Peri SKYDECK Instructions For Assembly And Use
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Peri SKYDECK Instructions For Assembly And Use

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SKYDECK
Panel Slab Formwork
Instructions for Assembly and Use – Standard Confi guration
Edition 09 | 2016

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  • Page 1 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Confi guration Edition 09 | 2016...

  • Page 2: Table Of Contents

    Transfer of horizontal loads from a Components casting segment Cantilevers, Guardrails Bracing on leading edges to prevent tipping Guardrails with Handrail Unit SD SKYDECK Guardrail Holder SGH and Guardrail Post SGP SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 3: Overview A9

    Overview Main components Drophead SFK Main Beam SLT 225 Panel SDP Cover Strip SAL SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 4: Key

    For a better understanding, detailed il- lustrations are partly incomplete. The safety installations which have possibly not been featured in these detailed drawings must nevertheless still be available. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 5: Introduction

    – Pallet Lifting Truck – Pallets and Stacking Devices – Stripping Cart ASW 465 – Stripping Cart Alu – Transportation Fork SKYDECK SUG Technical Data Sheet for Anchor Bolt PERI 14/20 x 130 ƒ PERI Design Tables – Formwork and Shoring ƒ Brochures: ƒ...

  • Page 6: Intended Use

    Accessories for infill areas, shuttering 230 x 150 cm, slab thickness max. ƒ PERI SKYDECK is a panel slab form- around columns and the slab edges are 43 cm, as standard case presented in work system used for constructing slab also available.

  • Page 7: Care And Maintenance Instructions

    Only PERI original components may be used. The use of other products and spare parts is not allowed. Changes to PERI components are not permitted.

  • Page 8: Safety Instructions

    Assembly and Use sup- risk assessment has been carried out by contractor must create installation in- plied by PERI are available at all times the contractor.On the basis of this risk structions in order to ensure safe as-...

  • Page 9: System-Specific 7 A11

    In order to avoid an overloading of the integrated temporary props, the When storing heavy items on the form- Use PERI lifting accessories and slings load-bearing capacity of the slabs, work, the load-bearing capacity must be as well as only those load-bearing points provided on the component.

  • Page 10: A1 Storage And Transportation 8 A12

    Transport PERI pallets and stacking devices are suitable for lifting by crane or forklift. They can also be moved with the PERI Pallet Lifting Trolley. All pallets and stacking devices can be lifted using both the longitudinal and front sides.
  • Page 11 Panels and main beams are equipped with self-draining edges. They prevent the side areas from getting dirty and make cleaning easier. (Fig. A1.08) Fig. A1.08 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 12 (Fig. A1.10) Ensure the platforms are evenly secured Fig. A1.09 on lorries but not too tightly. Crane Eye Crane Eye Fig. A1.10 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 13: A2 System Components

    Main beams – Main Beam SLT 225 – Main Beam SLT 150 For the exclusive use with the SKYDECK Platform SDB, a main beam which can accommodate the Platform SDB is available. It may only be used for the described purposes.
  • Page 14 The self-locking coupling is secured automatically. (Fig. A2.01) Starting bay End bay J The prop is ready for use. Main Beam SLT 150 Panel SDP Fig. A2.07 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 15 A2 System components SKYDECK Platforms SDB SKYDECK Platform SDB 150 External crane eye SKYDECK Platform SDB 225 SKYDECK Platform SDB 300 Frame Handrail Slide Stacking base Internal crane eye, retracted Decking Internal crane eye, retracted External crane eye Securing lever...

  • Page 16: A3 System Dimensions

    A3 System dimensions Notes regarding static calculations This design information is used for the design and planning of the SKYDECK Slab Formwork System. It covers standard configurations for slab thicknesses from 0.14 m to 1.09 m. Comparison of the design method...

