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Peri RCS P Instructions For Assembly And Use Download Page 41

 

79

78

121

121

120

120

47

41

B1  Planning the Supporting Structure

Horizontal Support

The Climbing Protection Panel Version 
3 requires additional horizontal support 
due to the enclosure spread over 2 sto-
reys.

Mount the Heavy-Duty Spindle on the 
Enclosure Post with one Fitting Pin 
Ø 21 mm and Fitting Pin Ø 26 mm 
 respectively. Use the anchoring on the 
slab which will subsequently carry the 
Slab Shoe.

Permissible angle of inclination α = 10 ± 5°

Components

78 

Fitting Pin Ø 21 mm

79 

Fitting Pin Ø 26 mm

120 

Heavy-Duty Spindle SLS 100/180

121 

Spindle Shoe SLS/RCS M24

45.2 

Bolt ISO 4014 M24 x 70-10.9

47 

Anchoring

Fig. B1.21

Fig. B1.22

RCS P Climbing Protection Panel

Instructions for Assembly and Use – Standard Configuration

Summary of Contents for RCS P

Page 1: ...Rail Climbing System RCS P Climbing Protection Panel Instructions for Assembly and Use Standard Configuration Issue 01 2019...

Page 2: ...e Standard Configuration Overview Main Components 1 Enclosure Post 2 Climbing Rail RCS 10 Crossbar RCS 103 concealed 12 Diagonal Strut RCS 212 14 Enclosure Beam 18 Enclosure 36 Working Platform 41 Fol...

Page 3: ...achment Points 69 Mounting the Climbing Rail Connector 71 Assembly of the Bracket Framework 72 Overview of the Bracket Framework 76 C2 Assembly of the Working Platforms 78 General 78 Mounting the Gird...

Page 4: ...detailed de scriptions must nevertheless be availa ble Arrows Arrow representing an action Arrow representing a reaction of an action Forces Safety instruction categories The safety instructions aler...

Page 5: ...training work experi ence and recent professional activity the competent person qualified to car ry out inspections has a reliable under standing of safety related issues and can correctly carry out...

Page 6: ...ails RCS connected with walers and struts form the bracket structure The platforms are realised using planking and platform beams The enclosure is attached to the Climb ing Rails and consists of timbe...

Page 7: ...this avoids any time consuming and costly cleaning operations Never clean powder coated compo nents e g elements and accessories with a steel brush or hard metal scrap er this ensures that the powder...

Page 8: ...esults to ensure the stability of the formwork system arrange for an extraordinary inspec tion to be carried out by a competent person qualified to do so The aim of this inspection is to identify and...

Page 9: ...gainst falling PPE is required or spec ified in local regulations the contractor must determine appropriate attach ment points on the basis of the risk as sessment The contractor stipulates the PPE to...

Page 10: ...nnel are forbidden to remain in areas below where assembly work is being carried out unless the area of risk has been provided with sufficient pro tection against falling overturning slid ing or rolli...

Page 11: ...and trip ping hazards as well as being slip re sistant Protection against falling objects Avoid installing working areas and ac cess points in areas of risk If this is not possible due to work proced...

Page 12: ...ed areas are to be cordoned off and additional equipment must be in place to secure those persons work ing at the falling edge e g personal protective equipment against falling from a height PPE Site...

Page 13: ...13 RCS P Climbing Protection Panel Instructions for Assembly and Use Standard Configuration...

Page 14: ...ctor RCS 73 Enclosure multi layer plywood sheeting Enclosure trapezoidal metal sheeting Protection Edge Climbing Rail Extension RCS 100 Climbing Rail Connector RCS 33 Plate Connector 48 12 mm Fitting...

Page 15: ...to the slab edge F Direction of fibres G Weight force V Vertical force VAY Anchor shear force NA Anchor tension force Pc Support force of the slab H Height hn Height n te designated section hB Storey...

Page 16: ...m In all versions the Climbing Rails 2 are supported by Slab Shoes 45 which are mounted on pre completed floor slabs The enclosures e g multi layer plywood sheets 18 or trapezoidal metal sheeting 19 a...

Page 17: ...Spacer M24 82 8 Crane Eye BR 2 2 5 t 10 Crossbar RCS 103 11 Crossbar RCS 69 12 Diagonal Strut RCS 212 13 Timber Fixation RCS 12 20 14 Enclosure Beam timber 18 Enclosure multi layer plywood sheeting 36...

Page 18: ...sheeting 31 Climbing Rail Connector RCS 73 36 Working platform decking 39 Toeboard 40 Girder timber 41 Foldable cover multi layer ply wood sheeting 42 Hinge DIN 7957 200 ST 44 Climbing Shoe RCS 45 Sl...

Page 19: ...18 90 91 92 13 13 1 90 91 18 42 41 13 14 19 A1 System Overview Fig A1 04 Fig A1 05 Version 4 h P h B aD Details of Support and Working Platform Details of Foldable Cover RCS P Climbing Protection Pane...

Page 20: ...2 02 Main components 60 Climbing Device RCS 50 1 60 1 Piston head with claw and roller 60 2 Cylinder base 60 3 Return from the piston rod side with the hydraulic quick coupler nipple left right with p...

Page 21: ...itch unit 63 3 Electricity socket with phase in verter 63 4 Hydraulic oil tank 63 5 Filling piece 63 6 Oil level indicator thermometer 63 7 Oil filter 63 8 Return from the piston rod side of the cylin...

