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Peri SKYMAX Instructions For Assembly And Use

Large panel slab formwork
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SKYMAX
Large Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration – Version 2.0

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Summary of Contents for Peri SKYMAX

  • Page 1 SKYMAX Large Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration – Version 2.0...

  • Page 2: Table Of Contents

    Double telescopic girder Corner areas Panel Clips SXP C and Longitudinal infill Assembly Aid SXP MA Width compensation A11 Component compatibility Control range Component compatibility in the General aluminium and polymer versions Lowering head system Backpropping Prop head system SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 3 Storage and transportation Transport Pallet SXP TP 200x200 Single-use Pallet SXP TPO 200x100 Crate Pallet 80 x 120 Transport Pallet SXP TPF 200x100 Transport Pallet SXP TPF 200x66.5 RFID RFID in the SKYMAX system Application Installing RFID in polymer panels Cleaning and maintenance Static design Design information Notes on structural design Implementation log Prop loads System with Prop Head SXP S...

  • Page 4: Overview

    Overview Main components Panels Starter beam Prop heads Shuttering aid (not shown) Wall holder Column frame Guardrail post holder (not shown) Guardrail unit Bracing (not shown) SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 5: Key

    Type and source of hazard! Arrow representing an action Consequences of non-compliance. ⇒ Preventative measures. Arrow representing a reaction of an action* Arrow representing forces * If not identical to the action arrow. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 6: Introduction

    PERI Structural Design Information User information: – SKYMAX Large Panel Slab Formwork – PERI UP Flex Mobile Working Platform ■ ■ Instructions for Assembly and Use: Technical Data Sheet for Tie Bolt PERI 14/20 x 130 ■ – PEP Ergo Slab Props Design Tables 2015 – Formwork and Shoring – RS and RSS Push-Pull Props – PERI UP Flex core components – PROKIT EP110 Safety Systems –...

  • Page 7: Intended Use

    Slab thickness of max. 55 cm for constructing slab thicknesses up to PERI prop load table for the SKYMAX aluminium version. 35 cm; with or without centre support. system: Slab thickness of max. 35 cm for –...

  • Page 8: Cleaning And Maintenance Instructions

    The production date is engraved on both front sides of the panels. Example Produced in November 2020 – component can be used until October 2030. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 9: Safety Instructions

    Use can be used as the basis for Corresponding proof of stability can be personal protective equipment required creating a risk assessment. The risk provided by PERI on request, if the risk for the assembly, modification or assessment is compiled by the assessment and resulting measures to dismantling of the formwork system, contractor.

  • Page 10: System-Specific

    28 km/h and more. For this, connect Use original PERI storage and transport props with a sufficient load-bearing panels to each other and secure by systems, e.g. crate pallets, pallets or capacity.

  • Page 11: A1 Prop Heads

    (See Section “E3 Prop loads” on page 142 and Section “E4 Slab props” on page 149) Lowering Head SXP L T2 SKYMAX Panels can be lowered individually or in pairs using the 6.6 + 6.7 Lowering Head SXP L T2 (6). The hook blocks (6.8) of the prop heads point in the shuttering direction.
  • Page 12 → Lowering head is mounted and prepared. Fig. A1.02d Fig. A1.02e The difference between the new version SXP L T2 and its predecessor SXP L is that the wedge impact direction of the new version SXP LT2 is rotated through 180°. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 13: Lowering Head Sxp Lq

    43.5 Lowering Head SXP LQ (43) and the Lowering Head SXP L T2 is the assembly process. The preparation 43.4 process is the same. SKYMAX Panels can be lowered individually or in pairs using the 43.8 Lowering Head SXP LQ (43). The hook blocks (43.8) of the prop Fig. A1.05 heads point in the shuttering direction.
  • Page 14 2. Undo and open the quick-release bracket (43.1). (Fig. A1.05b) 3. Pull the Lowering Head SXP LQ (43) out of the prop (Fig. A1.05a) → The Lowering Head SXP LQ (43) has 43.2 been removed. 43.2 Fig. A1.05d 43.1 43.2 Fig. A1.05c SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 15: Prop Head Sxp S

    PEP Slab Props. The PEP Alpha-2 class slab props with end plates with an opening of 50 mm and 60 mm must not be used. Prop Head SXP S 7.1 Locking slide 7.2 Sleeve 7.3 Hook block Fig. A1.04 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 16 2. Turn the prop head by approx. 45° in an anticlockwise direction (from the point of view of the prop head) and remove it from the end plate. (Fig. A1.04e) → Prop head is now dismantled. Fig. A1.04d Fig. A1.04e SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 17: Prop Head Sxp S Poly

    Prop Head SXP S POLY with Tensioning Unit SXP TU 15 in the bay: Horizontal loads may only be accumulated by means of pressure! Disassembly Lift the locking clip and pull the Prop Head SXP S POLY down from the end plate (Fig. A1.07) 31.1 Fig. A1.09 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 18: A2 Panels

    3.2 Recessed grips 3.3 Shuttering profile 3.5 Connection for Tensioning Unit Bracing SXP TU 3 66.5 T2 3.6 Prop head support at system Fig. A2.01a distance 3.7 Recessed prop head support 3.8 Edge profile 3.9 Transverse profile 3.10 RFID transponder SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 19 26.10 RFID transponder 1.8 / 3.8 / 26.8 1.9 / 3.9 / 26.9 Fig. A2.02 1.3 / 3.3 /26.3 1.5/3.5 1.7 / 3.7 / 26.7 1.7 / 3.7 / 26.7 1.6 / 3.6 / 26.6 Fig. A2.02a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 20: Panel Sxp P Poly

    3.6a Recessed prop head support 1.8a 3.7a Edge profile 3.8a 3.8a Transverse profile 3.9a RFID transponder (optional) 1.9a 3.9a Fig. A2.04 1.7a 3.7a 1.6a 1.3a 3.6a 1.6a 1.5a 3.3a 3.6a 3.5a Fig. A2.04a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 21: A3 Starter Beam

    The stopend profile compensates for height differences in the walls and prevents the starter beam from sitting on the structure. Following assembly, the SKYMAX sticker must be legible from the front. Fig. A3.01 Starter beams are available in three lengths: Starter beam SXP SB 300 (9)

