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Peri RCS CL Instructions For Assembly And Use

Rail climbing system, lightweight climbing formwork
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RCS CL Rail Climbing System
Lightweight climbing formwork
UK Issue 09 | 2023
Instructions for Assembly and Use – Standard Configuration – Version 1.0

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  • Page 1 RCS CL Rail Climbing System Lightweight climbing formwork UK Issue 09 | 2023 Instructions for Assembly and Use – Standard Configuration – Version 1.0...

  • Page 2: Table Of Contents

    Content Overview Process planning Main components Planning the shoring System dimensions Framework assembly Introduction Additional spacers Target groups Support reactions Additional technical documentation Planning the platforms Product description General Instructions for Use Platform beams Cleaning and maintenance instructions Finishing platform Planking Safety instructions Toe boards...
  • Page 3 Content Assembly Pre-assembling the formwork Standard cycle work procedures Strongback on TRIO Panel Formwork Operating the formwork Operating the carriage Strongback with Formwork Waler 150 CB Adjusting the formwork Strongback on VARIO formwork Leading tie Concreting platform Releasing the leading tie Pre-assembling the console bracket unit Suspension Mounting the work platform Fitting the suspension...

  • Page 4: Overview

    Overview Main components 1 Upper climbing rail 2 Lower climbing rail 7 Climbing Rail Extension RCS 125 20 Work platform 21 Crossbeam U160 24 Carriage RCS 28 Formwork spindle (Heavy-Du- ty Spindle SLS) 29 Ladder cage 33 Finishing platform 35 Strongback RCS/SRU 36 Concreting platform 40 Formwork 50 Climbing Shoe RCS 60 Climbing Device RCS 50 87 Scaffolding tube bracing RCS CL Rail Climbing System –...
  • Page 5 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 6: Key

    Overview Pictogram Definition Safety instruction categories Dimensions The safety instructions alert site per- Dimensions are usually given in cm. sonnel to the risks involved and provide Other measurement units, e.g. m, are Danger/Warning/Caution information on how to avoid these shown in the illustrations. risks.

  • Page 7: Introduction

    Qualified personnel In other countries, ensure that the ■ must identify potential hazards dur- PERI systems may only be assembled, relevant national guidelines and ing the planning phase, modified or dismantled by personnel regulations in the respective cur- ■...

  • Page 8: Product Description

    DIN 4421) to support wall formwork. Instructions for Use Use in a way not intended, deviating Changes to PERI components are not from the standard configuration or the permitted. intended use according to the Instructions for Assembly and Use, rep-...

  • Page 9: Cleaning And Maintenance Instructions

    Introduction Cleaning and maintenance instructions Foreseeable misuse In order to maintain the value and oper- Mechanical components, e.g. climbing ■ Transportation/lifting of persons (ex- ational readiness of the materials over rails in the sliding area of the climbing ception: operating personnel required the long term, clean the panels after shoes, spindles or gear mechanisms, for the climbing procedure.)

  • Page 10: Safety Instructions

    Instructions for Assembly and Use sup- ■ C24 for Solid Wood according to arrange for an extraordinary inspec- plied by PERI are available at all times EN 338. tion to be carried out by a competent and understood by the site personnel.
  • Page 11 Safety instructions Assembly, modification and disman- tling work Every contractor who uses or allows Assembly, modification or dismantling the climbing systems to be used, is re- of climbing systems may only be car- sponsible for ensuring that the equip- If personal protective equipment ried out by qualified persons under the ment is in good condition.

  • Page 12: System-Specific

    Safety instructions System-specific Warning Use a guide rope to ensure that assem- Unexpected hazards can always arise bly units suspended from the crane are when assembly work is carried out. In cases of leakage, hydraulic oil can fully under control when being moved. Assess the degree of risk in each indi- escape at high pressure.
  • Page 13 Safety instructions Means of access Protection against falling Components that are likely to be- Safe access to all working areas must components come unstable be guaranteed at all times. Work activities may not be carried out Components simultaneously on areas positioned on Secure components that are likely to Hatches and openings to accessible top of each other if the lower working...
  • Page 14 If parts need to be replaced, only through the operational working and as- son who is authorised to give instruc- PERI original components may be sembly instructions on the basis of a tions is to be notified immediately. used.
  • Page 15 For transportation, the substrate must draulic oil, observe the manufactur- have sufficient load-bearing capacity. er-specific instructions. Use original PERI storage and transport Thicken spilled hydraulic oil immediately systems, e.g. crate pallets, pallets or with oil binder and mop it up. stacking devices.

  • Page 16: Component Overview

    Component overview Pos. no. Component name Article Pos. no. Component name Article Wall Shoe RCS, rotatable 110667 Upper Climbing Rail RCS Eccentric Lever RCS 110950 Climbing Rail RCS 348 109470 Climbing Device RCS 50 109765 Lower Climbing Rail RCS Hydraulic twin hoses RCS 10 m 110069 Climbing Rail RCS 498 109471 Hydraulic twin hoses RCS 20 m 110070 Spacer M20-82 110022 Hydraulic Unit RCS 4 x 190 bar 109766 Spacer M24-82 110023 Adapter Cable RCS 110280...

  • Page 17: Tool List

    V Vertical force v Speed W Wind pressure Tightening torques Unless otherwise indicated, PERI recommends the following guide values for screw connections as “hand-tightened” tightening torques M A,hand-tightened These guide values are based on EN 15048 with minimum Safety Factor 3 against breakage.

  • Page 18: A1 System Overview

    A1 System overview Climbing unit The construction of the climbing scaf- fold varies depending on the storey height, the formwork used and the type of lateral protection. In all versions, the climbing rails (1 + 2) are supported by climbing shoes (50) and wall shoes (51) which are mounted on parts of the structure that have al- ready been assembled.
  • Page 19 A1 System overview Variant 2: Use with VARIO formwork and scaffold- ing tubes as lateral protection  3.60 m to 4.00 m. (Fig. A1.02) Components Upper Climbing Rail RCS Lower Climbing Rail RCS Diagonal strut I = 2121 Work platform Crossbeam Unit RCS 220 VARIO Carriage RCS Strongback RCS (Steel Waler Universal SRU L = 2.72) Formwork spindle (heavy duty spindle e.g.
  • Page 20 A1 System overview Variant 3: Use with VARIO formwork and scaffolding tubes as lateral protection  4.00 m to 4.50 m. (Fig. A1.03) Components Upper Climbing Rail RCS Lower Climbing Rail RCS Climbing Rail Connector RCS 73 Diagonal strut I = 2121 Work platform Crossbeam Unit RCS 220 VARIO Carriage RCS Strongback RCS (Steel Waler Universal SRU) Formwork spindle (heavy duty spindle e.g. SLS 200/300) Finishing platform Finishing platform girder Concreting platform...
  • Page 21 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 22: A2 Climbing Device And Hydraulics

    → Contact PERI. * Safety components. RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 23: Hydraulic Unit

    A2 Climbing device and hydraulics Hydraulic unit Hydraulic Unit RCS 4 x 190 bar, 380 – 460 V (63) for 4 climbing devices RCS 50 (Fig. A2.03 + A2.03a) Main components Hydraulic Unit RCS 4 x 190 bar, 380 – 460 V 63.1 Control lever 63.2 Switch unit 63.3 Power socket with phase inverter 63.4 Hydraulic oil tank 63.5 Filler tube 63.6 Oil level indicator, thermometer...