Page 22: ...380 460 V 50 60 Hz Hydraulic hose The hydraulic twin hose is available in lengths of 10 m and 20 m Fig A2 06 A2 07 Main components 61 Hydraulic Twin Hoses RCS 10 m 62 Hydraulic Twin Hoses RCS 20 m 61...

Page 23: ...th assumed or recorded wind speeds over 100 km h Accessing the platform during storm conditions is prohibited Materials and equipment are to be removed from the platforms The assumed wind speed dynami...

Page 24: ...Versions 1 3 and 4 is primarily due to when the slab is struck All versions can be climbed using the hydraulic self climbing device or by crane Version 1 3 Climbing enclosure with working plat form Th...

Page 25: ...subsequent guardrails Step 4 Mount top Slab Shoe Strip slab formwork and back prop Open cover flaps Climb climbing enclosure hydraulically as depicted above or by crane Dismantle bottom Slab Shoe Fig...

Page 26: ...le Operating sequence with shortened cycle times if two sets of SKYDECK Slab Formwork are used Step 1 Climbing enclosure is in position Close cover flaps Concrete the columns Step 2 Erect slab formwor...

Page 27: ...slab formwork and back prop Assemble subsequent guardrails Step 4 Mount top Slab Shoe Open cover flaps Climb climbing enclosure hydraulically as depicted above or by crane Dismantle bottom Slab Shoe...

Page 28: ...In this case self climbing is not possible When climbing with the crane spe cial measures are required because there is no guide in place for the Climbing Rail These special measures must be defined i...

Page 29: ...3 Fig B1 03 Climbing Rail RCS 2 L1 hB1 hB2 28 cm Enclosure Post RCS 1 L2 hB2 hB3 hp Calculation Version 4 Fig B1 04 Climbing Rail RCS 2 with projecting protection panel L1 hB1 hB2 hP 28 cm Fig B1 03...

Page 30: ...s sembly are based on the specified de sign and must be included on separate assembly drawings All separate con necting means which are not standard PERI components must be identified Version 1 Fig B1...

Page 31: ...Enclosure Post 2 Climbing Rail 10 Crossbar RCS 103 12 Diagonal Strut RCS 212 No offset of the Spacers A in the Climbing Rail and Enclosure Post With the arrangement of the Diagonal Struts shown Space...

Page 32: ...m to be adjusted in increments of 12 5 cm Fig B1 06 Spacers are used to support the climb ing enclosure on Slab Shoes during working operations PERI recommends mounting an addi tional Spacer M20 82 fo...

Page 33: ...ional Crossbars RCS 103 10 into the Climbing Rail 2 and the extension of the Enclosure Post Components 1 Enclosure Post 2 Climbing Rail 2 3 Climbing Rail RCS 248 2 4 Climbing Rail RCS 348 10 Crossbar...

Page 34: ...positioned finishing platform 14 install a Climbing Rail RCS 248 5 L 2 48 m or Climbing Rail RCS 348 6 L 3 48 m Attach Climbing Rails with Climbing Rail Connectors RCS 33 22 to Enclo sure Post 1 Fig B...

Page 35: ...d suction q z 0 Wind pressure q z 0 Load cases A Working conditions Wind load from wind suction with q z 0 50 kN m v 100 km h 100 live load on one level 50 live load on a second level Without bracing...

Page 36: ...rops against falling over espe cially on the edge of the structure Take into consideration PERI expert information Design Chart for RCS Climbing Protection Panel The load bearing capacity of the Slab...

Page 37: ...ions Version 1 Screw On Cone M24 DW 20 Version 2 Anchor Sleeve M24 Version 3 Climbing Cone 2 M24 DW 15 Anchor spacing to slab edge aD 600 mm Leading anchors 47 are fixed in their respective position d...

Page 38: ...he PERI Climbing Anchor 1 All suspension and anchoring parts are safety components 2 Non reusable component Version 2 with Climbing Cone 2 M24 DW 15 Fig B1 17 Components 47 5 Climbing Cone 2 M24 DW 15...

Page 39: ...expert s report for the PERI Climb ing Anchor With Tie Rod B15 with circumferen tial thread the load bearing capacity of the anchoring may be lower than with the Tie Rod DW15 with inter rupted thread...

Page 40: ...mm Stopend Slab Anchor M30 Components 49 Bolt ISO 4017 M30 x 70 8 8 51 Stopend Slab Anchor M30 25 160 Alternatively Climbing Cone 2 M30 DW 20 Tie Rod DW 20 or B20 Threaded Anchor Plate DW 20 Stopend...

Page 41: ...Post with one Fitting Pin 21 mm and Fitting Pin 26 mm respectively Use the anchoring on the slab which will subsequently carry the Slab Shoe Permissible angle of inclination 10 5 Components 78 Fittin...

Page 42: ...climbing by crane always pro vide safe access for attaching and detaching the crane lifting gear Additional double crane slings that remain on the climbing enclosure may be necessary until they can b...

Page 43: ...hook provide suitable measures to prevent falls Permissible load per Crane Eye BR 2 5 t max 25 kN With heavy climbing units where a load of more than 25 kN per attach ment point must be lifted attach...