  • Page 22: A4 Shuttering Aid

    ■ Close the linch pin. ■ Check that the inner tube is secure. ■ Check that the linch pin is complete 21.2 and functioning correctly before using it. 21.2 Fig. A4.02a Fig. A4.02b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 23 Close the linch pin. ■ Check that the inner tube is secure. ■ Check that the linch pin is complete and functioning correctly before using it. Fig. A4.03 27.2 27.2 Fig. A4.04a Fig. A4.04b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 24 Swing the prop guide (28.1) past the prop. Now the prop can be guided to a suitable position. (Fig. A4.06) Fig. A4.05a The length is adjustable in 10 cm increments from 2.90 m to 4.40 m 28.1 Fig. A4.05 Fig. A4.06 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 25: Stripping Hammer Sxp Sh

    The length is adjustable in 10 cm increments from 2 m to 3.70 m. Fine adjustments are made using the built-in Betomax rod. This can be extended steplessly up to 1.20 m. Fig. A4.06a Wedge Fig. A4.06 29.1 Fig. A4.06b Fig. A4.06b Fig. A4.07 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 26: A5 Wall Holder

    4. Cover projecting tie rod with protective caps (18.4). 18.3 5. It may be necessary to adjust the wall holder in order to attach a starter beam or panel. (Fig. A5.02) Fig. A5.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 27 Start with the first panel row. (Fig. A5.04) Secure each starter beam SXP SB 300, (9) Fig. A5.03 SXP SB 100, (10) SXP SB 66.5 (11) with a Wall Holder SXP W. Mount the wall holder centrally on the starter beam. Fig. A5.04 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 28: A6 Column Frame

    ≤ 30 cm. The cross struts are adjustable in steps of 8.5 cm. 2. Release the locking pin and allow it to engage in the relevant hole in the frame profile (5.1). (Fig. A6.01a) Fig. A6.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 29: A7 Guardrail Unit

    2. Pull the Traverse SXP GU 100 out towards the inside of the panel. 16.1 Fig. A7 .01a The procedure for installing the guard- rail is described in “B7 Cantilevers, guardrails” on page 78 ff. Fig. A7 .01b Fig. A7 .02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 30: A8 Guardrail Post Holder

    (Fig. A8.02c) 17.3 The Guardrail Post Holder SXP GPL T2 is installed in the same way, only back- to-front. 17.4 Not suitable for guardrails on the long Fig. A8.02a Fig. A8.02b sides of panels. 17.2 17.1 Fig. A8.02c SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 31: A9 Tensioning Unit

    (1.5a + 1.5b). (Fig. A9.02d) Fig. A9.02c 6. Attach the 3.0 kN anchor chain to the eye-lug of the Bracing SXP TU 3 T2. (not shown) Fig. A9.02a Fig. A9.02d SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 32 (22) so that the tongues are no longer perpendicular to the slots (1.5a + 1.5b). 2. Press and lift the bracing slightly to the left and feed the metal pin on the right back through the slot. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 33: (For Use In Polymer Panel)

    (1.5a + 1.5b). (Fig. A9.03d) Fig. A9.03c 6. Attach the 3.0 kN anchor chain to the eye-lug of the Bracing SXP TU 3 T2. (not shown) Disassembly See aluminium version Fig. A9.03a Fig. A9.03d SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 34: Bracing Sxp Tu 3 66.5 T2

    The insertion process is similar to that for the Bracing SXP TU 3 100 T2, the difference being that there are lugs (24.1) on one side only. Guidance is only possible with a prop, as the Tensioning Unit SXP TU 15 (24) cannot be installed on the ground. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 35 (Fig. A9.08) Traverse support required by means of a slab prop. Vertical load on prop: – Push-pull prop at 45°: V = 10.6 kN Fig. A9.08 – Push-pull prop at 60 °: V = 13.0 kN SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 36: Transverse Tension Unit Sxp Tut

    5. Tension the anchor chains evenly. 6. Set up the slab prop. (Fig. A9.11) Disassembly Disassembly is carried out in reverse order. Start by releasing the tension on the anchor chains. Fig. A9.10 Additional slab prop Fig. A9.11 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 37: A10 Additional Components

    3. Insert the linch pins (12.1) and close them. (Fig. A10.03) 4. Check that the components are securely fitted. → The double compensation beam (30) Fig. A10.03) 12.2 is prepared. 12.3 12.1 Fig. A10.03a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 38: Telescopic Girder Sxp Tbr 200-300

    12 cm distance from the first to the 32.1 second setting (not 20 cm). For applications: 2.0 m to 3.0 m. Set the required length and secure with bolt and cotter pin. Fig. A10.05 Fig. A10.06 32.3 32.2 Fig. A10.06a 12.1 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 39: Double Telescopic Girder

    (32.3). 4. Insert the linch pins (32.1) and close them. (Fig. A10.06 + A10.06a) 5. Check that the components are securely fitted. → The double compensation beam (33) is prepared. (Fig. A10.06) SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 40: Panel Clips Sxp C And Assembly Aid Sxp Ma

    3. Position the panel clip and the assembly aid between two panels and turn the shuttering aid counterclockwise around its own axis. → The panels are pressed against each other. Fig. A10.09a Fig. A10.09b Fig. A10.09 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 41: A11 Component Compatibility

    Prop head for aluminium version Prop head for polymer version Lowering Head SXP L T2 Lowering Head SXP LQ Guardrail unit Guardrail post holder Bracing Wall holder Striking aid Panel clamp Transport pallet Girder compensation RFID integration Rental warehouse * optional SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 42: B1 Shuttering - General

    ■ When working on areas at great the example here, with heights, choose a safe working area, Lowering Head SXP L T2. e.g. mobile scaffolds. ■ Shuttering from above is only permitted with PPE. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 43: B2 Starter Beam

    – Set up the second prop at the shorter wall with a spacing of 2.90 m 2.90 m to the first prop. (Fig. B2.01a) 1. Prop 2. Prop Fig. B2.01a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 44 8. Screw the slab props (50c + 50d) upwards until they make contact with the starter beam, do not raise the starter beam. (Fig. B2.03) → The first starter beam is installed. Fig. B2.02a Fig. B2.02b Fig. B2.03 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 45 100 cm (10) or 66.5 cm long. ■ The position of the final slab prop is determined by the width of the filler area. See Section “B5 Filler areas” on page 56 Fig. B2.05 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 46: B3 Control Range