  • Page 24: Accessories

    A2 Climbing device and hydraulics Accessories (Fig. A2.04 + A2.05) Adapter Cable RCS for supply line with CEE socket Coupling Socket RCS, black for fit- ting an adapter cable Hydraulic hose The hydraulic twin hose is available in Lengths L = 10 m and 20 m available. (Fig.
  • Page 25 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 26: A3 Operating States And Loads

    A3 Operating states and loads Operating states and loads Operating status: Working Operating status: Climbing Non-operational All work carried out on the climbing Moving the climbing unit by crane or by During longer work breaks, overnight, formwork and its work platforms: means of the hydraulic climbing device storm warnings, measured wind ■...
  • Page 27 A3 Operating states and loads Overview of live loads Verify the supporting structure for these loads and conditions by means of a static calculation based on PERI prod- uct information. State Platform Reinforcing Concreting Climbing Non-operational Storm Concreting platform level +1 75 kg/m²...

  • Page 28: A4 Standard Work Flow

    A4 Standard work flow Sequence of operation In principle, all variants can be climbed with a crane or hydraulic climbing device. However, when climbing with a crane, the weight of the units may be limited by the crane’s load-bearing capacity. When climbing with a hydraulic climb- ing device, the weight is, in theory, lim- ited to 9 t.
  • Page 29 A4 Standard work flow Fig. A4.03 Fig. A4.04 work cycle work cycle Climb to the 2 concreting section. The climbing rail ex- Dismantle the climbing rail extension. tension leads into the climbing shoe. Fit the leading tie, close the formwork, reinforce and Complete the finishing platform attachment process.
  • Page 30 A4 Standard work flow Fig. A4.06 Fig. A4.05 work cycle work cycle Interrupt the climbing process and remove and re-fit an- Remove the formwork, remove the lower wall shoe and other climbing shoe. climbing shoe, and fit them in the next concreting sec- tion.
  • Page 31 A4 Standard work flow Fig. A4.07 work cycle Continue climbing until you reach the end position. Remove the climbing rail extension in the end position. For each additional floor, repeat the procedure starting from work cycle 4. RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use –...

  • Page 32: B1 Planning The Shoring

    B1 Planning the shoring System dimensions Climbing rails Depending on the storey height h combine the climbing rails in such a way that at least 2 climbing shoes are guiding the climbing rail at all times. Ensure that the vertical distance be- tween the climbing shoes is even.
  • Page 33 B1 Planning the shoring Fig. B1.01b Fig. B1.01c Typical arrangement for storey heights Typical arrangement for storey heights 3.60 m to 4.00 m. 4.00 m to 4.50 m. RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 34: Framework Assembly

    B1 Planning the shoring Framework assembly Climbing rail spacing Determine and verify the spacing of the climbing rails for the project at hand. Starter height and anchoring distance Tie spacing (a) 45 cm. Length of upper climbing rail 3.48 m. Starter height at least 3.60 m. The specified dimensions are deter- mined by the: ■...

  • Page 35: Additional Spacers

    (Fig. B1.03 + B1.04) Spacers are used to support the climb- ing units on climbing shoes during working operations. PERI recommends mounting an addi- tional spacer M20-82 for the load-bear- ing slab shoe for standard storey heights that are multiples of 50 cm.

  • Page 36: Support Reactions

    Adhere to the edge distances (a) set inactive out in approvals Z-21.6-1766 PERI Screw-On Cone Z-21.6-1767 PERI Climbing Cone Version 2 inactive To reach the maximum load-bearing ca- pacity of the anchoring, the vertical force is introduced at the middle climbing shoe.
  • Page 37 B1 Planning the shoring Load cases A: Status: Working Wind load from wind suction with q(z) = 0.50 kN/m² (v = 102 km/h), 100% live load on one level, 50% live load on a second level. B1: Status: Storm max. wind load from wind pressure we> 0, no live loads.

  • Page 38: B2 Planning The Platforms

    EN 338; Coniferous Wood Grade S10. exceed 5 cm. Gaps in the deck must Minimum dimensions of the planking: PERI recommends bolting the individu- not exceed 2 cm. b × d = 24 × 4 cm or 20 x 4.5 cm. al planks to a transverse squared tim- ■...

  • Page 39: Platform Beams

    B2 Planning the platforms Platform beams Dimensioning the platform beams For permissible span widths and canti- lever arms of the platform beams for the work and finishing platforms, see Product Information PI 331. Additional tilt bracing may be required for the platform beams. Platform bracing Screw down the plank diagonals under- neath the platforms.

  • Page 40: Fixing With 2X F .H. Bolts M8 X 200 Mu

    B2 Planning the platforms Single girder position Fixing with 2x F .H. bolts M8 x 100 MU (110). (Fig. B2.02 – B2.02b) As an option to prevent lifting: 1x wood screws. 6x60 SK-TX30 HPI (126). ■ Pre-drill the platform beam for M8 Fig. B2.02 truss-head screws with a hole meas- uring Ø 8.

  • Page 41: Finishing Platform

    B2 Planning the platforms Finishing platform Finishing platform beam (34) Platform beam (GT 24 here) (75) Single girder position: Fasten with 4x hex. wood screw 8 x 80 (138) alternatively with wood screws 6x80 SK-TX30 HPI (125). (Fig. B2.04 + B2.04a) Fig. B2.04 Double girder position: Fasten with...

  • Page 42: Planking

    B2 Planning the platforms Planking Assembly Screw down each plank (76) at every in- tersection with a platform beam (75) using 2x wood screws 6x80 SK-TX30 HPI (125), e = 120 mm. Prevent cantilevered planking and deck supports from lifting off using suitable fasteners! For cantilevers greater than those spec- ified in Product Information PI 331,...

  • Page 43: Work Platforms

    B2 Planning the platforms Work platforms Application variant for VARIO and TRIO formwork. (Fig. B2.11 + B2.11a) Opening for hinged hatch 57 x 72 cm opening in the deck. Screw an additional support 120/40 mm, Section A-A onto the side of the end-to-end planks Fig. B2.11a with at least 4x F .H.

  • Page 44: Finishing Platform

    B2 Planning the platforms Finishing platform To avoid having to cut off the platform beams, use double beams that are shifted up against each other. (Fig. B2.12) Deck coverings Section A-A Fig. B2.12a For climbing rails or climbing rail exten- sions, cut the deck coverings (99) to size and fix them in place on the mounted planking with wood screws 6x60 SK-TX30 HPI (126).
  • Page 45 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 46: B3 Planning Corner Platforms

    B3 Planning corner platforms General information Decking on corner and internal plat- forms should be formed in such a way 147 .5 that they do not hinder the climbing process. Fit lateral guardrails at the front, see Section “B5 Planning guardrails” on 45°...

  • Page 47: Finishing Platform

    B3 Planning corner platforms Finishing platform It must be possible to transition from one platform to the next without any is- sues. The minimum passage width must not be less than 50 cm. Fix immovable covering over any re- maining gaps. Mitred finishing platform Guide the platform beams up to the edge of the platform.

  • Page 48: Concreting Platform

    B3 Planning corner platforms Concreting platform It must be possible to transition from one platform to the next without any is- sues. The minimum passage width must not be less than 50 cm. Mitred concreting platform Guide the platform beams up to the edge of the platform.
  • Page 49 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 50: B4 Planning Round Platforms

    B4 Planning round platforms Parallel console bracket arrangement α To ensure that the carriage functions properly, arrange the console brackets in parallel on round structures. Screw the rotatable wall shoe (53) onto the anchoring (47). Fit the climbing shoe (50) onto the rotatable wall shoe. The rotatable wall shoe compensates for contortions of up to α...