Page 44: ...us Wood Grade S7 Minimum dimensions of the planking w x d 24 x 5 cm For use as safety scaffold for heights up to 3 00 m decking with planks w d 24 4 5 cm is re quired see DIN 4420 1 Toeboards Toeboard...

Page 45: ...roven on a pro ject specific basis Solid Wood Strength Class C24 EN 338 Coniferous Wood S10 Max width of influence eB of the Girder 0 50 m Working platform load according to Scaffold Group 2 Max live...

Page 46: ...of hinges 42 Screw on chamfered timber 14 1 to support the cover flap Alternatively mount Scaffold Tube 80 on the Climbing Rail by means of the Scaffold Tube Connector 137 Mount Foldable Covers 41 usi...

Page 47: ...bber lips In order to ensure a simple moving pro cedure with the crane without jamming the Enclosure Beams 14 protection edges 20 can be arranged on the front side The width b1 depends on the design o...

Page 48: ...ositions must be secured in order to prevent objects falling to the ground For this mount safety nets or closed side protection The following can be used as side pro tection handrail boards galvanised...

Page 49: ...be on inner side with netting or tarpaulin also on the outer side with spacing of a 50 cm Max cantilever d 0 5 c Fig B2 11 At the ends and in the middle of the span the Scaffold Tubes are to be connec...

Page 50: ...nut ISO 7042 M20 8 93 Attach Enclosure Beam 14 to the Timber Fixation RCS 13 using bolt ISO 4017 for h 120 mm M12 x 140 8 8 2x for h 120 mm M12 x 240 8 8 2x hex nut ISO 4032 M12 8 2x washer ISO 7093...

Page 51: ...max 15 kg m Attachment by means of TSS Torx 6x60 99 or 6x80 98 with given spac ing e in accordance with the static proof Fig B2 14 B2 14a Enclosure with trapezoidal metal sheeting Design of enclosure...

Page 52: ...ng and has to be pointed out explicitly during the briefing and intro duction For a load optimised corner solution arrange the Slab Shoes as close to the building corner as possible Going below a late...

Page 53: ...elements e g for internal building columns with an edge distance of x 400 mm Fig B3 02 At the corner of the building a cross wise arrangement of the Slab Shoe RCS 45 and Slab Shoe Corner RCS 46 Fig B...

Page 54: ...am 14 and Girder 40 up to the mitre Assemble platform decking using mul ti layer plywood sheeting in the mitred area Cover the gap between the mitred en closure elements Fig B3 02 Climbing Protection...

Page 55: ...Section A1 System Overview Provide inclined support for the work ing platform in the mitred area Guide the Enclosure Beam 14 around the corner up to the platform joint Reinforce the top and underside...

Page 56: ...r through the bond the Stopend Slab Anchor can be posi tioned very close to the slab edge Fig B3 06 See Section B4 Anchoring on the Slab Front Side Going below a lateral edge distance c1 for the ancho...

Page 57: ...ting or sheeting which is attached to this must be removed if wind speeds of over 100 km h are expected For transferring force under the L Angle 86 screw on planks 37a transversely to the direction of...

Page 58: ...m e g Hilti HDA T M16 Components 47 6 Tie Rod DW 15 Special Length 79 Fitting Pin 26 mm 117 Heavy Duty Dowel 22 118 Heavy Duty Dowel 30 119 Hex Nut DW 15 SW 30 50 121 Spindle Shoe SLS RCS M24 122 Brac...

Page 59: ...osure Beam 14 and Girder 40 up to the mitre Assemble platform decking using mul ti layer plywood sheeting in the mitred area Cover the gap between the mi tred enclosure elements Fig B3 09 Components 1...

Page 60: ...ow a lateral edge distance c1 for the anchoring is not advisable with out additional static proof If necessary measure and arrange edging reinforce ment in the slab Anchoring applicable for c1 Screw O...

Page 61: ...with multi layer plywood sheeting 14 1 Assemble platform decking using mul ti layer plywood sheeting in the mitred area Cover the gap between the mitred en closure elements Fig B3 11 Depending on the...

Page 62: ...decking 36 and edge of the building The foldable covering must be wide enough so that it covers all areas of the building edge The position of the anchoring is to be determined on the drawing and mus...

Page 63: ...all Shoe RCS 59 to the an chorage 47 using a hex bolt ISO 4014 M30x70 8 8 Adapt foldable covers to suit the build ing columns Close remaining gaps with cover mat and cover strip Fig B4 02 Fig B4 02b D...

Page 64: ...49 or bolt M24x70 53 and reducing bushing 30 25 50 to the Slab Stopend Anchor M30 25 160 51 or M24 20 128 52 Fig B4 03 The mounting height is offset by 125 mm to the top edge of the slab mount ing he...

Page 65: ...ad transfer point max 30 mm then the slab edge has to be supported sep arately PERI recommends a steel plate to be securely fixed to the head of a prop 89 and positioning it at the slab edge Hole diam...

Page 66: ...Preparation of the Climbing Rails Position Climbing Rails RCS on tim bers Observe centre of gravity posi tion with the Enclosure Post Note Risk of collision Only use the specified bolt lengths and nu...

Page 67: ...ening torque min 100 Nm Fig C1 01 Spacers M20 Climbing Bolts must not be moved in the Climbing Rail but additionally installed The stroke of the climbing device allows a maxi mum distance of 50 cm fro...