    3. Erect another prop (50c) next to the rear prop (50b). Attach the second panel (1) to the heads of the props, Fig. B3.01 swing it up and secure it with Shuttering Aid SXP A (21). (Fig. B3.03) Fig. B3.02 Fig. B3.03 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 47 B3 Control range 4. Fit the two front props (50). (Fig. B3.04) 5. Complete the Frames PRK (58) on the first panel using two more frames to form a rectangle. (Fig. B3.05) Fig. B3.04 Fig. B3.05 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 48: Panels

    (1.6) in the panel. (Fig. B3.06 + B3.07) 2. Grip the panel in the middle of the edge profile using the Shuttering Aid SXP (21) and push it upwards (Fig. B3.08) Fig. B3.07 Fig. B3.08 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 49 (Fig. B3.10) ■ Make sure that the propped panels are at the same height. It is easier to install slab props if this is the case. Fig. B3.09a Fig. B3.10 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 50 Fig. B3.11 outward. The shuttering aid can be removed from the preceding panel in order to install the next panel. Fig. B3.11a Fig. B3.12 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 51 Secure every second panel row with Wall Holder SXP W! ■ The position of the final row of slab props is determined by the dimensions of the longitudinal infill. See Section “B5 Filler areas” on page 56. Fig. B3.14 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 52: Forming Above 3.80 M

    B3 Control range Forming above 3.80 m Recommendation: up to a height of 4.70 m Position the PERI UP Mobile Working Platform 100 (59). Together with another worker, pick up the panel from the stack and climb up the wide stairs onto the PERI UP Mobile Working Platform (59) and hook in the panel (Fig. B3.15) This is pivoted upwards in the same way as you would for heights up to 3.80 m,...

  • Page 53: Arrangement Of Prop Heads Sxp S

    (7c) when the slab thickness is > 40 cm. ■ As a final row of props (7d). ■ As props in the filler area (7e) ■ At a change of direction (7f) (Fig. B3.17) Fig. B3.17 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 54: Assembly Without A Starter Beam

    (1.7) to the teeth of Prop Heads SXP S (7). (Fig. B3.18b) 3. For the rest of the assembly procedure, see Section “Panels (aluminium and polymer versions)” on page 48. Fig. B3.18a Fig. B3.18b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 55: B4 Change Of Direction

    Continue to use the panel grid whenever possible when there is a change of direction. Otherwise, secure slab props that are not held in the prop support of a panel with tripods. Fig. B4.01a Fig. B4.01b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 56: B5 Filler Areas

    Fig. B5.01 The filler area can be installed in the edge areas (along the wall) or in the internal area. Compensation beam with clearance <= 30 cm. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 57: Width Compensation

    If the room width amounts to a number of full metres, check whether the full Fig. B5.02 width of the room can be shuttered with panels SXP P . Components 1 Panel SXP P 200X100 3 Panel SXP P 200X66.5 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 58: Longitudinal Infill

    If the room length amounts to a number of full metres, check whether the full length of the room can be shuttered with panels SXP P . Components 1 Panel SXP P 200X100 3 Panel SXP P 200X66.5 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 59: Component Overview

    This results in a change of direction in a longitudinal infill case. If necessary, move the point of support in order to push up the longitudinal infill panels. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 60: Residual Gap

    4. Cut the formwork panel to the right Polymer version width. 5. Screw the formwork panel firmly onto both compensation beams using at least 4 screws, each placed no more than 50 cm apart. (Fig. B5.05) Fig. B5.05a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 61 5. Cut the formwork panel to the right width. Polymer version 6. Screw the formwork panel firmly onto both external compensation beams using at least 4 screws, each placed no more than 50 cm apart. (Fig. B5.06) Fig. B5.06a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 62: Filler Designs

    3 Panel SXP P 200X66.5 12 Compensation Beam SXP AB 200 T2 30 Double Compensation Beam SXP AB 200 T2 77 – 86 cm 77 – 86 10 – 19 Fig. B5.07a 86 – 100 cm 86 – 100 19 – 33 Fig. B5.07b 100 – 110 cm 100 – 110 33 – 43 Fig. B5.07c 110 – 119 cm 110 – 119 10 – 19 Fig. B5.07d SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 63 Fig. B5.07f 143 – 152 cm 143 – 152 10 – 19 * Additional panel for special longitudinal infill case Fig. B5.07g 152 – 166 cm 152 – 166 19 – 33 * Additional panel for special longitudinal infill case Fig. B5.07h SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 64 166 – 177 cm 166 – 177 33 – 43 * Additional panel for special longitudinal infill case Fig. B5.07i 177 – 186 cm 177 – 186 10 – 19 Fig. B5.07j 186 – 200 cm 186 – 200 19 – 33 Fig. B5.07k 200 – 210 cm 200 – 210 33 – 43 Fig. B5.07l SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 65: Corner Areas

    Two at each end of the main beam, one at the end of the extended beam. Telescopic girder with clearance <= 30 cm. Components 12 Compensation Beam SXP AB 200 T2 26 Panel SXP P 100x100 32 Telescopic Girder SXP TBR/ TBL 200-300 33 Double Telescopic Girder SXP TBR/ TBL 200-300 Fig. B5.09 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 66 (Fig. B5.10 + B5.10a) 4. Mount safety equipment on the slab formwork. 5. Cut the formwork panel to size and screw it into place firmly from the upper side of the formwork. Fig. B5.10 Fig. B5.10a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 67: Shuttering Procedure

    Swing the telescopic girder sideways past the prop head and set it down on the prop head. Then move the prop head (A) into the standard position. Fig. B5.13 Fig. B5.14 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 68: B6 Shuttering Around Columns

    Shutter around the building column area with Panels SXP P 200x100 (1). Depending on the position of the building column, leave out an area measuring 200x100 cm or 200x200 cm. If necessary, offset this beforehand with Panels SXP P 200x66.5 (3). Fig. B6.01 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 69: Columns Within The Panel Grid

    Fig. B6.03a column frame. (Fig. B6.04) If necessary, provide the infill areas of the formlining on the column with additional support. Clad the building column with foam. This will facilitate the striking process. Fig. B6.04 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 70: Columns Outside The Panel Grid

    SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 71 2. Position the column frame in such a way that the building column is positioned away from the centre of the column frame. 3. Close the other side with two compensation beams (12). (Fig. B6.07) Fig. B6.07 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 72 (50) with Prop Heads SXP S. 3. Insert cross struts (5.2) in 30 cm increments. (Fig. B6.08) Fig. B6.08 The area can also be closed with Panel SXP P 100x100 (26) and a Column Frame SXP CF T2 (5). (Fig. B6.09) Fig. B6.09 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 73: B7 Cantilevers, Guardrails

    – ratio of working area to concreted area in the cantilever. See tables in the following two articles. Fig. B7 .01 ■ Install guardrails along the slab edges that are already completed. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 74: Cantilever At Edge Of Building

    B7 Cantilevers, guardrails Cantilever at edge of building Guardrail with Guardrail Unit SXP GU 100 60° Planning For planning, observe the PERI structural design information for SKYMAX Large Panel Slab Formwork Bracing. Plan the projection of the slab (P) and the resultant width of the working area (W ) in accordance with the table and illustration.
  • Page 75 (Fig. B7 .04 + B7 .04a + B7 .04b) 5. Push up the penultimate panel row and install the slab prop together with the system-specific prop head. (Fig. B7 .04c) 16.1 Fig. B7 .04a Fig. B7 .04b Fig. B7 .04c SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 76 1. Attach the entire row of SXP P 200x100 Panels (1) with pre- assembled Bracing SXP TU 3 100 T2 (22) and 3 kN anchor chain (53). (Fig. B7 .05 + B7 .05a) 2. Push up the first Panel SXP P with the Shuttering Aid SXP A. Fig. B7 .05a Fig. B7 .05b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 77 7 . Mount additional panels in the same way. (Fig. B7 .06) Fig. B7 .06 ■ Refer to the PERI tie bolt 14/20 x 130 data sheet. ■ Bracing angle between anchor chain and panel 60°. SKYMAX Panel Slab Formwork...
  • Page 78 Carefully swing up the Guardrail Unit SXP GU. (Fig. B7 .09a) Fig. B7 .08 Assembly 1. Attach the Frame SXP GU 100 (15) to the pre-assembled traverse. (Fig. B7 .08) 2. Insert Plug Guardrail SXP GU 100 (14) into Frame SXP GU 100. (Fig. B7 .09) Fig. B7 .09 Fig. B7 .09a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 79 (14.1) towards the next guardrail. 15.1 → The gap between the guardrails is Fig. B7 .10 closed (Fig. B7 .11) Fig. B7 .10a 15.5 15.5 Fig. B7 .10b Fig. B7 .10c 14.1 15.2 15.3 Fig. B7 .11 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 80: Guardrail With Guardrail Post Holder Sxp Gpr T2 And Gpl T2

    B7 Cantilevers, guardrails Guardrail with Guardrail Post Holder SXP GPR T2 and GPL T2 (for aluminium version) Planning For planning, observe the PERI structural 60° design information for SKYMAX Large Panel Slab Formwork Bracing. Plan the projection of the slab (P) and the resultant width of the working area (W ) in accordance with Table B7 .02 and illustration.
  • Page 81 B7 Cantilevers, guardrails The following table values are generally valid for use with lateral protection boards or Side Mesh Barriers PMB. More user-friendly values for use with Side Mesh Barriers PMB, see PERI structural design information for SKYMAX Large Panel Slab Formwork Bracing. Values for aluminium version: Planning values for Guardrail Post Holders SXP GPR T2/GPL T2 + guardrail boards and Bracing SXP TU 3 T2 with anchor chain 3 kN...

  • Page 82: And Gpl T2 (For Polymer Version)

    Post Holder SXP GPR T2 and GPL T2 (for polymer version) Planning 90° 60° 60° For planning, observe the PERI structural design information for SKYMAX Large Panel Slab Formwork Bracing. Plan the projection of the slab (P) and the resultant width of the working area (W ) in accordance with Table B7 .03 and illustration.
  • Page 83 90° chain (1a) Min. panels in cantilever direction with 60° chain (1) Influence width of guardrail post holder [m] (W ≤ 2.00 Tab. B7 .03 + P must always equal 1.00 m SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 84 2. Pre-assemble tensioning unit on opposing, short panel side and attach the anchor chain, see Section, see Section A9 “Bracing SXP TU 3 T2” . Fig. B7 .14 (Fig. B7 .14 + B7 .14a) Polymer version Fig. B7 .14a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 85 7 . Mount additional panels in the same way. (Fig. B7 .16) Fig. B7 .15 ■ Refer to the PERI tie bolt 14/20 x 130 data sheet. ■ Bracing angle between anchor chain and panel: – for aluminium version 60°, –...
  • Page 86 PPE and install the Post PP in the pre-assembled Guardrail Post Holder SXP GPR T2. 2. Attach the Side Mesh Barrier PMB ■ When using the Side Mesh Barrier PMB, see structural design information for SKYMAX Large Panel Slab Formwork in the Section “Bracing” . ■ Maximum overlap of the barriers is ≤ 60 cm. (see Fig. B7 .17 .) Alternative Use guardrail boards and toe boards, each measuring 15/3 cm and made...

  • Page 87: B8 Shuttering, Concreting Section

    4. Install any additional horizontal bracing in accordance with the project-specific planning. (Fig. B8.02) Alternative Install the Guardrail Post Holders SXP GPR T2 instead of the guardrail unit. See Section B7 “Cantilevers, guardrails, guardrail with Guardrail Post Holders SXP GPR T2/ GPL T2. Fig. B8.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 88: B9 Bracing