  • Page 51: Radial Console Bracket Arrangement

    B4 Planning round platforms Radial console bracket arrangement When the climbing brackets are ar- ranged in a radial manner, the form- work cannot be moved backwards onto the carriage. Therefore, after a section has been climbed, the wall and climbing shoes must be mounted between the form- work and the work platform.

  • Page 52: B5 Planning Guardrails

    B5 Planning guardrails Guardrails ≤ 8 General requirements Guardrails and lateral protection must be fitted according to valid safety regulations. Guardrails must be fitted onto all lead- ing edges and on all platform levels. High working positions must be se- cured in order to prevent objects falling to the ground.
  • Page 53 B5 Planning guardrails Ladder cage with scaffolding tubes 89.1 Requirements: Steel scaffolding tubes (88), minimum quality S235. Dimensions Ø × t = 48.3 × 3.2 or 60.3 × 4.5 mm. Components Guardrail Post U100 225 RCS Steel scaffolding tube Ø 48.3 x 3.2 Clamp A64 DIN 3570 89.1 Hex. Nut ISO 4032 M12-8 1.

  • Page 54: Lateral Guardrails

    B5 Planning guardrails Lateral guardrails ■ Lateral side protection is required to be installed on all end platforms with- out adjacent platforms. ■ For alternative fixing possibilities: see PI Sheet 375. ■ The length of the guardrails and toe boards must correspond to the width of the platforms.

  • Page 55: Mounting The Handrail Boards

    B5 Planning guardrails Mounting the Handrail Boards Components 82 Guardrail board 90 Guardrail Post SCS 150 110 F .H. Bolt DIN 603 M8 x 100 MU Assembly 2. Position guardrail board (82) L x 12 x 4 cm on Guardrail Post SCS 150 (90). 3. Pre-drill the guardrail board (Ø 9 mm). 4. Screw the guardrail board onto Guardrail Post RCS 150 (90) with F .H.
  • Page 56 B5 Planning guardrails End-to-end lateral guardrail with guardrail boards Components Girder GT 24, e.g. 450 Planking Guardrail boards L-bracket RCS 120 x 120 x 200 102 + 122 98.1 Squared timber 10/12 Bolt ISO 4017 M12 x 140-8.8 Bolt ISO 4014-M20 x 150-8.8 Nut ISO 7040-M20-8 Nut ISO 7040 M12-8 Washer ISO 7094-A12-100HV Washer ISO 7094-A20-100HV Wood screw 6x80 SK-TX30 HPI 98.1...
  • Page 57 B5 Planning guardrails End-to-end lateral guardrail with scaffolding tubes Components 75 Girder GT 24, e.g. 450 76 Planking 84 L-bracket RCS 120 x 120 x 200 88 Steel scaffolding tube Ø 48.3 x 3.2 95 Standard Coupler RA 48/48 102 + 122 96 Screw-on coupling-2 HT B D48-20 102 Bolt ISO 4017 M12 x 140-8.8 118 Nut ISO 7040 M12-8 122 Washer ISO 7094-12-100HV 125 Wood screw 6x80 SK-TX30 HPI...

  • Page 58: B6 Planning Requirements

    B6 Planning requirements Position of the leading tie VARIO: Keep a distance of at least 3 cm be- tween the leading tie axis and the adja- cent girders so that the leading tie (42) 42.1 can be fitted with the positioning screw (42.1).

  • Page 59: Planning The Climbing Sequence

    B6 Planning requirements Planning the climbing Attachment point for crane Transportation by crane without climbing beam sequence The size of climbing units may be re- stricted by the permissible load of the Caution! attachment point. For this, determine the weight of the relevant panels dur- Trip hazard due to protruding squared Keep the following points in mind when ing the planning phase.

  • Page 60: Repositioning With The Climbing Beam 9 T

    B6 Planning requirements Repositioning with the Climbing Beam 9 t ■ Always lift and move climbing units with Climbing Beam 9 t (10). ■ For safe attachment and removal of the crane hook, provide suitable measures to prevent falls. ■ Refer to the corresponding assembly instructions for Climbing Beam 9 t and Lifting Eye BR-2 2.5 t (not shown)! ■...
  • Page 61 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 62: C1 Pre-Assembling The Formwork

    C1 Pre-assembling the formwork Strongback on TRIO Panel Formwork Components 15 Filler pin Ø 21 x 120 16 Cotter pin 4/1 25 Steel Waler Universal  SRU L = 2.72 26 Waler Fixation SRU 27 Height Adjustment Unit SRU 32 Waler 35 Strongback Adapter RCS/SRU 41 TRIO Element 139 Wingnut Pivot Plate DW 15 141 Hook Tie DW 15/400 Fig. C1.01 1.
  • Page 63 C1 Pre-assembling the formwork 2. Place the Strongback SRU (25) on the walers (32) according to the plan. 3. Clamp the strongback to the upper waler (32) with Waler Fixation SRU (26). (Fig. C1.01b + C1.01c) 4. Pull the outer Height Adjustment Unit SRU (27.1) over the lower end of the strongback.

  • Page 64: Strongback With Formwork Waler 150 Cb

    C1 Pre-assembling the formwork Strongback with Formwork Waler 150 CB Position the U-profile of the Formwork Waler 150 CB upwards or downwards depending on the attach- ments required. e.g. upwards for waler fixation (26), downwards for height adjustment unit- 2 (27). Components Fig. C1.02 25 Steel Waler Universal  SRU L = 2.72 26 Waler Fixation U100 –...
  • Page 65 C1 Pre-assembling the formwork Assembly of Formwork Waler 150 CB on the TRIO Panel 142.1 + 142.2 1. Assemble TRIO Panels on the as- sembly area to create formwork units. 2. Fit 2x Clamp Adapter MX/TR-SRU (142) onto the formwork using bolt ISO 4014 M24 x 80-8.8 (142.1) and nuts ISO 4032 M24-8 (142.2).

  • Page 66: Strongback On Vario Formwork

    C1 Pre-assembling the formwork Strongback on VARIO formwork Components 15 Filler pin Ø 21 x 120 16 Cotter pin 4/1 25 Steel Waler Universal SRU 26 Waler Fixation SRU 27 Height Adjustment Unit SRU 32 Waler Assembly Assembly takes place on horizontally-positioned element 1. Position the strongback on the wal- ers of the formwork according to the planning specifications.