Page 68: ...130 4 2 3 Re position spacer tube 33 7 4 1 of the Spacer M24 with the help of a hammer 4 Insert bolt M24 130 4 2 through the holes 26 of the Climbing Rail and through the spacer tube 5 Attach self loc...

Page 69: ...Eye BR 2 5t 8 on the topmost hole 26 of the Climbing Rail 2 with the help of a hammer 2 Insert bolt M24 130 4 2 through the holes 26 of the Climbing Rail and through the spacer tube 3 Attach self loc...

Page 70: ...SO 4032 M20 8 10 3 Lug Assembly 1 Attach Crane Eye BR 2 2 5t 8 with the provided bolts M20x90 8 8 94 and nuts M20 8 95 to the lug 10 3 of the Crossbar RCS 103 10 Has the nut been tightened Permissible...

Page 71: ...ing Rail Connector RCS 73 24 Fitting Pin 21 x 120 26 Cotter Pin 4 1 Assembly 1 Remove or re position Spacers in the Climbing Rail that are in the way See Preparing the Climbing Rails on page 66 2 Inse...

Page 72: ...Prepare two Climbing Rails 2 with Spacers 26 mm above on timbers and align them according to the planned dimensions between axes 2 Mount several Enclosure Beams 14 with Timber Fixations 13 according...

Page 73: ...the provided bolts M24 x 130 94 and nuts M24 95 Fold down the Diagonal Strut 2 Position Crossbar 10 vertically and secure the Girder 40 to the Cross bar Preparing the Girder see Sec tion C2 Assembly o...

Page 74: ...bing Rail RCS 1 2 as Enclosure Post with Spacer 26 mm below on the Crossbar 10 from above 2 Secure Enclosure Post on Crossbar using bolts M24 x 130 94 and nuts M24 95 Fig C1 08 3 Align Enclosure Post...

Page 75: ...ing gear 7 Mount additional Enclosure Posts 8 Check for right angled and parallel alignment in all directions before pro ceeding with assembly operations For fixing mount diagonal bracing if necessary...

Page 76: ...l RCS 748 2 Climbing Rail RCS 10 Crossbar RCS 103 12 Diagonal Strut RCS 212 94 Bolt ISO 4014 M24 x 130 8 8 95 Hex Nut ISO 7042 M24 8 Overview of the Bracket Framework Enclosure Post and Girder not sho...

Page 77: ...Climbing Rail RCS 248 1 4 Climbing Rail RCS 148 2 Climbing Rail RCS 10 Crossbar RCS 103 12 Diagonal Strut RCS 212 31 Climbing Rail Connector RCS 73 94 Bolt ISO 4014 M24 x 130 8 8 95 Hex Nut ISO 7042 M...

Page 78: ...SO 4032 M12 8 97 Washer ISO 7093 200HV A12 Assembly 1 Countersink Girder 40 min 15 mm e g with a forstner drill 45 mm so that the planking does not project on the screw head For timbers more than 160...

Page 79: ...0 Assembly 1 Secure each individual plank 37 2x per intersection with each Girder with Screws 6 x 80 98 2 Secure Angle Bracket 90 39 1 to the planking at a distance of approx 100 cm using Screws 5 x 4...

Page 80: ...LPS D 48 RCS 150 Reinforcing Bar Assembly 1 Mount Scaffolding Tube Connector 137 on the Climbing Rail 2 using fitting pin and cotter pin The assembly position is specified in the planning documents 2...

Page 81: ...Permissible arrange ment see Fig B2 06 on page 46 and Table B2 02 on page 46 5 Mount the foldable cover 41 on the scaffold tube 80 and place on the reinforcing bar 150 6 For each foldable cover mount...

Page 82: ...ation Bar RCS Assembly 1 Position the pre assembled Enclosure Beam 14 turned by half a turn on the Climbing Rails 2 As support 14 1 for the foldable cover chamfer one timber to approx 30 3 Secure the...

Page 83: ...0 109 Fig C2 06 C2 06a 6 Turn the Enclosure Beam back half a turn and mount on the Climbing Rails using the eyelets See Section C3 Assembly of the Enclosure on page 84 Fig C2 07 7 Provide a Fixation B...

Page 84: ...x 130 8 8 95 Hex Nut ISO 7042 M24 8 Assembly 1 Adjust the projection of the eyebolt 13 1 with the nut 13 2 so that the eyelet corresponds to the hole of the Climbing Rail 2 Position the Timber Fixatio...

Page 85: ...ry over the position of bracket axes A to the Enclosure Beam and mark drilled holes B which corre spond to Fig C3 03 2 Place Timber Fixation 13 in the sub sequent mounting position as drilling jig Dri...

Page 86: ...8 99 TSS Torx 6 x 60 Assembly 1 Align the Climbing Rails according to the axial dimension 2 Insert Adapter VT 20 RCS P 15 with the support above into the Climbing Rail or Enclosure Post 2 Insert bolts...

Page 87: ...6 x 60 Assembly 1 Cut the multi layer plywood sheeting according to the plans position on the Enclosure Beams and align 2 Mark the position of the Enclosure Beam e g with a chalk line and mark bolt po...

Page 88: ...Assembly 1 Mount the enclosure panel 18 on the Climbing Rail so that the top Enclosure Beam 14 is completely covered 2 Pre drill timber 50 x 50 87 with 7 mm and secure with screws 6 x 80 98 to the Enc...