    Tensioning Unit SXP TU 15 (24) (Fig. B7 .07) – Without cantilever in the bay, When using the Prop Head SXP S POLY with Tensioning Unit SXP TU 15 in the bay: Horizontal loads may only be accumulated by means of pressure! Fig. B9.01 Fig. B9.01a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 89 2. Hook in the panels and swing them up. 3. Insert Panel Clamps SXP C (38) and use them to secure the cantilevered panel. 4. Fit the Tensioning Unit SXP TU 15 (24) with push-pull prop, additional slab prop and the pivotable guardrail. Fig. B9.02 Fig. B9.02a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 90 B9 Bracing ■ Tensioning Unit SXP TU 15 (24) in combination with Bracing SXP TU 3 100 T2 (22) (Fig. B7 .07c) – Only if no further Tensioning Unit SXP TU 15 (24) can be fitted because there is no adjacent panel. Fig. B9.03 Fig. B9.03a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 91 B9 Bracing ■ Cantilevered slab for poly-panels – Brace first panel with anchor chain at 90° and brace second panel or further panels with anchor chain at 60°. Fig. B9.04 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 92 Bracing in transverse direction – e.g. concrete joints with Guardrail Post Holder SXP GPR T2 / GPL T2 or cantilever on the ground floor. ■ For a description of the assembly procedure, see Section A9 Tensioning unit. Fig. B9.05 Fig. B9.05a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 93 ■ See Section B5 “Filler areas” and B6 “Shuttering around columns” . ■ Use PPE if necessary. ■ Cantilevers may only be accessed after bracing has been mounted. Fig. B9.06a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 94: C1 Striking - General

    Table “Prop loads for backpropping and required concrete strength” on page 144. ■ As a general rule, the striking procedure should be carried out by reversing the shuttering process. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 95: C2 Compensations

    Remove the width compensation row by row. At final row of panel props and additional row of props (33 – 43 cm) Remove the remaining area in connection with the adjacent panel, row by row. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 96: Corner Areas

    2. Use the adjusting nut to lower the slab props (50) beneath the corner area by approx. 2.5 cm. 3. Remove the slab props (50) in the corner. 4. Remove the Double Telescopic Girder SXP TBR/TBL 200-300 (33) and formlining. (Fig. C2.02) Fig. C2.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 97: Longitudinal Infill

    6. Position the shuttering aid in the next filler area. 7 . Remove adjacent panel, see Section “C3 Control range” on page 102. 8. Repeat the striking procedure for the entire longitudinal filler area. Fig. C2.04 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 98 7 . Repeat the striking procedure for the entire longitudinal filler area. 8. Remove the adjacent panels, see Section “C3 Control range” on page 102. (Fig. C2.05 + C2.06) Fig. C2.05 Fig. C2.06 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 99 (50) and lower it by approx. 2.5 cm. 4. Use a shuttering aid (21) to release the double compensation beam (30) with its bolt-on formwork panel from the concrete. (Fig. C2.08) 50 a Fig. C2.07 Fig. C2.08 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 100 7 . Position the shuttering aid in the next double filler area. 8. Repeat the striking procedure for the entire longitudinal filler area. (Fig. C2.09) 9. Remove the adjacent panels, see Section “C3 Control range” on page 102. Fig. C2.09 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 101: Width Compensation

    This will mean that there are no free-standing slab props. The striking procedure is carried out in the manner described in the longitudinal infill section. Fig. C2.10 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 102: C3 Control Range

    5. Step on the hinged step, if necessary, give the shuttering aid a slight kick until the panel comes away from the slab. Fig. C3.02a Fig. C3.02 Fig. C3.02b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 103: Lowering Head System

    (50) on the first panel on the outer side. Use the Striking Hammer SXP SH to safely detach the lowering head wedges from the contact area, see Section A4 Shuttering aid, “Striking Hammer SXP SH” . Fig. C3.03 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 104 8. Pivot the panel downwards with the shuttering aid. Position the shuttering aid at the next panel and prop it up. 9. Repeat the process for the entire first panel row. Fig. C3.04 (Fig. C3.04 + C3.04a) Fig. C3.04a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 105: Backpropping

    For the loads exerted on backpropping Spacing max. 20 cm. by an early-struck slab and the required concrete strength, see Section “E3 Prop loads” on page 144. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 106: Prop Head System

    → The first and second panel rows are released. 2. Carry out the rest of the striking procedure as specified for the lowering head system. Backpropping Fig. C3.06a (step 6) is not required. (Fig. C3.06 + C3.06a) SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 107: C4 Starter Beam

    (Fig. C4.01) 5. Use a shuttering aid (21) to pivot the starter beam (9) downwards and detach it from the Lowering Head SXP L (6). (Fig. C4.02) 6. Dismantle slab props and tripods. Fig. C4.01 Fig. C4.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 108: Prop Head System Without Starter Beam

    (21). 4. Dismantle wall holders that are connected directly to the panel. 5. Remove both slab props from the panel in the final row of slab props. (Fig. C4.03) SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 109 7 . Have two people raise the panel slightly out of the prop heads, remove it and carry it away. 8. Repeat the striking procedure for all other panels. 9. Remove the slab props. Fig. C4.04 Fig. C4.04a Fig. C4.04b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 110: C5 Cantilevers

    4. Undo or remove other connections from between the guardrail units. 5. Slacken and detach anchor chains, remove base plates. 15.2 Fig. C5.01a Fig. C5.01b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 111 2. Dismantle the plug guardrail (14). 3. Detach the frame (15) of the guardrail unit. (Fig. C5.02) 4. Repeat the procedure for all Guardrail Units SXP GU 100. → The guardrail unit is now dismantled. Fig. C5.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 112 Section “Lowering head system” on page 103. Before stacking the panels, dismantle the Bracing SXP TU 3 T2 and Traverse SXP GU 100, see Section A7 “Guardrail Unit SXP GU 100” on page 29, as well as Section A9 “Bracing SXP TU 3 T2” . Fig. C5.04 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 113: Prop Head System

    1. Undo the adjusting nuts in the second row of slab props (50b) and lower by approx. 2.5 cm. 2. Carry out the rest of the striking procedure as specified for the lowering head system. (Fig. C5.05) Fig. C5.05 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 114: Guardrail Post Holder Sxp Gpr T2/Gpl T2

    Fig. C5.06 Before stacking the panels, dismantle the Guardrail Post Holders SXP GPR T2 / GPL T2, see Section A8 “Guardrail Post Holder SXP GPR T2/ GPL T2” on page 30. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 115: C6 Concreting Section

    (50c). (Install the slab prop (50a) directly alongside the existing lowering head (6), recessed on the long edge profile Fig. C6.01c of the panel.) (Fig. C6.01 – C6.01d) 6 / 7 Fig. C6.01d SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 116 Section “C3 Control range” on page 102. ■ PERI advises against removing slab props or panels in the area around the concrete joint. Otherwise it will not be possible to achieve a smooth, clean concrete finish at the concrete joint.