  • Page 17: Internal Forces And Rigidity

    LF maximum wind speed h 0.20 m (DIN EN 12811-1, 6.2.7.4.1) W,max Wind on the side protection Working wind speed on SKYDECK Guardrail Holder SGH and Guardrail Post SGP 0.183 kN/m W,A,S Maximum wind speed with SKYDECK Guardrail Holder SGH and Guardrail Post SGP 0.550 kN/m²...
  • Page 18 MRK / PRK 137,5 MRK / PRK 150 62,5 MRK / PRK 137,5 MRK / PRK 150 MRK / PRK 150 62,5 Fig. A3.03 Fig. A3.01 Fig. A3.02 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 19: A4 Shuttering

    Drophead. The main beam connec- tion (2.1) must be mounted in the middle of the beam support (1.2) of the SKYDECK heads. (Fig. A4.02a / A4.02b / A4.02c) 6. Secure Main Beam SLT 225 (2) with Wall Holder SWH-2 (8).
  • Page 20 Holder SWH-2 or push into the edge of the panel. 3. Tighten Wall Holder SWH-2 with Wingnut Pivot Plate on the wall. Fig. A4.08 4. Remove tripods. (Fig. A4.08) J The wall holder isassembled. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 21: Transverse Bay

    Use tripods again in the next bay. Fig. A4.10 Components Drophead SFK Main Beam SLT Panel SDP Prophead SSK Wall Holder SWH-2 1,50 m 2,275 m Fig. A4.11 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 22: Longitudinal Bay

    Fig. A4.13 stalling. If the SKYDECK Guardrail Holder is used, this must be installed during set- ting of the panels. For details, see Sec- tion A8. Components Main Beam SLT...

  • Page 23: Standard Bay

    Fig. A4.16 The Prophead SSK is not a substi- tute for the Drophead. Without the Drophead, the Cover 50 mm Strip (4) has no supporting effect. Fig. A4.17 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 24 2 panels with one main beam. Possible applications 1. Panel joint in the middle of main beam 2. Overlapping panel Side view Fig. A4.20 Fig. A4.21 Fig. A4.22 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 25 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 26: A5 Compensations

    10 Edge Beam SRT-2 75 10* Edge Beam SRT-2 75, suspended No End Support SSL without any direct 11 End Support SSL support through Prophead, Drophead or 12 Filler Timber SPH Combihead. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 27: Combihead Sck

    Mounting the main beam The Main Beam SLT must be mounted in the middle of the beam support of 9 12 the SKYDECK Heads. The main beam connection (2.1) encloses the main beam support (7.1) of the head. (Fig. A5.10) Fig.
  • Page 28 Combihead. (Fig. A5.17e + A5.17f) Components Drophead SFK Main Beam SLT Panel SDP Combihead SCK 14 Triangular Frame SDR Fig. A5.17e Fig. A5.17f SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 29 Combihead (7) is always installed trans- versely if it is positioned under a cover strip. As a result, the panels are prevent- ed from slipping out of position. (Fig. A5.19 C) Fig. A5.19 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 30: Triangular Frame Sdr

    (Fig. A5.21) 2. Depending on the required load-bear- ing capacity, continue forming with Fig. A5.21 filler panels. See PERI Tables. 3. Forming of gaps up to 75 cm, see following pages. – Take into account the load-bearing capacity and supporting direction of the formlining.
  • Page 31 11 End Support SSL 12 Filler Timber SPH 13 Timber 14 Triangular Frame 15 Additional prop with crosshead and formwork girder 16 21 mm formlining provided by the contractor SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 32 (15). 4. Install formlining and secure in posi- tion with nails. (Fig. A5.28 – A5.30) Fig. A5.28 20.1 – 74.9 Fig. A5.29 20.1 – 74.9 Fig. A5.30 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 33: Transverse Compensations 31 A17