  • Page 67: Concreting Platform

    C1 Pre-assembling the formwork Concreting platform Concreting platform with individual brackets Install the concreting platform accord- ing to project-specific planning: Use the Scaffold Bracket GB 80 for VARIO. Use the Scaffold Bracket TRG 80 for TRIO. See the Instructions for Assembly and Use of the relevant formwork system. 1.
  • Page 68 C1 Pre-assembling the formwork Mounting concreting platforms on the strongback Components 37 Platform Beam RCS/SRU 113 75 Platform beam (GT 24 here) 76 Planking 77 Toe board 80 Guardrail Post RCS/SRU 184 88 Steel scaffolding tube Ø 48.3 x 3.2 125 Wood screw 6x80 SK-TX30 HPI 137 Hex wood screw 8 X 60 DIN 571 80.1 Assembly Install the concreting platform accord-...
  • Page 69 C1 Pre-assembling the formwork 6. Mount the pre-assembled platform on the strongback (25) with the 2x filler pins Ø 21 x 120 (37.1), washer and cotter pin 5/1 supplied. 7 . Attach the strongback to the crane and rotate the formwork. (Fig. C1.11) 8. Fit the scaffolding tubes (88) or guardrail boards to the guardrail post.
  • Page 70 C1 Pre-assembling the formwork Fitting the intermediate platforms onto the strongback Components 37 Platform Beam RCS/SRU 113 81 Guardrail Post U100 384 RCS 137 Hex wood screw 8 X 60 DIN 571 1. For intermediate platforms, pre-as- semble Platform Beam RCS/SRU (37) in the same way as the concreting platform. 81.1 2.
  • Page 71 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 72: C2 Pre-Assembling The Console Bracket Unit

    C2 Pre-assembling the console bracket unit Mounting the work platform ■ For assembly, a crane or other lifting device as well as a level assembly surface are required. ■ Secure intermediate posts with tem- porary supports to prevent tipping over. ■...
  • Page 73 C2 Pre-assembling the console bracket unit 4. Screw the planking, diagonal bracing and multi-layer plywood sheets to the platform beams according to the plan, see Section “Planking” on page 42. 5. Fit the toe boards with squared tim- ber angle connectors, see Section “Toe boards”...

  • Page 74: Installing The Lateral Protection

    C2 Pre-assembling the console bracket unit Installing the lateral protection Components Guardrail Post RCS 226 79.1 Bolt ISO 4014-M20 x 120-8.8 Clamp A64 DIN 3570 Assembly 1. Screw Guardrail Post RCS 226 (79) in place with 2x screws M20 x 120 79.1 (79.1) and nuts. Use the two upper holes.

  • Page 75: Preparing The Climbing Rail

    C2 Pre-assembling the console bracket unit Preparing the climbing rail Components Upper Climbing Rail RCS Scaffolding tube bracing Scaffold Tube Holder LPS/ RCS D = 48 Swivel Coupling AF 48/48 Assembly 1. Measure and align upper climbing rails (1) on squared timbers based on the project-specific climbing rail spac- ing (c). 2. Connect climbing rails with scaffold- Fig. C2.05 ing tubes and scaffold tube holders Ø 48 (91).
  • Page 76 C2 Pre-assembling the console bracket unit Fitting the spacer M20 In some cases, it may be necessary to fit a spacer M20-82 (3) as a climbing bolt in the climbing rail, see Section “Additional spacers” on page 35. Ø 21 Components Ø...
  • Page 77 C2 Pre-assembling the console bracket unit Re-positioning spacer M24 In some cases, it may be necessary to move spacers M24 within the climbing rail. Components Spacer M24-82 4.1 Spacer tube Ø 33.7 × 4...82 4.2 Bolt ISO 4014 M24 x 130-8.8 Ø 26 4.3 Nut ISO 7042 M24-8 Ø 21 Assembly 1.

  • Page 78: C3 First Concreting Section

    C3 First concreting section General information Warning ■ Risk of falling from unsecured build- ing edges! A fall can result in serious injury or even death. ⇒ Install guardrails. ⇒ Use personal protective equip- ment to prevent falling from a height (PPE).

  • Page 79: Attaching The Climbing Rail

    C3 First concreting section Attaching the climbing rail Components 3 Spacer M20-82 10 Climbing beam 9 t 47 Anchoring 50 Climbing Shoe RCS 51 Wall Shoe RCS Assembly 50.1 1. Fit the Wall Shoes RCS (51) onto the 50.2 anchoring (47) set in concrete. 2. Fit the Climbing Shoes RCS (50) onto the wall shoes with the correspond- Fig. C3.02a ing locking pin.

  • Page 80: Mounting The Work Platform

    C3 First concreting section Mounting the work platform Components 6 Climbing rail extension RCS 100 11 Diagonal strut I = 2121 21 Crossbeam Unit RCS 220 VARIO 22 Crossbeam Head RCS/VARIO 108 Bolt ISO 4014-M24 x 130-8.8 11.1 + 11.2 Assembly 1. Attach the work platform to the crane with the four-sling lifting gear.

  • Page 81: Fitting Formwork

    C3 First concreting section Fitting formwork Components 15 Filler pin Ø 21 x 120 16 Cotter pin 4/1 24 Carriage RCS 25 Steel Waler Universal SRU L = 2.72 28 Heavy Duty Spindle SLS 200/300 47 Anchoring Requirements The climbing rail must be braced against the structure at the lower end using squared timber (thickness 15 cm).

  • Page 82: Fitting The Leading Tie

    C3 First concreting section Fitting the leading tie Precise alignment of the anchoring Preparation To ensure that the climbing cone can points in all 3 axes is essential if the Measure out the position of the leading be recovered later carefully grease the climbing unit is to function correctly.
  • Page 83 C3 First concreting section Alternatively: Anchor positioning stud ■ Fix the Threaded Anchor Plate DW 20 (47.2) to the reinforcement with wire to secure the position. ■ Check all tie components, assembly and position before concreting takes 47.2 47.6 47.5 place. 42.2 ■ If possible, use the fixing with the positioning screw as the connection is more stable.

  • Page 84: Concreting

    C3 First concreting section Concreting 1. Move the carriage (24) to the con- creting position. 2. Align the formwork vertically and horizontally with the formwork spin- dle (28) and the Height Adjustment Unit SRU (27). 3. Pretension the formwork moderately against the wall with the carriage. 4.
  • Page 85 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 86: C4 Assembling The Finishing Unit

    C4 Assembling the finishing unit General For pre-assembly, there must be a suf- ficiently large and level assembly area available, as well as sufficient space for temporary storage. A crane or other lifting equipment is required. Secure intermediate posts with tempo- rary supports to prevent tipping over.

  • Page 87: Preparing The Climbing Rails

    C4 Assembling the finishing unit Preparing the climbing rails Components 2 Lower Climbing Rail RCS 5 Climbing Rail Connector RCS 73 17 Filler pin Ø 26 x 120 18 Cotter pin 5/1 Assembly 1. Move the M24 spacer (4) by one hole, see Section “C2 Pre-assem- bling the console bracket unit” on page 77 .

  • Page 88: Attaching The Finishing Platform

    C4 Assembling the finishing unit Attaching the finishing platform Components Upper Climbing Rail RCS Lower Climbing Rail RCS Climbing Rail Connector RCS 73 Filler pin Ø 26 x 120 Cotter pin 5/1 Finishing platform girder Guardrail Post 384 RCS 106 Bolt ISO 4014-M20 x 120-8.8 115 Nut ISO 7040-M20-8 Assembly 1. Mount the lower climbing rails (2) on the pre-assembled climbing rail con- nector (5) on the upper climbing rail (1) with 1 x filler pin Ø 26 x 120 (17)

  • Page 89: Preparing The Climbing Procedure

    C4 Assembling the finishing unit Preparing the climbing procedure Components 7 Climbing rail extension RCS 125 17 Filler pin Ø 26 x 120 18 Cotter pin 5/1 50 Climbing Shoe RCS 51 Wall Shoe RCS 60 Climbing Device RCS 50 63 Hydraulic Unit RCS 4 x 190 bar Assembly 1. Undo formwork ties and leading tie 50b + 51b fixings.

  • Page 90: First Climbing Procedure

    C4 Assembling the finishing unit First climbing procedure Refer to the safety measures and climbing procedure in Section “D6 Repositioning with the climbing device” on page 114! Components 2 Lower Climbing Rail RCS 5 Climbing Rail Connector RCS 73 33 Finishing platform 50 Climbing Shoe RCS 81 Guardrail Post 384 RCS Assembly 1. Climb the climbing unit with the self-climbing hydraulics until the climbing rail extension threads into the climbing shoe (50b) above.