Page 89: ...Enclosure trapezoidal metal sheeting 99 TSS Torx 6 x 60 Assembly 1 Cut the trapezoidal metal sheeting according to the plans position on the Enclosure Beams and align 2 Mark the position of the Enclos...

Page 90: ...wood sheeting 19 Enclosure trapezoidal metal sheeting 20 Protection Edge 99 TSS Torx 6 x 60 Assembly 1 Cut solid wood boards 30 mm thick to match dimension b Dimension b depends on the thickness of th...

Page 91: ...Safety Net 88 1 Cable Tie UV resistant 137 Scaffold Tube Connector RCS Mounting Scaffold Tube 48 mm 1 Remove cotter pins and bolts from Scaffold Tube Connector 137 2 Insert Scaffold Tube Connector wi...

Page 92: ...h Swivel Coupler 60 48 Tighten coupling nut with 50 Nm Fig C3 09b Mounting the safety net 1 Secure the safety net according to the manufacturer s specifications 2 Ensure bottom edge of the safety nets...

Page 93: ...93 RCS P Climbing Protection Panel Instructions for Assembly and Use Standard Configuration...

Page 94: ...h cotter pin on the Enclosure Post as an attachment point for the crane lifting gear 4 Cut out enclosure panels in the area of the crane lifting gear in order to prevent any damage when lifting Fig C4...

Page 95: ...d and the Climbing Unit fully rests on the bottom Slab Shoes Components 44 Climbing Shoe RCS 44 1 Climbing Pawl 44 2 Guiding Skids 45 Slab Shoe RCS Preparations 1 Mount required guardrails on all lead...

Page 96: ...mbing enclo sure has been mounted Components 3 Spacer M20 82 44 Climbing Shoe RCS 44 1 Climbing Pawl 44 2 Guiding Skids 45 Slab Shoe RCS 126 Guide in Tool RCS Assembly 1 Position the Climbing Rail in...

Page 97: ...kids 44 2 of the bottom Climbing Shoe and secure 7 Tighten the Anchor Bolts 44 6 of all Slab Shoes 8 Raise climbing unit approx 10 cm 9 Activate the climbing pawls of the bottom Slab Shoe and deactiva...

Page 98: ...areas of risk below Components 41 Foldable Cover multi layer plywood sheeting 109 Spax Screw TX25 5 x 20 136 Fixation Bar RCS Assembly 1 Close the Foldable Covers 2 If not yet installed provide a Fix...

Page 99: ...area of the Slab Shoe with Cover RCS 70x70 43 Fig C4 07 2 If necessary nail the Cover on the Foldable Cover Cover any remaining gaps with suitable means e g Elastomer cover strips Make sure that neith...

Page 100: ...ng of Climbing Rail Slab Shoe spacing is not correct Slightly loosen the leading Anchor Bolt close the guiding skids and tighten them using component toler ances Alternatively Mount new anchoring thro...

Page 101: ...101 RCS P Climbing Protection Panel Instructions for Assembly and Use Standard Configuration...

Page 102: ...y tighten the bolted connection Adjusting the length 1 Loosen wing screws 54 1 2 Move telescopic piece 54 2 until the support plate 54 3 sits flush on the stopend formwork 3 Place support plate on sto...

Page 103: ...voting upwards Swivel the Slab Anchor Plate upwards only after the concrete has sufficiently hardened 1 Remove bolts M 24 x 70 53 from the Leading Anchor 2 Pull out nails which have been used to fix t...

Page 104: ...Anchor Plate 47 2 If necessary move colliding reinforcement bars For mesh rein forcement cut rod and replace it with reinforcement bars of the same diameter 2 Insert two pairs of reinforcement bars c...

Page 105: ...opend formwork 2 Twist Stopend Slab Anchor 51 on the thread of the cap 3 Wire the Stopend Slab Anchor to the slab reinforcement J JStopend Slab Anchor is ready Striking Caution There is a risk of inju...

Page 106: ...oes against falling to the ground by means of ropes Assembly of the Slab Shoe is usually carried out with protection provided by the climbing enclosure If this is not possible in exceptional cases or...

Page 107: ...5 Secure the front slotted hole 47 6 to the floor slab using Anchor Bolts 151 Alternatively secure with suitable heavy duty dowels or on embedded bolts and long nuts Fig D1 06 D1 06a According to pla...

Page 108: ...olt ISO 4017 M30 x 70 8 8 Assembly 1 Secure the Slab Stopend Shoe against falling to the ground e g with a rope 2 Secure the Stopend Slab Shoe RCS 48 to the Stopend Slab Anchor 51 52 using bolt M30 x...

Page 109: ...44 1 with the pawl lock 44 4 4 Insert the Climbing Shoe into the Slab Shoe RCS 45 or the Stopend Slab Shoe RCS 5 Insert the locking pin 45 1 or 48 1 through the lateral cheeks of the Wall Shoe and Cli...

Page 110: ...racing Shoe RCS DW 15 123 Eye Nut RCS DW 15 125 Articulated Spanner RCS DW 15 Assembly 1 Turn Tie Rod 47 6 in the eye nut 123 Fig D1 09a 2 Connect Tie Rod to Articulated Span ner 125 by means of nut D...