    Panel SDP 75 x 75 (3a). (Fig. A5.31 + A5.32) 2. Depending on the required load-bear- ing capacity, continue forming with filler panels. See PERI Tables. 3. Form gaps up to 75 cm; see following pages. – Take into account the load-bearing ca- pacity and supporting direction of the formlining.
  • Page 34 2. Install Panel (3). 3. Install Edge Beam SRT-2 (9) or Filler Timber SPH (12) in the Combihead (7). 4. Install formlining (16) and secure with nails. (Fig. A5.36) Fig. A5.36 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 35 Combihead SCK Edge Beam SRT-2 150 12 Filler Timber SPH 13 Timber 15 Additional prop with crosshead and formwork girder 16 Formlining 20 Panel Wedge Clip SPKK Fig. A5.40 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 36: A6 Shuttering Around Columns 34 A18

    10 Edge Beam SRT-2 75 Fig. A6.02 Fig. A6.03 9* Edge Beam SRT 150, suspended 10* Edge Beam SRT 75, suspended 12 Filler Timber SPH 13 Timber Fig. A6.04 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 37: Recessed Panels

    SPH, see Table A6.02 on next page. (Fig. A6.07 + A6.08) With smaller cross-sections, form infill areas with Panel SDP 37.5. Take into account the supporting direc- tion of the formlining. Fig. A6.08 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 38: Recessed Panels

    0.30 ≤ 0.70 0.40 ≤ 1.15 Table A6.01 For other slab thicknesses, the values are interpolated linearly. Take into account the supporting direction of the formlining. Table A6.02 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 39: Recessed Main Beams

    Components Prophead SSK Edge Beam SRT-2 150 9* Edge Beam SRT 150, suspended 10 Edge Beam SRT-2 75 11 End Support SSL 12 Filler Timber SPH 13 Timber SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 40: A7 Horizontal Bracing

    10.31 9.44 EN 12812 are to be accommodated by the building walls, columns or bracings. 9.26 8.48 SKYDECK is able to transfer these loads 8.39 7.69 into the building columns according to 7.68 7.03 Table A7.01 without requiring any addi- 7.07...

  • Page 41: General

    Fig. A7.03a means of cotter pins. (Fig. A7.03b) Components Anchor Chain (permissible ten- sion force = 3 kN) Base Plate RS 24.1 Anchor Bolt PERI 14/20 x 130 Scaffold Tube Tension Sleeve SAO 24.1 Fig. A7.03b SKYDECK Panel Slab Formwork...

  • Page 42: Transfer Of Horizontal Loads From A Casting Segment

    = 0.75 m c = 1.50 m c = 0.75 m pressure pressure 7.83 1.430 0.715 0.540 0.270 2.447 1.224 0.033 0.016 1.291 0.645 Excerpt from Table A14.01 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 43 LFK 1 for edge areas. Through reciprocal elimination on both sides of the 1.02 kN 2.447 kN open building edge, this value must be deducted from both sides. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 44: A8 Cantilevers, Guardrails

    2-fold horizontal load from the wind and sion force = 3 kN) 1-fold load from the stopend formwork Base Plate RS pressure. Additional bracing is required. 24.1 Anchor Bolt PERI 14/20 x 130 24.1 Tension Sleeve SAO SKYDECK Platform SDK ≤ 37.5 2.25 m...

  • Page 45: Guardrails With Handrail Unit Sd

    A8 Cantilevers, Guardrails Guardrails with Handrail Unit SD – SD 75 – SD 150 The SKYDECK Handrail Unit SD secures site personnel working on a casting seg- ment against falling in the main field di- rection. 25.1 Risk of falling! During assembly of the Handrail 25.2...

  • Page 46: Skydeck Guardrail Holder Sgh And Guardrail Post Sgp

    3. Insert guardrail posts (18). 4. Insert guardrail boards and secure with nails. (Fig. A8.10) Fig. A8.10 Components 17 Guardrail Holder SGH 18 Guardrail Post SPG 20 Panel Wedge Clip SPKK SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 47: Skydeck Panel Slab Formwork

    SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 48: Skydeck Platforms

    Assembly of the slab formwork in con- – Work to be carried out by qualified nection with SKYDECK Platform SDB is personnel only! carried out in four areas. ( I – IV) The sequence must be maintained.

