.80 4.90 5.00 5.10 5.20 5.30 5.40 5.50 5.60 5.70 5.80 5.90 6.00 6.10 6.20 6.25 73.3 73.3 73.3 73.3 71.7 68.6 67.0 65.4 63.8 62.2 61.1 60.6 60.0 76.2 76.2 76.2 76.2 76.2 76.2 76.2 76.2 74.6 73.0 70.5 67.0 63.6 Outer Tube Bottom Inner Tube Bottom 88.3 88.3 83.0 77.7 72.9 68.6 64.4 61.9 59.3 57.5 55.7 54.3 52.9 51.4 49.8 46.4 42.9 87.4 87.4 87.4 87.4 86.6 85.1 83.5 80.7 77.8 74.9 71.9 68.3 64.6 60.0 55.4 50.3 45.1 Outer Tube Bottom Inner Tube Bottom 85.9 81.2 76.5 71.8 67.1 63.0 58.9 54.8 52.5 50.2 47.9 46.0 44.2 42.3 40.4 38.5 36.6 34.8 32.9 31.1 29.3 27.4 25.6 71.4 71.1 70.8 70.4 70.1 69.4 68.6 67.9 66.2 64.5 62.8 58.6 54.4 50.2 46.9 43.7 40.4 38.2 36.0 33.7 31.5 29.3 27.1 MULTIPROPs are classified according to offical approval as follows: MP 250 = Class T 25 MP 480 = Class D 45 MP 350 = Class R 35 MP 625 = Class D 60 Note: We recommend using the HD Wingnut Spanner, Item no. 022027, to release the loads > 60 kN. MULTIPROP 350 and 480 clamped in the Table Swivel Head or UNIPORTAL Head fitted to PERI tableforms have a permissible load of minimum 56 kN for the MP 350, and minimum of 36 kN for the MP 480 over the entire extension range. Outer Tube Bottom Inner Tube Bottom 56.2 54.7 53.1 50.9 48.8 46.4 43.8 41.2 38.6 36.1 33.8 31.9 29.9 28.4 26.9 25.5 24.3 23.1 22.0 20.9 20.4 44.6 44.6 44.6 43.8 43.0 42.1 41.2 40.3 38.8 37.3 35.9 34.5 33.1 31.6 30.1 28.6 27.0 25.4 24.1 22.8 22.1 19 SKYDECK Panel Slab Formwork Item no. Weight kg 15,500 11,700 9,780 8,560 6,350 5,250 Panels SDP Panel SDP 150 x 75 Panel SDP 150 x 50 Panel SDP 150 x 37.5 Panel SDP 75 x 75 Panel SDP 75 x 50 Panel SDP 75 x 37.5 Panel with 9 mm plywood. L 1500 1500 1500 750 750 750 B 750 500 375 750 500 375 B 061000 061011 061020 061010 061013 061030 21 99 061160 25,500 Main Beam SLT 375 For cantilevers. 061100 15,500 Main Beam SLT 225 For standard fields. 20 120 L SKYDECK Panel Slab Formwork Item no. Weight kg 061110 9,690 061045 061046 5,740 2,720 Main Beam SLT 150 For filler areas. Edge Beams SRT-2 Edge Beam SRT-2 150 Edge Beam SRT-2 75 For longitudinal and transverse filling, for shuttering around columns. Panel with 21 mm plywood. 1500 / 750 1488 / 738 98 49 Drophead SFK With self-locking coupling. Supports main beam as well as cover strip and formlining. Lowering height 6 cm. For 21 mm plywood formlining. 40 250 390 549 60 6,180 258 061210 21 SKYDECK Panel Slab Formwork Prophead SSK With self-locking coupling. Supports main beams, panels, edge girders and filler timber. 5,340 250 Combihead SCK With self-locking coupling. Supports main beams, panels, edge girders and filler timber. 250 305 061049 061036 3,350 5,020 Filler Timbers SPH Filler Timber SPH 150 Filler Timber SPH 225 For compensations with 21 mm plywood formlining. 1500 / 2250 98 49 22 161 259 50 061180 260 161 50 Item no. Weight kg 061200 3,860 SKYDECK Panel Slab Formwork Item no. Weight kg 061021 061022 8,650 5,340 Triangular Frames SDR Triangular Frame SDR 150 x 75 Triangular Frame SDR 75 x 75 For compensations on inclined walls. For compensations with 21 mm plywood formlining. 1500 / 750 750 98 5,250 Wall Holder SWH-2 For horizontal anchoring on the wand. Attach to every second girder or panel. 202 End Support SSL For the transition to compensation. Connecting to Drophead SKF. 102 2,140 100 165 0,133 86 Panel Clip SPK Fixes panel on main beam. 121 061290 160 061023 1102 1490 061051 50 33 23 SKYDECK Panel Slab Formwork Panel Wedge Clip SPKK Fixes panel on main beam. 116 Item no. Weight kg 061280 0,780 116 061052 2,590 80 Table Connector STV For assembling SKYDECK Slab Tables. Also allows the fixing of intermediate props on the main beam. 86 70 330 061300 2,240 Erection Aid SSH For forming with SKYDECK. Adjustable in 7.5 cm increments. 2325 - 3750 Tension Sleeve SAO For bracing cantilevered main beams. Technical Data Permissible tension force 3.0 kN. 62 0,996 125 061310 143 24 70 SKYDECK Panel Slab Formwork Technical Data Permissible load 150 kg/m2. 1288 1490 061061 153,000 Platform SDB 225 Work and safety scaffold. Scaffold width 1.30 m. With continuous 39 mm thick decking and foldable handrail frame. 1220 Platform SDB 150 Work and safety scaffold. Scaffold width 1.30 m. With continuous 39 mm thick decking and foldable handrail frame. 