Page 111: ...to installation instructions of the dowel manufacturer 7 Attach Bracing Shoe with heavy du ty dowels 117 4 x 22 or 118 2 x 30 Fig D1 09b D1 09e 8 Turn the nut 119 in a clockwise di rection in order t...

Page 112: ...ab Shoe RCS 53 Bolt ISO 4014 M24 x 70 10 9 120 Heavy Duty Spindle SLS 100 180 121 Spindle Shoe SLS RCS M24 124 Forkhead Adapter RCS SLS Assembly on the Enclosure Post 1 Connect the Spindle Shoe SLS RC...

Page 113: ...dle Shoe corresponds to the anchoring 47 4 Connect Spindle Shoe 121b to the anchoring using bolt M24 x 70 53 Have all bolts been secured with cotter pins Climbing position B Heavy Duty Spindle in the...

Page 114: ...ing pin 21 24 Secure both fitting pins with cotter pins 26 27 3 Connect Heavy Duty Spindle 120 to the Spindle Shoe 121a using the fitting pin 21 mm 24 and cotter pin 26 Anchoring position A 4 Connect...

Page 115: ...ncor rect fall to the ground and hit people below This could lead to serious in juries or even death Cordon off areas of risk under the working areas First loosen the anchoring 47 slightly and turn th...

Page 116: ...e 3 Pull Climbing Shoe upwards and lay on floor slab then insert locking pin 45 1 into the Slab Shoe again Fig D1 12 4 Loosen bolt M24 x 70 53 approx 15 mm but do not remove Fig D1 12a 5 Lift Slab Sho...

Page 117: ...llow the climbing protection panel For fixing the concrete cones ob serve the separate Instructions for Use Components 47 1 Screw On Cone 2 M24 DW 20 47 7 Threaded Anchor Plate DW 15 80 mm 47 9 KK Con...

Page 118: ...eaded Anchor Plate DW 15 80 mm 47 9 KK Concrete Cone M24 1 Release Climbing Cone by means of Socket Wrench SW 36 and remove 2 Close remaining hole with suitable KK Concrete Cone 47 9 and match ing adh...

Page 119: ...Components 47 5 Climbing Cone 2 M24 DW 15 47 7 Threaded Anchor Plate DW 15 80 mm 47 9 KK Concrete Cone M24 1 Loosen Climbing Cone 47 5 using a Socket Wrench SW36 and screw out approx 1 cm 2 Hammer the...

Page 120: ...e ring under the guiding skid 44 2 Fig D1 01 D1 01a 2 Lift securing pins 44 3 3 Fold up guiding skids 44 2 Fig D1 02 D1 02a 4 Re insert securing pins 44 3 in the opened position place the locking spri...

Page 121: ...forwards Fig D2 05 D2 05a 3 Fully re insert the securing pin 44 3 in the closed position 4 4 Fix the locking spring 44 6 in position For this the ring is snapped into place under the guiding skid 44...

Page 122: ...Pawl 44 4 Pawl Lock 44 5 Hinged Bail 1 Ensure that the Climbing Unit is sta tionary 2 Pull down the pawl lock 44 4 on the Climbing Shoe 3 Fold up the hinged bail 44 5 on the pawl lock 5 4 and then le...

Page 123: ...climbing pawl 44 1 jumps into its working position J JThe climbing pawl is activated and therefore operational Fig D2 08 D2 08a Can the climbing pawl move freely Is the hinged bail hanging downwards...

Page 124: ...e load bearing capacity of the structural elements which carry the load carrying Slab Shoes must be ensured Do not transport persons building materials or tools when moving with the crane These could...

Page 125: ...m Slab Shoe 44c 3 Remove temporary connections be tween the Climbing Units 4 Dismantle formwork in the area of the slab edge 5 Mount trailing guardrails 85 6 Fold up Foldable Covers 41 and se cure 7 F...

Page 126: ...until the climbing pawls of the middle Slab Shoe 44b engage 6 Lower the Climbing Unit until the Spacers are fully load bearing on the climbing pawls of the middle Slab Shoe 44b Fig D3 02 If climbed to...

Page 127: ...Shoe Pull Climbing Rail inwards with the Guide in Tool Slab Shoe spacing is not correct Slightly loosen the leading Anchor Bolt close the guiding skids and tighten them using component toler ances Al...

Page 128: ...mbing Rail before climbing begins then an chored and closed The load bearing capacity of the structural elements which carry the load carrying Slab Shoes must be ensured Do not transport persons build...

Page 129: ...re takes place from the slab level with the mid dle Slab Shoe Carry out preparatory work as de scribed in Section Preparations on page 125 however the Foldable Cov ers remain closed at this level unti...

Page 130: ...ing enclosure from the middle Climbing Shoe with the Climbing Device 60 in 50 cm steps Fig D4 01 7 Only Version 1 3 when the Climb ing Rail 2 has reached the top Climbing Shoe 44a Stop the climbing pr...

Page 131: ...g Rail through spring force Guide the claw into the Climbing Rail Fig D4 02 D4 02a 3 Attach twin hoses to the hydraulic pump and create a short circuit con nection at the other end by coupling them to...

Page 132: ...and secure 2 Extend the hydraulic cylinder 60 up to the first Spacer 3 3 Load is now carried by the piston with claw 60 1 Fig D4 03 4 If necessary activate the climbing pawls of the middle Slab Shoes...