  • Page 49: Corner Table (Area L)

    (Fig. A9.03a) 2.6 Main Beam SLT 375 Prophead SSK 35 MULTIPROP Prop MP 36 MULTIPROP Frame MRK 37 Bolt M12 x 140 38 Table Connector STV SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 50 2.6 Main Beam SLT 375 17 Guardrail Holder SGH 20 Panel Wedge Clip SPKK 21 Panel Clip SPK 37 Bolt M12 x 140 Fig. A9.05 39 Tension Sleeve SAO 40 Timber SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 51 4. Connect the Frames MRK 150 to the Frames MRK 225 (36.1) with at least one scaffold tube L = 2.25 m (31) and three scaffold couplings. (Fig. A9.06) 5. Mount the inner SKYDECK Platform SDB (45). (Fig. A9.06a) 6. Insert Panels SDP. Position corner table Fig.
  • Page 52 Scaffold coupling During assembly, measures must be taken to prevent falling, e.g. PPE! MRK 150 4. Mount the SKYDECK Platform SDB (45): see A9 Platform installation. 5. Close the filler areas: see A5 Com- pensations and A6 Shuttering of Fig. A9.07...

  • Page 53: Cantilevers (Area Ll)

    Filler Panel 150 x 37.5 (3a) as far as Support the platform support (2.7) of the Main Beam SLT 375. For example, with the PERI Stripping Cart ASW 465. Fig. A9.09 Components Drophead SFK – Depending on the thickness of the –...

  • Page 54: Open Edge Areas (Area Lll)

    Main Beam SLT 225 2.6 Main Beam SLT 375 10 Edge Beam SRT 19 Timber 20 Panel Wedge Clip SPKK 45 SKYDECK Platform SDB 300 46 SKYDECK Platform SDB 150 47 SKYDECK Platform SDB 225 Fig. A9.10 Fig. A9.11 SKYDECK Panel Slab Formwork...

  • Page 55: Platform Installation

    5. Install other platforms in the same Fig. A9.13 way with the shuttering aid. 6. Close infill areas < 75 cm using con- tractor’s own resources, e.g. scaffold planks 24 x 4.5 cm. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 56: Striking

    Fork under the timbers of the table. 45 SKYDECK Platform SDK Open edge areas 4. Loosen the tension chains on the cor- 1. Strike the SKYDECK slab formwork in ner tables. Area IV, see ground plan Fig. A9.01, 5. Retract the MULTIPROP Props MP.

  • Page 57: Working And Safety Scaffold

    A9 SKYDECK platforms Working and safety scaffold Use the SKYDECK Platform SDB 300 for longer slab sections. Slide Also for corner tables, the Platform SDB 300 can be used instead of the Platform SDB 150. Use the Platform SDB 225 as a com- pensation platform.

  • Page 58: Changing Direction

    Assemble slab formwork in the direc- tion of the main bay with slab props, Prophead SSK (6), Main Beam SLT 225 (2) and Panels SDP (3): see Section A4 Shuttering. Fig. A10.02a SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 59 Main Beam SLT 150 Main Beam SLT 225** Panel SDP** Filler Timber SPH Filler plate * Transition Head SDSK 26.1 ** Depending on size of bay or plan Fig. A10.04 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 60: System With Drophead Sfk

    3.1 9/12 tion of the main bay with slab props, Drophead SFK (1), Main Beam SLT 225 (2) and Panels SDP (3): see Section A4 Shuttering. Fig. A10.06a SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 61 Drophead SFK in the direction of the main bay, a 75 cm intermediate Fig. A10.09 bay is to be installed. After this, installa- tion continues with spacings of 1.50 m. (Fig. A10.09) SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 62: A11 Inclined Slabs

    6. Tension Anchor Chain. (Fig. A11.01) Components Anchor Chain (permissible ten- sion force = 3 kN) Base Plate RS 24.1 Anchor Bolt PERI 14/20 x 130 Tension Sleeve SAO SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 63: Bracing With Tension Unit Sd