1006 Item no. Weight kg 061060 108,000 1433 Technical Data Permissible load 150 kg/m2. 2240 061062 185,000 Platform SDB 300 Work and safety scaffold. Scaffold width 1.30 m. With continuous 39 mm thick decking and foldable handrail frame. Technical Data Permissible load 150 kg/m2. 2990 25 SKYDECK Panel Slab Formwork Guardrail Holder SGH, Alu For assembling a guardrail with SKYDECK. 368 245 300 5 Item no. Weight kg 061250 4,760 1500 300 1640 6,150 061260 6,150 Accessories Guardrail Post SGP Guardrail Post SGP As guardrail for different systems. 35 1,370 Anchor Chain 3.0 kN l = 2.5 m 1438 65 Technical Data Permissible tension force 3.0 kN. 15 065073 1768 433 433 120 061260 2500 065074 0,450 Turnbuckle 3.0 kN, M 12 Technical Data Permissible tension force 3.0 kN. 16 min 220 26 max 300 SKYDECK Panel Slab Formwork Item no. Weight kg 028100 1,830 Base Plate for RS For assembly of RS push-pull props. Complete with 1 pc. 018050 Bolt Ø 16 x 65/86, galv. 1 pc. 018060 Cotter Pin 4/1, galv. 85 Ø13 90 150 82,400 Pallet SD 150 x 225, galv. For stacking and transportation of 48 SKYDECK panels 150 x 75. Complete with 5 pc. 100707 Lashing 25 x 5750 mm Safety Instructions Load-bearing capacity 750 kg. Follow Instructions for Use! 1550 250 2110 061530 10 Ø21 2310 Pallet SD 150 x 75, galv. For stacking and transportation of 14 SKYDECK Panels 150 x 75. Safety Instructions Load-bearing capacity 1.0 t. Follow Instructions for Use! 1720 76,700 1970 061500 1510 640 1630 760 27 SKYDECK Panel Slab Formwork Item no. Weight kg 061510 110,000 Pallet Lifting Trolley 1500 mm For moving pallets and crate pallets. Technical Data Forklift arm length 1500 mm, forklift arm width 520 mm, stroke range 85 - 195 mm. Safety Instructions Load-carrying capacity 2.0 t. Follow Instructions for Use. . 403,000 Transportation Fork SUG, galv. For moving SKYDECK slab tables. Safety Instructions Follow Instructions for Use at all times. Load-carrying capacity 1.0 t. 1429 2800 3240 061520 3900 72,800 Stripping Cart, Alu Mobile working scaffold. Height-adjustable in 25 cm increments. Platform height max. 2.00 m. Technical Data Permissible load 100 kg/m2. 3035 035500 1224 1800 28 750 SKYDECK Panel Slab Formwork Stripping Cart ASW 465, compl. Mobile working scaffold. Height-adjustable in 30 cm increments. Platform height max. 4.65 m. Packed in: Ring Pallet USP 104 Item no. 100678, with Lashing Strap Item no. 100707 (x 1) and Scaffold Tube Steel Item no. 026411 (x 4). Complete with 1 pc. 102033 Steel Traverse 140/220 ASW 1 pc. 102025 Folding Base Unit 160/190 ASW 6 pc. 102035 Vertical Frame 70/90 ASW 6 pc. 102034 Vertical Frame 70/120 ASW 2 pc. 102026 Entry Platform 190 ASW 1 pc. 102030 Toe-Board Set 70/190 ASW 4 pc. 102027 Double Guardrail 190 ASW 3 pc. 102028 Diagonal Brace 210 ASW 2 pc. 102029 Horizontal Brace 190 ASW 8 pc. 102037 Wind Security Clip 60 ASW 12 pc. 102807 Ballast 10 kg ASW Technical Data Permissible load 100 kg/m2. 102033 102034 102035 102025 102026 1150 Item no. Weight kg 102031 363,000 102027 102028 102029 2360 102037 1100 102807 102030 29 30 31 PERI International 42 19 20 22 32 44 34 18 38 11 52 6 21 01 PERI GmbH Rudolf-Diesel-Strasse 89264 Weissenhorn info @ peri.com www.peri.com 1 5 46 17 30 2 3 16 13 29 28 9 24 53 4 48 41 61 33 12 02 France PERI S.A.S. 77109 Meaux Cedex [email protected] www.peri.fr 09 Italy PERI S.p.A. 20060 Basiano [email protected] www.peri.it 16 Austria PERI Ges.mbH 3134 Nußdorf ob der Traisen offi[email protected] www.peri.at 23 Korea PERI (Korea) Ltd. Seoul 135-080 [email protected] www.perikorea.com 29 Slovania PERI Slowenien 2000 Maribor [email protected] www.peri.com 03 Switzerland PERI AG 8472 Ohringen [email protected] www.peri.ch 10 Japan PERI Japan K.K. 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Box 1264 89259 Weissenhorn Germany Tel. +49 (0)7309.950-0 Fax +49 (0)7309.951-0 [email protected] www.peri.com DE en 04/2011 5ma 790937 © PERI GmbH The optimal System for every Project and every Requirements
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With...
GRV Circular Formwork Tie-less Circular Formwork with
Edition 08/2009
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel +49 (0)73 09.9 50-0
Fax +49 (0)73 09.9 51-0
[email protected]
www.peri.de