  • Page 91: Completing The Finishing Platform

    C4 Assembling the finishing unit Completing the finishing platform Components 1 Upper Climbing Rail RCS 348 2 Lower Climbing Rail RCS 148 5 Climbing Rail Connector RCS 73 6 Climbing rail extension RCS 100 17 Filler pin Ø 26 x 120 18 Cotter pin 5/1 34 Finishing platform girder 81 Guardrail Post 384 RCS 106 Bolt ISO 4014-M20 x 120-8.8 115 Nut ISO 7040-M20-8 Assembly 1.

  • Page 92: Recovering The Suspension

    C4 Assembling the finishing unit Recovering the suspension Components 1 Upper Climbing Rail RCS 348 7 Climbing rail extension RCS 125 50 Climbing Shoe RCS 54 Eccentric Lever RCS Assembly 1. Stop the climbing procedure before the finishing platform reaches the 50a + 51a lowest climbing shoe (50d). 2. Release the lowest climbing shoe with the eccentric lever (54) and re- move the suspension, see Section “Dismantling the suspension”...

  • Page 93: Finishing The Climbing Procedure

    C4 Assembling the finishing unit Finishing the climbing procedure Components 1 Upper Climbing Rail RCS 348 7 Climbing rail extension RCS 125 50 Climbing Shoe RCS Assembly 1. Continue climbing until the upper climbing rail (1) is positioned in the uppermost climbing shoe (50a) in its entirety. 2.

  • Page 94: C5 Ladder Access

    C5 Ladder access Ladders 71.1 68.1 Do not use the ladder until it is securely 68.2 attached at the top and bottom, and the ladder cage has been mounted. Assemble the ladder elements that are required for the project at hand. Components 66 Hinged Hatch 55 x 60-2 67 Ladder 180/6...
  • Page 95 C5 Ladder access Fitting the ladder on the hatch 1. Lift the ladder using the crane. Lower ladder through hatch opening (66). 101 + 118 2. Fix ladder to the hatch from above using 2 bolts M12 x 40 and nuts (101 + 118).

  • Page 96: D1 Standard Cycle Work Procedures

    Section “D7 Repositioning with the crane” on page 128. For storey heights that are multiples of 50 cm, PERI recommends installing an additional spacer in the climbing rails as a support. Components 7 Climbing rail extension RCS 125 24 Carriage RCS...
  • Page 97 D1 Standard cycle work procedures Step 2 – Deshuttering The vertical distance between the climbing shoes (50c) and (50d) must be at least 1.50 m. Otherwise, do not re- move the anchoring (50e) until the climbing rail extension (7) has retracted all the way into the climbing shoe (50b).
  • Page 98 D1 Standard cycle work procedures Step 3 – Self-climbing Fit the climbing devices (60) on the climbing shoe (50c) and connect it to the hydraulic unit. Climb in strokes of 50 cm. (Fig. D1.03) Watch the threading process. In the event of jamming, stop the climbing procedure and guide the climbing rail extension with pry bars.
  • Page 99 D1 Standard cycle work procedures Step 4 – Reposition the climbing shoes Stop the climbing procedure. Remove the climbing shoe (50d) and leading tie. Fit the recovered climbing shoe as a leading climbing shoe (50a). Activate the climbing pawl of the climb- ing shoe (50a).
  • Page 100 D1 Standard cycle work procedures Step 5 – Set the climbing unit down With the final stroke, set the climbing unit down completely on the intended climbing shoe (50a) together with the intended spacer, ensuring that the load is fully supported. Remove the climbing rail extension (7) from the upper end of the climbing rail (1) and the climbing device (60).
  • Page 101 D1 Standard cycle work procedures Step 6 – Concrete the standard cycle Attach the leading tie to the formwork. Move the formwork to the wall using the carriage (24). Adjust the formwork. Install reinforcement. Position the internal formwork and an- chor it against the external formwork.

  • Page 102: D2 Operating The Formwork

    D2 Operating the formwork Operating the carriage Components 24 Carriage RCS 1. Turn the traction screw (24.3) with the Carriage Crank Lever AF 19 (24.4) and thereby move the Carriage (24) towards or away from the wall. – The max. travel distance is ap- prox. 90 cm. – During the moving process, oper- ate both carriages of a platform at the same time.

  • Page 103: Adjusting The Formwork

    D2 Operating the formwork Adjusting the formwork Components 25 Steel Waler Universal SRU L = 2.72 26 Waler Fixation U100 – U120 27 Height Adjustment Unit SRU, outer 28 Heavy Duty Spindle SLS 200/300 Ensuring the formwork is vertical 1. Hold the spirit level against the form- work and move the formwork into a vertical position by turning the form- work spindle (28).

  • Page 104: D3 Leading Tie

    D3 Leading tie Releasing the leading tie Components 42.1 Positioning screw 42.2 Anchor Positioning Stud M30 Preparation Remove all connections, e.g. couplings, from the formwork units of the adja- cent climbing units. Standard: Positioning screw Disassembly 1. Release Positioning Screws M30 (42.1) and remove. (Fig. D3.01) 42.1 2.
  • Page 105 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 106: D4 Suspension

    D4 Suspension Fitting the suspension Components Anchoring 51.2 51.2 Climbing Shoe RCS Wall Shoe RCS Fitting the wall shoe 51.3 1. Pull the cotter pin (51.3) out of the locking pin and pull the locking pin 51.1 51.1 (51.1) out of the Wall Shoe RCS. 2. Leave the cotter pin in the locking pin.

  • Page 107: Dismantling The Suspension

    D4 Suspension Dismantling the suspension Components Lower Climbing Rail RCS Climbing Shoe RCS Wall Shoe RCS Eccentric Lever RCS Warning ■ During assembly on the construction site, components may fall to the ground and hit people below! This can lead to serious injuries or even death. ⇒ Secure all components, e.g. with ropes.
  • Page 108 D4 Suspension 3. Open both guiding skids (50.2). 4. Deactivate the climbing pawl in the climbing shoe. See Section “D5 Operating the climbing shoe” on page 110. 5. Hold the climbing shoe tight (50) and pull the locking pin (51.1) out of the Wall Shoe RCS (51).

  • Page 109: Removing Climbing Cones

    (47.5). – Screw-On Cone-2 M30/DW 26 (47.1). ■ If necessary: seal the tie hole with Fig. D4.05 KK Concrete Cone M30-80/52 (47.9) and PERI sealing compound so it is watertight. → See User Information for Concrete Cones with Sealing Compound-3. 47.9 47.9 Fig. D4.06 RCS CL Rail Climbing System – lightweight climbing formwork...

  • Page 110: D5 Operating The Climbing Shoe

    D5 Operating the climbing shoe Opening and closing the 50.3 50.6 climbing shoe 50.3 50.2 The safety pins (50.3) hold the guiding skids (50.2) in a closed position. (Fig. D5.01 + D5.01a) 50.6 Components 50.2 Climbing Shoe RCS 50.2 Guiding skids 50.3 Safety pins Fig. D5.01 Fig. D5.01a 50.6 Spring lock...
  • Page 111 D5 Operating the climbing shoe Closing the climbing shoe 50.3 50.3 1. Lift safety pin (50.3). (Fig. D5.04 + D5.04a) 2. Fold guiding skid (50.2) forwards. (Fig. D5.05 + D5.05a) 3. Fully re-insert the safety pin (50.3) in the closed position. 4. Fix the locking spring in place (50.6). For this, the ring is snapped into place under the guiding skid (50.2).