  • Page 117: Prop Head System

    Install the slab prop in a recessed manner and away from 50 a the centre of the panel. 2. Lower all slab props (50b) in the third and fourth rows of slab props by approx. 2.5 cm. Fig. C6.03a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 118 Section Fig. C6.04 “C3 Control range” on page 102. ■ PERI advises against removing slab props or panels in the area around the concrete joint. Otherwise it will not be possible to achieve a smooth, clean concrete finish at the concrete joint.

  • Page 119: C7 Column Frame

    Disassembly 1. Strike the panel row before the column frame (5) in accordance with the SKYMAX striking system. 2. Lower all slab props beneath the column frame by 2.5 cm. 3. Use two shuttering aids (21) to prop...
  • Page 120 Disassembly 1. Strike the panel row before the column frame in accordance with the SKYMAX striking system. 2. Remove the cross struts (5.2) from the column frame (5) that prevent the downward pivoting motion. (Fig. C7 .03 + C7 .03a) Fig. C7 .03...
  • Page 121 (Fig. C7 .03b) 8. Remove Panel SXP P 100x100 (26). 9. Resume the striking procedure in both directions, one after the other, in accordance with Section “C3 Control range” on page 102. Fig. C7 .03b SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 122: C8 Change Of Direction

    Section E3 Prop load, “Backpropping” on page 105. 2. Remove the slab props (50) that are positioned at the centre of the panels at the transition to the change of direction. (Fig. C8.01) SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 123 90° and align it in the main shuttering direction. Then pivot the panel downwards safely and unhook it from the hook blocks of the prop heads. This is particularly advisable for large ceiling heights. Fig. C8.03 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 124: Prop Head System

    2. Remove the slab props that are positioned at the centre of the panels at the transition to the change of direction. 3. Remove the panels from the main bay entirely. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 125: Transport Pallet Sxp Tp 200X200

    D1 Storage and transportation ■ Instructions for Use for PERI pallets and stacking devices must be taken into consideration. ■ Manually-created transportation units must be correctly stacked and secured. ■ Pallets and stacked items are to be protected against the effects of the weather, e.g.
  • Page 126 If empty pallets are being transported, place the steel rope and belts on the grid provided. Stacking Two filled transport pallets can be stacked on top of each other. Use non-slip, pressure-distributing support items. Fig. D1.03 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 127: Single-Use Pallet Sxp Tpo 200X100

    13 panels SXP P 200x66.5 (3). Stack panels centrally on the pallet. Total weight: Aluminium version 353 kg Polymer version 331 kg. (Fig. D1.06) Always turn the formlining side upwards so that water can drain off. Fig. D1.05 Fig. D1.06 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 128 Keep the transport pallets as horizontal as possible during stacking and removal processes so that the panels cannot slide off. Stacking Filled single-use pallets must not be stacked on top of each other. Fig. D1.08 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 129: Crate Pallet 80 X 120

    Fig. D1.09a Fig. D1.09b Stacking Three filled crate pallets can be stacked on top of each other. Do not transport crate pallets as stacks. When stacking, place heavy crate pallets at the bottom. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 130: Transport Pallet Sxp Tpf 200X100

    200x100 (Fig. D1.10) Capacity SKYMAX elements can be stacked and transported using the Transport Pallet SXP TPF 200x100. A maximum of seven SKYMAX panels can be stacked on top of each other (Fig. D1.12). 1 stack with max. 6 Panels SXP TPF 200x100. Stack the panels on the pallet. Total weight: Aluminium version 295 kg...
  • Page 131 ■ For crane operation, e.g. with Lifting Gear Combi MX, a chain Fig. D1.13 length of 4 m is required. ■ Loading Transport Pallet SXP TPF with anything other than panels and empty panels is not permitted. Fig. D1.14 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 132: Transport Pallet Sxp Tpf 200X66.5

    (Fig. D1.15) Capacity An alternative to Transport Pallet SXP TPF 200x100 is Transport Pallet SXP TPF 200x66.5. This allows SKYMAX panels with the dimensions 200x66.5 to be stacked and transported in the same way. (Fig. D1.17) 1 stack with max. 6 Panels SXP TPF 200x66.5. Stack the panels on the pallet.
  • Page 133 Alternatively, Stacking Device Wheels DUO (article no. 128276) can be used to move the transport pallets. (Fig. D1.20+ + D1.20a) Stacking ■ Filled Transport Pallets SXP TPF 200x66.5 must not be stacked on top of each other. Fig. D1.20 Fig. D1.20a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 134: D2 Rfid

    D2 RFID RFID in the SKYMAX system Aluminium version SKYMAX (aluminium version): RFID standard 1.10 SKYMAX (polymer version): RFID optional The abbreviation RFID stands for “Radio Frequency IDentification” . 1.10 Dual-frequency RFID transponders (1.10) are built into both long sides of a panel.
  • Page 135 To transmit data, refer to the manufacturer’s documentation of the respective merchandise management system. Several PERI dual-frequency RFID transponders can be detected together (bulk detection). (Fig. D2.03) These applications are predominantly used in the logistics sector, e.g in order to detect and book the movement of goods automatically.

  • Page 136: Installing Rfid In Polymer Panels

    Make sure that the names on the RFID sleeve and the panel match, e.g.: ■ “RFID Sleeve SXP P 200x100 POLY” – “PANEL SXP P 200X100 POLY” Fig. D2.05 ■ RFID Sleeve SXP P 200x66.5 POLY 1.11 – PANEL SXP P 200X66.5 POLY. Arrow 1.12 Long edge Patent number Short edge Fig. D2.05a SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 137: D3 Cleaning And Maintenance

    D3 Cleaning and maintenance Preface In order to maintain the value and operational readiness of the SKYMAX polymer version over a long period of time, the formwork should be carefully handled at all times. Caution Small parts and concrete residue may...
  • Page 138 100 and 200 bar, or with Cleaning Device DUO (article. no. 128278). ■ To fulfil the surface requirements, these can be exchanged. (Fig. D3.03) ■ For damage-free transportation, suitable PERI pallets and stacking devices are available, see section D1. Fig. D3.02 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 139 Squared until both parts are joined together. timber 6. Re-insert and tighten all screws. Fig. D3.03 Start with the screws in the centre. Replace lost or damaged screws. Maximum torque: 1.2 Nm. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 140: Notes On Structural Design

    E1 Design information Notes on structural design This design information is used for the design and planning of the SKYMAX Slab Formwork System. It covers standard configurations for slab thicknesses from 14 cm to 55 cm. Comparison of the structural design methods...