Page 133: ...s 44 1 of all middle Slab Shoes 44b engaged in the Climbing Rail If not Completely extend the hydraulic cylinder Due to the end position compensation the following cylinder moves very slowly Climb bac...

Page 134: ...s under the Spacers correctly engaged Otherwise press down by hand If necessary further retract hydraulic cylinder Step 6 1 Extend hydraulic cylinder J JClaw grips Spacer and raises the Climbing Rail...

Page 135: ...e Standard Configuration Step 7 Version 1 3 When the top Climbing Shoe has been reached 1 Stop the climbing procedure 2 Pull Climbing Rail inwards by means of the Guide in Tool 126 3 Close the guiding...

Page 136: ...uring the final lift 1 Extend hydraulic cylinders until all climbing pawls of the middle Climbing Shoes 44b engage in the correct Spacers Fig D4 09 Are the climbing pawls of all middle Climbing Shoes...

Page 137: ...10a 5 Transport the Hydraulic Pump Climbing Device and hydraulic hoses to the next climbing enclosure In order to prevent the locking lever im mediately engaging again after releas ing press the Climb...

Page 138: ...RCS 85 Guardrails Preparations 1 Remove connections between the climbing enclosures 2 Dismantle formwork in the area of the slab edge 3 Mount guardrails 85 on all unse cured slab edges 4 Remove cover...

Page 139: ...st leave the platforms of the climbing enclosure 2 Open guiding skids of the bottom Climbing Shoe 44c 3 Lift climbing enclosure slightly with the crane in order to relieve the mid dle Slab Shoes 44b 4...

Page 140: ...e above on the dismantling area 2 Remove the enclosure from the Enclosure Beams 3 Remove decking from the Girders 4 Dismantle the foldable covers 5 Remove any remaining bracing Dismantling the framewo...

Page 141: ...posi tions see Section C1 Pre assembly of Brackets Preparation of Climbing Rails Failing to do so can lead to considerable malfunctions during climbing operations with correspond ing additional assemb...

Page 142: ...Spacer M20 82 Spacer for Climbing Rails RCS Complete with 1 pc 104477 Bolt ISO 4014 M20 x 120 8 8 galv 1 pc 130341 Nut ISO 7042 M20 8 galv 82 SW 30 n 27 114166 109469 112102 109470 112141 109471 1094...

Page 143: ...lv 109791 25 900 Climbing Rail Extension RCS 100 As extension of the Climbing Rail RCS for connec ting the finishing platform Complete with 2 pc 109612 Bolt ISO 4014 M24 x 130 8 8 galv 2 pc 105032 Nut...

Page 144: ...014 Accessories Cotter Pin 4 1 galv 123534 5 910 Brace Connector RCS DW 15 M20 For mounting diagonal bracing with Tie Rod DW 15 and a compression strut to the Climbing Rail RCS Complete with 2 pc 710...

Page 145: ...54 710330 113348 110599 0 017 0 043 0 242 Accessories Nut ISO 4032 M12 8 galv Washer ISO 7094 100 HV A 12 galv Bolt ISO 4017 M12 x 240 8 8 galv 111631 10 100 Crossbar RCS 69 As horizontal bar or strut...

Page 146: ...20 14 25 070030 018330 027340 113348 0 015 0 140 0 180 0 043 Accessories Plate Connector 48 12 mm single Bolt ISO 4016 M12 x 140 4 6 MU galv Bolt ISO 4016 M12 x 180 4 6 MU galv Washer ISO 7094 100 HV...

Page 147: ...CS U200 on vertical Climbing Rails RCS 337 305 245 109612 105032 104477 781053 0 600 0 070 0 300 0 065 Accessories Bolt ISO 4014 M24 x 130 8 8 galv Nut ISO 7040 M24 8 galv Bolt ISO 4014 M20 x 120 8 8...

Page 148: ...26412 125976 026413 114287 026414 026419 026418 3 550 0 000 3 550 7 100 8 900 10 650 12 500 14 200 17 750 21 600 Scaff Tubes Steel Scaff Tube Steel 48 3 x 3 2 special length Cutting Cost Scaffold Tube...

Page 149: ...v 100 SW 30 M 20 114937 0 402 Fixation Bar RCS For fixing the cover flap to the climbing protection panel during climbing 105 17 80 87 167 63 6 14 111437 0 004 Accessories Spax Screw TX25 5 x 20 yello...

Page 150: ...pax Screws TX 25 Spax Screw TX25 5 x 20 yellow galv Spax Screw TX25 5 x 40 yellow galv L 20 40 L TX 25 024470 024690 0 008 0 008 TSS Torxs galv TSS Torx 6 x 60 galv TSS Torx 6 x 80 galv For Torx Blade...

Page 151: ...0 024390 024410 0 060 0 033 0 050 0 090 0 109 F H Bolts DIN 603 F H Bolt DIN 603 M6 x 180 MU galv F H Bolt DIN 603 M8 x 70 MU galv F H Bolt DIN 603 M8 x 100 MU galv F H Bolt DIN 603 M8 x 200 MU galv F...

Page 152: ...5 020620 0 561 Accessories Spacer for Platform Beam BR 127320 158 000 Lifting Beam 9 t For moving climbing units Complete with 1 pc 112865 Bolt 25 x 180 1 pc 022230 Cotter Pin 5 1 galv 1 pc 107297 Bol...