  • Page 112: Activating And Deactivating The Climbing Pawl

    D5 Operating the climbing shoe Activating and deactivating the climbing pawl Warning 50.1 Hands can become trapped between climbing rails and climbing shoes! This can result in serious injuries. ⇒ Only activate or deactivate the climb- ing pawl when the climbing unit has stopped moving.
  • Page 113 D5 Operating the climbing shoe Activating the climbing pawl 1. Ensure that the climbing unit is sta- tionary. 2. Pull down the pawl lock (50.4) on the climbing shoe. 3. Fold down the hinged clamp (50.5) 50.1 on the pawl lock and then let go of the pawl lock.
  • Page 114 D5 Operating the climbing shoe (With Climbing Shoe Display RCS) Activating and deactivating the climbing pawl 50.1 Warning Hands can become trapped between climbing rails and climbing shoes! This can result in serious injuries. ⇒ Only activate or deactivate the climbing pawl when the climbing unit has stopped moving.

  • Page 115: Operating The Hydraulic System

    D5 Operating the climbing shoe (With Climbing Shoe Display RCS) Activating the climbing pawl 1. Ensure that the climbing unit is stationary. 2. Swing the Climbing Shoe Display RCS (50.9) on the Climbing Shoe RCS (50) upwards. 50.1 → The climbing pawl (50.1) is and therefore operational.

  • Page 116: D6 Repositioning With The Climbing Device

    D6 Repositioning with the climbing device Safety instructions Warning ■ The load-bearing capacity of the The following points are key if the ■ There is a risk of falling at unsecured structural elements, which carry the climbing unit is to function perfectly: building and platform edges! load-carrying climbing shoes, must ■...

  • Page 117: Hydraulic Diagram

    D6 Repositioning with the climbing device Hydraulic diagram See Fig. D6.01. The arrangement of the plug connec- tors and bushings of the quick couplers is clearly shown. Remedial measures for malfunctions – Uneven cylinder extension and re- traction – Cylinder sinks –...

  • Page 118: Preparations

    D6 Repositioning with the climbing device Putting climbing hydraulics into operation See “Assembly Instructions for the RCS Climbing Device and Hydraulics” . Preparations The load is resting on the upper climb- ing shoe. Self-climbing is carried out from the up- per climbing shoes. The process is controlled from the fin- ishing platform of the adjacent climbing unit.
  • Page 119 D6 Repositioning with the climbing device Preparations Components 7 Climbing Rail Extension RCS 125 24 Carriage 50 Climbing Shoe RCS The load is resting on the upper climbing shoe (50c). inactive Assembly 1. Undo formwork ties and leading tie fixings. See Section “Releasing the leading tie” on page 104. 2.

  • Page 120: Self-Climbing Procedure

    D6 Repositioning with the climbing device Self-climbing procedure Components for steps 1– 2 Spacer M20-82 Climbing rail extension RCS 125 Climbing Shoe RCS 50.1 Climbing pawl 50.6 Bolt Climbing Device RCS 50 60.1 Claw 60.6 Locking lever Step 1 1. Position the Climbing De- vice RCS (60) on the bolts (50.6) of 60.6 the upper climbing shoes (50c) and engage.
  • Page 121 D6 Repositioning with the climbing device Step 2 1. Extend the climbing device (60) to the first spacer (3) of the climbing rail extension. 2. Load is now carried by the piston with claw (60.1). (Fig. D6.06) 60.1 Are all claws engaged in the spacers? Fig. D6.06 RCS CL Rail Climbing System –...
  • Page 122 D6 Repositioning with the climbing device Components for steps 3– 6 Spacer M20-82 Climbing rail extension RCS 125 Climbing Shoe RCS 50.1 Climbing pawl Climbing Device RCS 50 60.1 Claw Step 3 1. Extend the climbing device (60) all the way. 2. The climbing pawl (50.1) in the climb- ing shoe (50c) is pressed inwards by the spacer (3) when climbing past, then unfolded again by means of the...
  • Page 123 D6 Repositioning with the climbing device Step 5 1. Retract the climbing device (60) until it tilts backwards, the claw (60.1) slides past the spacer (3) positioned underneath and engages again below. (Fig. D6.10) Are all claws under the spacers correct- 60.1 ly engaged? Otherwise press down by hand.
  • Page 124 D6 Repositioning with the climbing device Components for steps 7– 9 50.2 Climbing rail extension RCS 125 inactive 50.1 Climbing Shoe RCS 50.1 Climbing pawl 50.2 Guiding skid Step 7 Once the climbing shoe in advance (50b) is reached: 1. If this has not already taken place: In- terrupt the climbing process and close the guiding skids (50.2) of the climbing shoe in advance (50b), de-...
  • Page 125 D6 Repositioning with the climbing device Step 8 Once the climbing shoe in advance (50a) is reached: (Fig. D6.14) 1. Stop the climbing procedure. 2. Working from the finishing platform, remove the climbing shoes (50d) – not shown – wall shoes and anchor- ing, see Section “Dismantling the suspension”...
  • Page 126 D6 Repositioning with the climbing device Components for steps 10– 11 Spacer M20-82 Climbing rail extension RCS 125 Climbing Shoe RCS Climbing Device RCS 50 60.1 Claw 60.6 Locking lever Step 10 1. Lift the climbing unit into the end po- sition until the activated climbing pawl (50.1) engages beneath the in- tended spacer (3).

  • Page 127: Concluding Work

    D6 Repositioning with the climbing device Step 11 1. Remove the climbing rail extension (7) from the upper end of the climb- ing rail (1). 2. Detach hydraulic hoses from the climbing device using the quick cou- plers. 3. Tilt the climbing device backwards, operate the locking lever (60.6) on the cylinder base and lift out the climbing device.

  • Page 128: Self-Climbing The Final Unit

    D6 Repositioning with the climbing device Self-climbing the final unit The hydraulic unit is placed on the fin- ishing platform of the climbing unit. ■ Only climb one unit at a time so that the hydraulic hoses do not get tangled.
  • Page 129 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 130: D7 Repositioning With The Crane

    D7 Repositioning with the crane Safety instructions Warning ■ The load-bearing capacity of the The following points are key if the ■ There is a risk of falling from unse- structural elements, which carry the climbing unit is to function perfectly: cured building edges! load-carrying climbing shoes, must ■...

  • Page 131: Preparations

    D7 Repositioning with the crane Preparations Components 1 Upper Climbing Rail RCS 24 Carriage 50 Climbing Shoe RCS The load is resting on the upper climb- ing shoe (50c). Assembly 1. Undo formwork ties and leading tie fixings. See Section “Releasing the leading tie” on page 104. 2.

  • Page 132: Moving Procedure

    D7 Repositioning with the crane Moving procedure Components Spacer Strongback Climbing Shoe RCS 50.1 Climbing pawl Step 1 1. Slowly lift the climbing unit into the next climbing shoes (50b) with the crane until the climbing pawls (50.1) of the climbing shoes (50b) audibly engage with the earmarked spacers (3).
  • Page 133 D7 Repositioning with the crane Step 3 1. Slowly lift the climbing unit into the next climbing shoes (50a) with the crane until the climbing pawls (50.1) of the climbing shoes (50a) audibly engage with the earmarked spacers (3). 2. Set the climbing unit down on the climbing shoes (50a), ensuring that the load is fully supported.