    (Fig. A11.05 + A11.06) 8. Tension the Tension Unit using a Triple Wingnut. Fig. A11.05 Components Base Plate RS 24.1 Anchor Bolt PERI 14/20 x 130 Tension Unit SD Fig. A11.06 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 64: A12 Striking

    A12 Striking Setting times: see Tables! Keep access ways free! Dismantling takes place from a safe and secure position, e.g. with PERI Stripping Cart ASW 465. Lowering – Lower dropheads over large area. Re- lease wedges with hammer. Pay at-...
  • Page 65 – remove Cover Strips SAL (4). With larger spans, begin in the middle with lowering and removal of the props. Fig. A12.04 Cleaning Clean SKYDECK components before the next use and spray once again, e.g. with PERI Bio Clean. See introduction “Cleaning and mainte- nance”.

  • Page 66: Site Record

    Horizontal support for the formwork available in all directions? ..........Mounted parts are obviously undamaged? ..........Required bracing has been mounted? ..........Place Date Site manager in charge (Signature) SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 67: A14 Horizontal Loads With Slab Props Pep

    * Load case combination LFK 1: working operations + tilting position + stopend formwork pressure + working wind speed. ** Load case combination LFK 2: tilting position (without concrete load) + maximum wind speed [before concreting]. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 68: Inclined Slabs

    22.30 41.1 23.53 43.2 24.75 45.3 Table A15.01 SKYDECK Tension Unit SD – bracing angle α selection Angle α possible clear room height possible clear room height Tension Unit with SSK and SLT 225 with SFK and SLT 225 min h...
  • Page 69 6.5 kN 36.6 kN 4.9 kN 35.2 kN 60 ° 1.0% 0.6 ° 31.2 kN 9.4 kN 39.3 kN 7.5 kN 37.7 kN 5.6 kN 36.1 kN Table A15.03 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 70 31.2 kN – – 15.2 kN 43.7 kN 11.4 kN 40.6 kN 60 ° 5.0% 2.9 ° 31.2 kN – – – – 13.1 kN 42.6 kN Table A15.04 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 71 55 ° 9.0% 5.1 ° 31.2 kN – – – – – – 60 ° 9.0% 5.1 ° 31.2 kN – – – – – – Table A15.05 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 72: System With Prophead Ssk

    6.4 kN 35.8 kN 4.8 kN 34.5 kN 60 ° 1.0% 0.6 ° 30.5 kN 9.2 kN 38.5 kN 7.3 kN 36.9 kN 5.5 kN 35.3 kN Table A15.06 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 73 14.9 kN 42.8 kN 11.2 kN 39.7 kN 60 ° 5.0% 2.9 ° 30.5 kN 21.4 kN 49.1 kN 17.1 kN 45.4 kN 12.8 kN 41.7 kN Table A15.07 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 74 30.5 kN – – 23.4 kN 49.7 kN 17.6 kN 44.9 kN 60 ° 9.0% 5.1 ° 30.5 kN – – – – 20.2 kN 48.0 kN Table A15.08 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 75: Prop Loads

    When calculating the prop load. the actual extension length may be used. Dead load 0.20 kN/m The exact extension length of the prop when using the SKYDECK drophead is: Concrete load 24.5 kN/m x d [m] clear room height minus 0.41 m.

  • Page 76: Prop Loads

    When calculating the prop load, the actual extension length may be used. Dead load 0.20 kN/m The exact extension length of the prop when using the SKYDECK Prophead is: Concrete load 24.5 kN/m x d [m] clear room height minus 0.33 m.