Page 153: ...e RCS Guide and support for Climbing Rail RCS With foldable leading runners and self actuating bearing pawl Complete with 2 pc 116067 Locking Device 2 pc 109902 Pin 30 x 290 galv 4 pc 711063 Dowel Pin...

Page 154: ...Offset up to 30 cm Anchor distance variable 61 5 cm or 76 5 cm Complete with 1 pc 715585 Pin 25 x 240 SKS galv 2 pc 022230 Cotter Pin 5 1 galv 1 pc 104031 Fitting Pin 21 x 120 1438 150 610 50 316 16 5...

Page 155: ...nchor System if the plywood formlining is drilled through 70 M 24 SW 19 029280 0 196 Accessories Anchor Positioning Plate M24 galv 114947 12 600 Slab Anchor Template 61 RCS For positioning the Advanci...

Page 156: ...in 5 1 galv 2 pc 026290 Bolt ISO 4017 M24 x 50 10 9 galv 200 4 x 50 75 200 4 x 50 26 5 565 110 78 390 26 026430 0 334 Accessories Bolt ISO 4014 M24 x 70 10 9 glav 115850 11 200 Slab Support Adapter RC...

Page 157: ...s Note Separate design information on request 20 DW 65 150 70 24 M SW 36 030860 0 792 Accessories Threaded Anchor Plate DW 20 116538 6 900 Slab Support Alignment RCS As compression point and for align...

Page 158: ...weldable Take official Approval into consideration Technical Data Permissible tension force 90 kN DW 15 030840 0 515 Threaded Anchor Plate DW 15 For use with Tie Rod DW 15 or B 15 For anchoring in con...

Page 159: ...0 128 on the Stopend Slab Shoe RCS 50 25 30 29 026430 0 334 Accessories Bolt ISO 4014 M24 x 70 10 9 glav 113232 10 500 Slab Stopend Shoe RCS For anchoring the Climbing Shoe RCS at the front end of the...

Page 160: ...1 galv Hex Nut DW 15 SW 30 50 galv Tie Rod DW 15 spec length 114997 7 160 Bracing Shoe RCS DW 15 For anchoring the bracing with DW 15 to the building slab Fixation with Anchor System M24 or correspon...

Page 161: ...20 115388 1 910 Forkhead Adapter RCS SLS For horizontal bracing of the climbing protection panel against the Slab Stopend Shoe RCS with a Heavy Duty Spindle SLS Complete with 1 pc 104477 Bolt ISO 4014...

Page 162: ...tion for the hydraulic unit Product data sheet on request 300 240 395 109766 109 000 Hydraulic Pump RCS 4 fold 380 460 V Hydraulic pump for actuating the Climbing Device RCS 50 and LPS 30 Note Follow...

Page 163: ...the power supply to the Hydraulic Pump RCS Note Follow Instructions for Use With CEE plug connector 400 V 16 A 400 110069 110070 8 500 15 300 Hydraulic Twin Hoses RCS Hydraulic Twin Hose RCS 10 m Hyd...

Page 164: ...46 1 Fits to Hex Bolts M30 SW 46 102785 0 452 Socket SW 36 3 4 SW 36 057276 0 625 Socket SW 30 3 4 Fits to Hex Bolts M20 SW 30 029620 0 075 Socket SW 19 1 2 Fits to Hex Bolts M12 or Height Adjusting...

Page 165: ...587 Standard Screwdriver 6 5 mm 1 pc 057282 Pipe Wrench 1 pc 115147 Angle Fitting Set PS 2 pc 115396 Fitting Set PS 117585 116478 116479 116480 113705 116481 116482 116483 24 300 37 000 61 500 86 300...

Page 166: ...109765 Climbing Device RCS50 to arrange quick couplers vertically on one side Note consisting of 2 pc Screw Plug K006 080 2 pc Angle Screwing K018 740 2 pc Screwing K018 294 1 pc Hose Safety Device 1...

Page 167: ...Girder GT 24 l 0 90 m Girder GT 24 l 1 20 m Girder GT 24 l 1 50 m Girder GT 24 l 1 80 m Girder GT 24 l 2 10 m Girder GT 24 l 2 40 m Girder GT 24 l 2 70 m Girder GT 24 l 3 00 m Girder GT 24 l 3 30 m G...

Page 168: ...Girder VT 20K l 2 45 m Girder VT 20K l 2 65 m Girder VT 20K l 2 90 m Girder VT 20K l 3 30 m Girder VT 20K l 3 60 m Girder VT 20K l 3 90 m Girder VT 20K l 4 50 m Girder VT 20K l 4 90 m Girder VT 20K l...

Page 169: ...169...

Page 170: ...ed www perihk com ID PT Beton Perkasa Wijaksana www betonperkasa com IL PERI F E Ltd www peri co il IN PERI India Pvt Ltd www peri in IR PERI Pars Ltd www peri ir JO PERI GmbH Jordan www peri com JP P...

Page 171: ...www armar is IT PERI S r l www peri it LT PERI UAB www peri lt LU N V PERI S A www peri lu LV PERI SIA www peri latvija lv NL PERI b v www peri nl NO PERI Norge AS www peri no PL PERI Polska Sp z o o...

Page 172: ...w peri com DE en 04 2019 794486 PERI GmbH The optimal System for every Project and every Requirement System Independent Accessories Column Formwork Wall Formwork Slab Formwork Climbing Systems Bridge...

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