  • Page 134: E1 Lifting Out The Climbing Formwork

    D7 Repositioning with the crane Warning! Unsecured lateral fall edges! A fall can result in serious injuries or even death. ⇒ Use PPE when attaching and detach- ing the crane lifting gear. ■ Particularly in the case of enclosed climbing formwork, changes to the centre of gravity position can cause the climbing shoes to jam.

  • Page 135: If Climbed Too Far

    D7 Repositioning with the crane If climbed too far Climbing back is only permitted with a crane! 1. Deactivate the pawls of the climbing shoes (50b + 50c). Fit the pawl locks of the climbing shoes (50a) with suf- ficiently long ropes. 2.

  • Page 136: General

    E1 Lifting out the climbing formwork General Warning ■ Risk of falling from unsecured build- ing edges and climbing units! A fall can result in serious injury or even death. ⇒ Install guardrails. ⇒ Use personal protective equip- ment to prevent falling from a height (PPE).

  • Page 137: Lifting Out The Climbing Unit

    E1 Lifting out the climbing formwork Lifting out the climbing unit Requirements The vertical load is resting on the upper climbing shoe (50a). Otherwise, activate the climbing pawl of the uppermost climbing shoe (50a) and set the climbing unit down on the uppermost climbing shoe, ensuring that the load is supported.
  • Page 138 E1 Lifting out the climbing formwork 3. Move the carriage (24) over the cen- tre of gravity of the climbing unit. 4. Attach the climbing unit to the car- riage with filler pins 4x 21 x 120, tighten the crane lifting gear. 5. Open the guiding skids of the climb- ing shoe (50b).
  • Page 139 E1 Lifting out the climbing formwork Removing the climbing unit Disassembly 1. Secure the finishing platform (33) to prevent it from tipping over. 2. Remove scaffolding tubes (88) and Warning guardrail posts (79) (81). (Fig. E2.01) Heavy components at risk of falling Alternatively: Lift the entire ladder down! cage to the side with a crane and dis-...
  • Page 140 E1 Lifting out the climbing formwork 3. Attach the finishing platform (33) to the crane, tighten the crane lifting gear. 4. Release the screw connection be- tween the finishing platform beam and the climbing rail and lift the fin- ishing platform to one side with a crane for dismantling.
  • Page 141 RCS CL Rail Climbing System – lightweight climbing formwork Instructions for Assembly and Use – standard configuration...