  • Page 141: E2 Implementation Log

    = ....... cm Chosen prop = ........ Actual prop load = ....... kN (according to PERI Tables) Mounting orientation Inner tube bottom ..Lower outer tube ..≤ perm. prop load = ....... kN (according to PERI Tables)

  • Page 142: E3 Prop Loads

    24.5 kN/m³ * d in m Live load working operations Q 0.75 kN/m² Live load concreting Q 0.1 * Q (with 0.75 kN/m² ≤ Q ≤ 1.75 kN/m²) 1 m 1 m without centre support with centre support SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 143: System With Lowering Head Sxp L T2

    Concrete weight Q 24.5 kN/m³ * d in m Live load working operations Q 0.75 kN/m² Live load concreting Q 0.1 * Q (with 0.75 kN/m² ≤ Q ≤ 1.75 kN/m²) 1 m without centre support SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 144: System With Lowering Head Sxp L T2 - Partial Early Striking With Backpropping

    * These values apply exclusively to the aluminium version. Not for the polymer version. Loads on backpropping from slab struck early Tab. E3.03 Required concrete strength at time of striking Prop with minimum top tube diameter ≥ 58 mm SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 145 ■ If may also be necessary to take the loads from shoring of the upper slabs into account when selecting the backpropping. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 146: Selection Of Suitable Props When Using Lowering Head Sxp L T2

    Select the suitable prop from the prop tables with the resultant length L fictitious Alternatively: Use the SKYMAX slab prop tables with the fictitious increase already taken into account (Section E4 Slab props). Panels (aluminium version) with Lowering Heads SXP L T2 and SXP LQ Slab props with PEP Ergo...

  • Page 147: Calculation Of The Fictitious Prop Height

    → The additional required load-bearing Tab. E3.05 capacity of the slab prop has been taken into account. Alternative way to select suitable props: See additional SKYMAX Slab Prop Tables with fictitious increase, see Section E4. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 148: Required Number Of Screws In System With Lowering Head Sxp L T2

    Tab. E3.08 * Slab props with a 6-mm-thick* Required number of screws (polymer version) end plate: PEP Ergo B, PEP Ergo D-250, PEP 20, with PEP Ergo SXP L T2 SXP LQ PEP Alpha-2 B Standard case 4 screws (not possible) Tab. E3.07 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...

  • Page 149: E4 Slab Props

    E4 Slab props PEP Ergo B Standard table without fictitious increase SKYMAX table with fictitious increase Permissible prop load [kN] according to approval Permissible prop load [kN] PEP Ergo B-300 PEP Ergo B-350 PEP Ergo B-300 PEP Ergo B-350 L = 1.97 – 3.00 m L = 2.25 –...

  • Page 150: Pep Ergo D

    Lowering head without bracing (aluminium and polymer version) Notes: ■ PERI PEP Ergo D-150, PEP Ergo D-250, PEP Ergo D-300 +, PEP Ergo D-350 +, PEP Ergo D-400 and PEP Ergo D-500 props fulfil the Prop Class D load-bearing capacity requirements of DIN EN 1065. ■...
  • Page 151 E4 Slab props PEP Ergo D SKYMAX table with fictitious increase Permissible prop load [kN] PEP Ergo D-300 + PEP Ergo D-350 + PEP Ergo D-400 PEP Ergo D-250 L = 1.79 – 3.00 m L = 2.51 – 4.00 m L = 1.47 – 2.50 m L = 2.08 –...
  • Page 152 E4 Slab props PEP Ergo D SKYMAX table with fictitious increase Permissible prop load [kN] PEP Ergo D-500 L = 3.26 – 5.00 m Lower Lower outer tube inner tube 3.30 40.0 40.0 3.37 40.0 40.0 3.40 40.0 40.0 3.47 40.0 40.0 3.50 40.0...

  • Page 153: Pep Ergo E

    Lowering head without bracing (aluminium and polymer version) ■ Lowering head with bracing (aluminium and polymer version) Notes: ■ PERI Props PERI PEP Ergo E-300 +, PEP Ergo E-350 + and PEP Ergo E-400 fulfil the Prop Class E load-bearing capacity requirements of DIN EN 1065. ■ General Technical Approval Z-8.311-941 issued by the German Institute for Structural Engineering.

  • Page 154: Pep Alpha-2 B

    E4 Slab props PEP Alpha-2 B Standard table without fictitious increase SKYMAX table with fictitious increase Permissible prop load [kN] Permissible prop load [kN] PEP Alpha-2 B-300 PEP Alpha-2 B-350 PEP Alpha-2 B-300 PEP Alpha-2 B-350 L = 1.80 – 3.00 m L = 2.00 – 3.50 m L = 1.80 – 3.00 m L = 2.00 –...

  • Page 155: Pep Alpha-2 D

    E4 Slab props PEP Alpha-2 D Standard table without fictitious increase SKYMAX table with fictitious increase Permissible prop load [kN] Permissible prop load [kN] PEP Alpha-2 D-300 PEP Alpha-2 D-350 PEP Alpha-2 D-300 PEP Alpha-2 D-350 L = 1.80 – 3.00 m L = 2.00 – 3.50 m L = 1.80 – 3.00 m L = 2.00 –...