  • Page 77: Edge Beam Srt 150, Srt

    1 kN/m² on the slab which has 0.30 struck early, is to be considered. 0.35 * Guide values according to Leonhard for cement Z 0.40 – 1.09 35, CEM I 32.5 R. SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 78: Filler Plates, Forming Around Columns

    3.23 2.84 2.56 2.35 2.10 1.86 1.68 1.53 1.46 1.42 Filler Timber SPH or Edge Beam SRT-2 Perm. width B [m] of the filler plate max. 0.40 m SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 79: A18 Slab Props

    20.3 22.1 All PEP 20 Props correspond to Class D When using PERI Slab Tables, the *For the N Props, a use of the inner of DIN EN 1065, i. e. the permissible permissible load for all PEP 20 Props...

  • Page 80: Pep 20 With Base Mp 50

    5.50 17.6 17.7 *For the N Props, use of the inner tube at the bottom is only possible in connection with PERI Slab Tables or SKYDECK (bolted head). SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 81: Pep 30

    33.2 34.9 All PEP 30 Props correspond to Class E When using PERI Slab Tables, the per- of DIN EN 1065, i. e. the permissible missible load for all PEP 30 Props is a load for all extension lengths is a mini- minimum of 40 kN (PEP 30-150 = 35 kN) mum of 30 kN.

  • Page 82: Pep 30 With Base Mp 50

    30.9 40.3 40.3 3.90 27.8 28.7 40.3 40.3 4.00 25.6 26.3 39.4 40.3 4.10 36.7 37.9 4.20 34.3 35.2 4.30 32.0 32.9 4.40 29.9 30.5 4.50 27.6 28.2 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 83: Pep Ergo B

    13.2 17.4 3.50 12.4 15.7 Note: PERI PEP Ergo B-300 and PEP Ergo B-350 Props meet ■ the load-bearing capacity requirements of Prop Class B as stipulated in DIN EN 1065. General Building Inspectorate Approval Z-8.311-934 ■ issued by the German Institute for Building Technology (DIBt).

  • Page 84: Pep Ergo D

    5.00 21.4 24.7 Note: PERI PEP Ergo D-150, PEP Ergo D-250, PEP Ergo D-350, PEP Ergo D-400 and ■ PEP Ergo D-500 Props fulfil Prop Class D load-bearing capacity requirements of DIN EN 1065. In addition, the PEP Ergo D-250 Prop fulfils Prop Class B requirements as stipulated ■...

  • Page 85: Pep Ergo E

    43.7 36.2 39.8 33.1 35.3 Note: PERI PEP Ergo E-300 and PEP Ergo E-400 Props fulfil ■ Prop Class E load-bearing capacity requirements of DIN EN 1065. General Building Inspectorate Approval Z-8.311-941 ■ of the German Institute for Building Technlogy (DIBt).

  • Page 86: Multiprop

    Item no. 022027. 5.80 26.4 29.6 When using PERI Slab Tables, the permissible load of the MULTIPROP MP 350 5.90 25.1 27.9 Prop is a minimum of 56 kN and a minimum of 36 kN for the MP 480 over the 6.00...
  • Page 87 SKYDECK Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 88: Components