  • Page 142: Rcs-Cl Lightweight Climbing Formwork

    RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] Climbing Rail RCS 114166 78.200 CLIMBING RAIL RCS 148 1480 109470 182.000 CLIMBING RAIL RCS 348 3480 Steel profile for all-purpose use in climbing applications or civil construction. With spacers M20-82 and M24-82. Notes Wy = 357 .6 cm³, Iy = 3,576 cm⁴. Accessory (not included) 136109 0.472 PIN SET RCS MAX...
  • Page 143 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 110023 0.910 SPACER M24-82 Spacer for Climbing Rails RCS. SW 36 Consists of 1 pc 109612 bolt ISO 4014 M24 x 130-8.8, galv. 1 pc 130342 groove ISO 7042 M24-8, galv. Art no. Weight [kg] 113744 21.000 CLIMBING RAIL CONNECTOR RCS 73 For rigid connection of Climbing Rails RCS. Perm. bending moment limited. 45 45 Ø26 Ø21...
  • Page 144 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 114301 17 .100 PLATFORM BEAM RCS/SRU 113 For assembling cantilevered platforms on Steel Walers SRU or Climbing Rails RCS. Ø21 Ø21 Ø10 Ø21 M 20 1126 Accessory (not included) 16.600 HANDRAIL POST RCS/SRU 184 114328 Consists of 2 pc 022230 Cotter Pin 5/1, galv. 2 pc 104031 Fitting Pin Ø...
  • Page 145 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 0.214 ANCHOR POSIT. STUD M 30, GALV. 026450 For fixing the M30 Anchor System if the plywood formlining is not drilled through. SW 14 M 30 Ø7 Ø4,5 Accessory (not included) 0.445 HEXAGONAL RECESS WRENCH AF14 L 027212 710312 0.005 NAIL 3.0X80...
  • Page 146 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 031220 1.050 CLIMBING CONE-2 M24/DW15 Anchor System M24. For anchoring climbing systems. Notes Separate design information on request. SW 36 Accessory (not included) 0.515 THREADED PLATE DW15 030840 030030 1.440 TIE ROD DW15 SPEC LENGTH 030740 1.550 TIE ROD B15 SPEC LENGTH Art no.
  • Page 147 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 1.440 TIE ROD DW15 SPEC LENGTH 030030 Notes Non-weldable! Observe the permissions! Permissible tension force 90 kN. DW 15 Art no. Weight [kg] 030870 1.260 THREADED ANCHOR PLATE DW26 For use with Tie Rod DW 26 or Screw-On Cone M36/DW 26. For anchoring in concrete. Notes Lost anchor part.
  • Page 148 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 13.700 WALL SHOE RCS, PIVOTED 110667 Anchor System M30. For anchoring Climbing Shoe RCS to circular walls. Swivel range ± 15°. Ø25 Ø32 Accessory (not included) 113007 0.700 HEX BOLT ISO 4762 M30X70-8.8 GA Consists of 1 pc 715585 Pin Ø 25 x 240, SKS, galv. 1 pc 022230 Cotter Pin 5/1, galv.
  • Page 149 4 pc 051750 Male Stud Coupler X-GE12PSR-ED Art no. Weight [kg] 109766 109.000 HYDRAULIC PUMP RCS 4-FOLD Hydraulic pump for actuating the Climbing Device RCS 50 and LPS 30. Notes Follow Instructions for Use. Use only original PERI Hydraulic Oil. Accessory (not included) 057376 18.300 HYDR.FLUID ISO 11158 HVI46, 20L...
  • Page 150 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 0.500 ADAPTER CABLE RCS 110280 For the power supply to the Hydraulic Pump RCS. Notes Follow Instructions for Use! With CEE plug connector 400 V 16 A. ≈ 400 Art no. Weight [kg] 110279 0.291 PLUG SOCKET RCS, BLACK For providing the power supply to the Hydraulic Pump RCS with 380 –...
  • Page 151 4 pc 710224 bolt ISO 4017 M12 x 40-8.8, galv. 4 pc 710381 groove ISO 7042 M12-8, galv. Art no. Weight [kg] 051420 12.800 LADDER 220/6 As access for PERI Formwork Systems. 3 x 298 = SW 19 2265 Consists of 4 pc 710224 bolt ISO 4017 M12 x 40-8.8, galv. 4 pc 710381 groove ISO 7042 M12-8, galv.
  • Page 152 Weight [kg] Ladder cages 051450 25.200 LADDER SAFETY CAGE 15.600 RAILING 75 104132 Ladder cage for PERI ladder access. SW 19 Consists of 4 pc 710266 Bolt ISO 017 M12 x 25-8.8, galv. 4 pc 701763 Clamping Plate Fl 25 x 10 x 90...
  • Page 153 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] 26.600 GIRDER GT 24, 450 075450 4470 Universal formwork girder made of wood. Notes Approved by General Building Authorities under no.: Z-9.1-157 . For easy handling, the common lengths of the GT 24 are colour-coded. perm.
  • Page 154 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 4.260 L-ANGLE RCS 120X120X200 110289 For fixing end handrail posts on the decking. Ø21 Ø14 Accessory (not included) 131404 1.080 SCREW-ON COUPL.-2 HT B D48-M20 Art no. Weight [kg] 0.220 CLAMP A64 DIN 3570 M12, GALV. 110296 For assembling scaffolding tubes on Railing Posts RCS.
  • Page 155 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 26.600 GUARDRAIL POST U100, 225 RCS 109720 For assembly of the guardrail on the main platform with RCS Formwork Scaffolding or on Guardrail Post Holder Multi . Ø13 Ø21 M 20 Accessory (not included) 110296 0.220 CLAMP A64 DIN 3570 M12, GALV.
  • Page 156 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 40.700 GUARDRAIL POST U100, 384 RCS 109721 For assembly of the guardrail on the intermediate and finishing platforms with RCS Formwork Scaffolding or as horizontal strut in the bracing. M 20 Ø21 Consists of 1 pc 104477 bolt ISO 4014 M20 x 120-8.8, galv. 1 pc 781053 groove ISO 7040 M20-8, galv. Art no.
  • Page 157 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] Steel scaffolding tubes Ø 48.3 026417 0.000 Cutting costs for scaffolding tubes 026411 3.550 SCAFFOLDING TUBE 48.3x3.2 L=1.0M 1000 026412 7 .100 SCAFFOLDING TUBE 48.3x3.2 L=2.0M 2000 026413 10.650 SCAFFOLDING TUBE 48.3x3.2 L=3.0M 3000 026414 14.200 SCAFFOLDING TUBE 48.3x3.2 L=4.0M...
  • Page 158 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 6.280 GUARDRAIL POST SCS 150 118579 Guardrail post to connect handrail boards and toe boards. Ø21 Ø10 Ø10 Ø21 Accessory (not included) 113762 0.884 GUARDRAIL CONN. PLATE ACS/SCS 1.050 HANDRAIL CONNECTOR CB 051160 Art no. Weight [kg] 065033 0.010 CONES 22...
  • Page 159 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 1.050 HANDRAIL CONNECTOR CB 051160 For assembling scaffolding tubes on handrail posts. Ø SW 19 Accessory (not included) 0.030 F.H.BOLT M08X070-DIN 603-8.8VZ 126228 Art no. Weight [kg] L [mm] 710224 0.047 HEX BOLT ISO 4017-M12X040-8.8VZ SW 18 M 12 Art no.
  • Page 160 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] 0.600 HEX.BOLT ISO 4014 M24X130-8.8GV 109612 SW 36 M 24 Art no. Weight [kg] W [mm] L [mm] 710240 0.050 F.H BOLT M8X100 W.GROOVE With nut. SW 13 Art no. Weight [kg] 126228 0.030 F.H.BOLT M08X070-DIN 603-8.8VZ Art no.
  • Page 161 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 0.065 HEX NUT ISO 7040-M20-8-VZ 781053 Self-locking. M 20 SW 30 Art no. Weight [kg] 710381 0.017 HEX NUT ISO 7040-M12-8-GALV. Self-locking. M 12 SW 18 Art no. Weight [kg] 710342 0.007 WASHER ISO 7093-1-08-200HV-VZ Ø Ø Art no. Weight [kg] 0.002 WASHER ISO 7089-08-200HV-VZ 780354...
  • Page 162 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] 0.008 WOOD SCREW 6x60 SK-TX30 HPI 024470 For Torx Bit Points TX 30. Self-drilling. TX 30 Art no. Weight [kg] L [mm] 024540 0.005 WOOD SCREW 6x40 SK-TX30 HPI For Torx Bit Points TX 30. Self-drilling. TX 30 Art no.
  • Page 163 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] 0.027 LAG SCREW 8X80 DIN 571, GALV. 024260 60 / SW 13 Art no. Weight [kg] 710312 0.005 NAIL 3.0X80 Ø3...
  • Page 164 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 30.200 CLIMBING RAIL EXTENS. RCS 125 113745 For extending the Climbing Rail RCS and using the Climbing Device RCS 50 on the work platform. M 20 Ø21 Ø26 Consists of 4 pc 110022 Spacer M20-82 2 pc 111567 Fitting Pin Ø 26 x 120 2 pc 022230 Cotter Pin 5/1, galv.
  • Page 165 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 0.014 Cotter pin 4/1, galv. 018060 Ø4 Art no. Weight [kg] 111567 0.729 PIN D=26X120 For different connections. Ø6 Ø26 Accessory (not included) 018060 0.014 Cotter pin 4/1, galv. Art no. Weight [kg] 022230 0.033 COTTER PIN 5/1, GALV. Ø5 Art no.
  • Page 166 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 19.800 CLIMBING SHOE RCS 109468 Guide and support for Climbing Rail RCS. With foldable leading runners and self-actuating bearing pawl. Ø26 Consists of 2 pc 116067 Locking Device 2 pc 109902 Pin Ø 30 x 290, galv. 4 pc 711063 Dowel Pin Ø...
  • Page 167 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] L [mm] X [mm] Y [mm] 23.500 DIAGONAL STRUT L= 2121MM RCS 110012 2217 1500 1500 For bracing RCS Framework Brackets. 25x180 Consists of 1 pc 710894 Pin Ø 25 x 180, geomet. 1 pc 018060 Cotter Pin 4/1, galv. 2 pc 109612 Bolt ISO 4014 M24 x 130-8.8, galv.
  • Page 168 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 10.900 CROSSBEAM HEAD RCS/VARIO 132800 Spare part. For connecting the Crossbeam RCS 220 to the Climbing Rail RCS. Art no. Weight [kg] 109968 41.500 CARRIAGE RCS Spare part. Self-locking carriage with roller bearings on the Crossbeam RCS 220. Formwork moveable by max. 88 cm. 1095 min 0 max 886...
  • Page 169 2722 Universal Steel Waler Profile U120 used as waling for girder wall formwork and for various special applications. With adjustable spacers. Notes Permissible load: see PERI Design Tables. SRU 120 Wy = 121.4 cm³, ly = 728 cm³. SRU 140 Wy = 172.8 cm³, ly = 1,210 cm³. 2722 7 x 60...
  • Page 170 RCS-CL Lightweight Climbing Formwork Art no. Weight [kg] 7 .150 ADJUSTING UNIT CARRIAGE RCS 110400 For the external height adjustment of the formwork element at the strongback (Steel Waler SRU). Ø21 SW 30 Consists of 1 pc 105400 Pin Ø 20 x 140, galv. 1 pc 018060 Cotter Pin 4/1, galv. 1 pc 706454 Washer ISO 7089 200 HV, A 20, galv.
  • Page 171 32.300 HEAVY DUTY SPINDLE SLS 200/300 101778 2000 3000 Used as adjustable spindle for truss beams made of Steel Walers SRU and Climbing Rails RCS. Notes Permissible load see PERI Design Tables. 1944 Ø21 min 2000 max 3000 Art no. Weight [kg] 14.200 FINISHING PLATFORM BEAM RCS 109722 Platform beam for finishing platform.
  • Page 172 Bridge formwork Tunnel formwork Shoring systems Construction scaffolds Facade scaffolds Industrial scaffolds Access Safety scaffolds Safety systems System-independent accessories Services PERI Ltd Formwork Scaffolding Engineering Market Harborough Road Clifton Upon Dunsmore Rugby Warwickshire CV23 0AN Tel. +44 (0)1788 861600 info@peri.ltd.uk www.peri.ltd.uk...

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