  • Page 156: Pep 20

    ■ Prop head without bracing ■ Prop head with bracing All PEP 20 Props conform to DIN EN 1065 Class D, i.e. the permissible prop load for the entire extension range is at least 20 kN. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 157 E4 Slab props PEP 20 SKYMAX table with fictitious increase Permissible prop load [kN] Permissible prop load [kN] PEP 20-300 PEP 20-350 PEP 20-400 PEP 20-500 L = 1.80 – 3.00 m L = 2.00 – 3.50 m L = 2.80 – 5.00 m L = 2.30 – 4.00 m...
  • Page 158 Lowering head without bracing (aluminium version) ■ Lowering head with bracing (aluminium version) All PEP 30 Props conform to DIN EN 1065 Class E, i.e. the permissible prop load for the entire extension range is at least 30 kN. SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 159 SKYMAX Panel Slab Formwork Instructions for Assembly and Use – Standard Configuration...
  • Page 160 SKYMAX Panel Slab Formwork Item no. Weight kg Panel SXP P 200 133381 25.100 Panel SXP P 200 x 66.5 Alu 133382 32.500 Panel SXP P 200 x 100 Alu 1000 Panel with 9 mm formlining. 2000 137260 0.000 Panel SXP 100 x 100 Alu Panel with 9 mm formlining.
  • Page 161 Panel SXP P 200 Poly 134027 23.600 Panel SXP P 200 x 66,5 Poly 134026 29.900 Panel SXP P 200 x 100 Poly 1000 SKYMAX Polymer Panel w/o RFID 2000 Accessories 136144 0.014 RFID Sleeve SXP P 200 x 66,5 Poly 136142 0.014...
  • Page 162 SKYMAX Panel Slab Formwork Item no. Weight kg 136869 7.580 Lowering Head SXP LQ 102120 0.030 Bolt ISO 4017 M12 x 30-8.8, galv. 710330 0.017 Nut ISO 4032 M12-8, galv. SW 13 Support Head SXP S 133701 2.500 Head for all positions with quick-release fastener.
  • Page 163 SKYMAX Panel Slab Formwork Item no. Weight kg 134194 18.800 Starter Beam SXP SB 300 For quick shuttering and easy striking. 3000 134203 6.120 Starter Beam SXP SB 100 For quick shuttering and easy striking. 1000 134202 4.310 Starter Beam SXP SB 66.5 For quick shuttering and easy striking.
  • Page 164 SKYMAX Panel Slab Formwork Item no. Weight kg 136132 10.900 Telescopic Beam SXP TBR 200-300 Allows easy, safe and flexible closing of compensation areas (L=2-3 m). 14 x 60= 2940 136133 10.900 Telescopic Beam SXP TBL 200-300 Allows easy, safe and flexible closing of compensation areas (L=2-3 m), left version.
  • Page 165 SKYMAX Panel Slab Formwork Item no. Weight kg 135129 3.640 Traverse SXP GU 100 For inserting Frame SXP GU 100. 136181 6.680 Guardrail Post HLR. SXP GPR T2 For Aluminium and Polymer Panels. Guardrail Post HLR. SXP GPL T2 136187 6.690...
  • Page 166 SKYMAX Panel Slab Formwork Item no. Weight kg 117325 4.270 Post PP Technical Data For the fixation of the Side-Mesh-Barriers. Maximum distance of posts with Side-Mesh- Barrier: PMB 260 max. 2.40 m. Side Mesh Barrier PMB 117326 19.700 Side Mesh Barrier PMB 260...
  • Page 167 SKYMAX Panel Slab Formwork Item no. Weight kg 124777 0.210 Anchor Bolt PERI 14/20 x 130 Note For temporary attachment to reinforced concrete Take the PERI Data Sheet into consideration! components. Hole Ø 14 mm. SW 24 Ø14 135952 0.000...
  • Page 168 Item no. Weight kg 117469 39.900 Push-Pull Prop RS 650, galv. Note Extension length l = 4.30 – 6.50 m. Permissible load see PERI Design Tables. For aligning PERI Formwork Systems and precast concrete elements. 4300 max 6500 Ø48,3 Ø17 Ø21...
  • Page 169 SKYMAX Panel Slab Formwork Item no. Weight kg 100301 0.969 Spigot ULT 32 Single pin for connection of tubes Ø 48.3 x 3.2 mm, e.g. lattice girders or top standards without interlock. Ø38 Accessories 111053 0.059 Locking Pin Ø 48/57 100719 0.060 Bolt ISO 4014 M10 x 70-8.8 MU...
  • Page 170 SKYMAX Panel Slab Formwork Item no. Weight kg 133934 4.800 Wall Holder SXP W For horizontal anchoring to the wall. 136897 0.000 Panel Coupler SXP C For Aluminum Panels. 104,46 / 133,6 136901 0.307 Mounting Aid SXP MA For Mounting of Panel Couplers.
  • Page 171 SKYMAX Panel Slab Formwork Item no. Weight kg 136596 4.240 Prop Guide SXP PG For easy shuttering up to a slab height of 5,30 m 3082 15x100= 1500 136713 8.630 Striking Hammer SXP SH For shuttering up to a height of 5,30 m...
  • Page 172 SKYMAX Panel Slab Formwork Item no. Weight kg PEP Frames PRK 112814 17.800 PEP Frames PRK 120 1298 1200 111813 19.200 PEP Frames PRK 137.5 1473 1375 111814 20.100 PEP Frames PRK 150 1598 1500 Stiffening frame for PEP Slab Props.
  • Page 173 SKYMAX Panel Slab Formwork Item no. Weight kg Screwnails, galv. 024530 0.001 Screwnail 40 mm, galv. 024310 0.005 Screwnail 70 mm, galv. 024350 0.010 Screwnail 90 mm, galv. 126299 0.466 Plastic Slab Stopend Angle Note See data sheet! 001154 236.752...
  • Page 174 SKYMAX 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 175 SKYMAX Panel Slab Formwork Item no. Weight kg 135205 90.500 Transport Pallet SXP TP 200 x 200 For stacking and transportation of Panels SXP P 200. 2070 136238 69.600 Transportpal. SXP TPF 200 x 100 Foldaway, castors can be fixed. 2013 1012 Transportpal.
  • Page 176 SKYMAX Panel Slab Formwork Item no. Weight kg 128276 1.240 Stacking Device Wheel DUO For horizontal transport on the construction site. For moving filled stacking stanchions. Ø125 123960 70.400 Pallet EP 110 Complete with For stacking and transportation of 25 Side-Mesh- 1 pc.
  • Page 177 SKYMAX Panel Slab Formwork Item no. Weight kg 065016 88.200 Crate Pallet 80 x 120-K, painted Note For stacking and transportation of formwork and Follow Instructions for Use! scaffold components. Technical Data Capacity approx. 0.75 m³. Load-carrying capacity 1.5 t.
  • Page 178 Tunnel formwork Shoring Working scaffolds construction Working scaffolds facade Working scaffolds industry Means of access Safety scaffolds Safety systems System-independent accessories Services PERI Danmark A/S Forskalling & Stilladssystemer Greve Main 26 2670 Greve Tlf. +45 4345.3627 peri @ peri.dk www.peri.dk...

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