    SKYDECK Panel Slab Formwork Item no. Weight kg Panels SDP 061000 15.500 Panel SDP 150 x 75 1500 061011 11.700 Panel SDP 150 x 50 1500 061020 9.780 Panel SDP 150 x 37.5 1500 061010 8.560 Panel SDP 75 x 75...
  • Page 89 SKYDECK Panel Slab Formwork Item no. Weight kg 061110 9.690 Main Beam SLT 150 For filler areas. 1500 1120 Cover Strips SAL 061026 1.580 Cover Strip SAL 150 1500 061027 0.794 Cover Strip SAL 75 061024 0.524 Cover Strip SAL 50 061038 0.400...
  • Page 90 SKYDECK Panel Slab Formwork Item no. Weight kg 061210 6.180 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. 061200 3.860 Prophead SSK With self-locking coupling. Supports main beams, panels, edge girders and filler timber.
  • Page 91 SKYDECK Panel Slab Formwork Item no. Weight kg Filler Timbers SPH 061049 3.350 Filler Timber SPH 150 061036 5.020 Filler Timber SPH 225 For compensations with 21 mm plywood formlining. 1500 / 2250 Triangular Frames SDR 061021 8.660 Triangular Frame SDR 150 x 75 061022 5.350...
  • Page 92 061280 0.778 Fixes panel on main beam. 061052 2.590 Table Connector STV For assembling SKYDECK Slab Tables. Also allows the fixing of intermediate props at the main beam. 061300 2.240 Erection Aid SSH For forming with SKYDECK. Adjustable in 7 .5-cm-increments.
  • Page 93 SKYDECK Panel Slab Formwork Item no. Weight kg 061310 0.996 Tension Sleeve SAO Technical Data For bracing cantilevered main beams. Permissible tension force 3.0 kN. Tension Unit SD 123633 12.100 3855 061060 108.000 Platform SDB 150 Technical Data Work and safety scaffold. Scaffold width 1.30 m.
  • Page 94 Permissible load 150 kg/m With continuous 39 mm thick decking and foldable handrail frame. 2990 061250 4.760 Guardrail Holder SGH, Alu Technical Data For assembling a guardrail with SKYDECK. Maximum width of influence 1.55 m. 1500 1640 Accessories Guardrail Post SGP 061260 6.150...
  • Page 95 1 pc. 018050 Pin Ø 16 x 65/86, galv. 1 pc. 018060 Cotter Pin 4/1, galv. Ø13 Ø21 124777 0.210 Anchor Bolt PERI 14/20 x 130 Note For temporary fixation to reinforced concrete See PERI data sheet! structures. Drilling Ø 14 mm.
  • Page 96 Item no. Weight kg 061530 82.400 Pallet SD 150 x 225, galv. Complete with For stacking and transportation of 48 SKYDECK 5 pc. 100707 Lashing 25 x 5750 mm Panels 150 x 75. Note Follow Instructions for Use! Technical Data Permissible load-bearing capacity 750 kg.
  • Page 97 Forklift arm length 1800 mm, forklift arm width 550 mm, stroke range 115 mm. Permissible load-bearing capacity 2.0 t. 061520 403.000 Transportation Fork SUG, galv. Note For moving SKYDECK Slab Tables. Follow Instructions for Use! Technical Data Permissible load-bearing capacity 1.0 t. 3900 1224...
  • Page 98 SKYDECK Panel Slab Formwork Item no. Weight kg 035500 72.800 Stripping Cart, Alu Note Mobile working scaffold. Height-adjustable in Follow Instructions for Use! 25-cm-increments. Platform height max. 2.00 m. Technical Data Permissible load 100 kg/m 1800...
  • Page 99 SKYDECK Panel Slab Formwork Item no. Weight kg 102031 363.000 Stripping Cart ASW 465, compl. Complete with Mobile working scaffold. Height-adjustable in 1 pc. 102025 Folding Base Unit 160/190 ASW 30-cm-increments. Platform height max. 4.65 m. 6 pc. 102035 Vertical Frame 70/90 ASW 6 pc.
  • Page 100 Handrail Unit SD 75 118323 18.000 Handrail Unit SD 150 For assembling a Guardrail on a casting segment with SKYDECK. Assembling in a rectangular angle on top of the Main Beams. 750 / 1500 Pallet Handrail Unit SD 75 Note 126630 123.000...
  • Page 101 SKYDECK Panel Slab Formwork Item no. Weight kg 126580 134.000 Pallet Handrail Unit SD 150 Note For stacking and transportation of 10 SKYDECK Follow Instructions for Use! Handrail Units SD 150. Technical Data Permissible load-bearing capacity 200 kg. 1995 1030...
  • Page 102 Tunnel Formwork Shoring Systems Construction Scaffold Facade Scaffold Industrial Scaffold Access Protection Scaffold Safety Systems System-Independent Accessories Services PERI GmbH Formwork Scaffolding Engineering Rudolf-Diesel-Strasse 19 89264 Weissenhorn Germany Tel. +49 (0)7309.950 - 0 Fax +49 (0)7309.951- 0 info @ peri.com www.peri.com...

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