peri up rosett 72 kasutusjuhend

PERI UP Rosett 72Working Scaffold with Deck UDS

Assembly Instructions for Standard Conguration

Edition 09/2008

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Dokument 1 28.04.2005 12:48 Uhr Seite 1

Assembly Instructions PERI UP Rosett 72 Guidelines

Overview 1Product features, Remarks 3

Part AErecting and Dismantling Manual

A1 Erecting the baseA1.1 Load distributing base area 4A1.2 Adjustable base plates UJB, base plates UJP 4A1.3 Changes in height and sloping surfaces 4A1.4 Collar UVB 5A1.5 Ledger UH, Decking Transom UHD 5

A2 Erecting the first levelA2.1 Vertical Standards UVR 6A2.2 Decking Transom UHD and Steel Decks UDS 6A2.3 Diagonals 7A2.4 Erecting further scaffold bays 7

A3 Erecting a cornerA3.1 Outside corners 8

A4 Internal scaffold accessA4.1 Access deck with ladder UAL 9

A5 External scaffold accessA5.1 Access deck with ladder UAL 10A5.2 Staircase UAS 10

A6 Erecting further scaffold levelsA6.1 Transport according to German regulations 11A6.2 Erection sequence 12A6.3 Anchors 14A6.3.1 General 14A6.3.2 Single wall ties 14A6.3.3 Wall ties 15A6.3.4 Triangulated anchors 16A6.3.5 Pressure resistant ties 16

A7 Erecting and adapting sectionsof scaffold

A7.1 Modifying and refitting system decksin individual bays 17

A7.2 Subsequent closing of scaffold areas 18

A8 Combining PERI UP Rosett 72and PERI UP T72

A8.1 Combining side by side 20A8.2 Combining one above the other 21A8.2.1 Rosett 72 on T 72 21A8.2.2 T 72 on Rosett 72 21A8.3 Interlocking combinations 22A8.3.1 T 72 in Rosett 72 22A8.3.2 Rosett 72 in T 72 23

A9 Installing supplementary componentsA9.1 Extending with scaffold brackets 24A9.1.1 Console brackets UCB 32 and UCB 36 24A9.1.2 Console brackets UCB 72 and UCB 104;

Console bracket brace UCP72/104 25A9.2 Protection panel UPP 26A9.3 Overhead protection fans 27A9.4 Bridging 28A9.4.1 Assembling lattice girders ULS/ULA 28A9.4.2 Assembling lattice girders ULS/ULA

with a scaffold 29A9.4.3 Bracing and anchoring the lattice girders

ULS/ULA 30

A9.4.4 Bracing with scaffold tube 30A9.4.5 Bracing with wall tie UWT 30A9.4.6 Bridging with twin lattice girders ULS/ULA 31A9.5 Pavement gantry UVG 32A9.6 Sheeting 33A9.6.1 Covering with nets 33A9.6.2 Covering with tarpaulin 33

A10 Dismantling 34

Part BUsed as a working scaffold

B1 Load capacityB1.1 Decks 35B1.2 Lattice girder 36

B2 Anchor forcesB2.1 Triangulated anchors or single wall ties 37B2.2 Wall ties 38

B3 Reaction forces 39

B4 Anchor patternsB4.1 General 41B4.2 Key 42B4.3 Overview of equipment combinations 43B4.4 Legend 46B4.5.1 Unclad minimum anchor positions 47B4.5.2 Unclad basic arrangement 1 48B4.5.3 Unclad version 1 49B4.5.4 Unclad version 2 50B4.5.5 Unclad version 3 51B4.5.6 Unclad version 4 52B4.5.7 Unclad version 5 53B4.5.8 Unclad 4.00m bridging 54B4.5.9 Unclad 6.00m bridging 55B4.5.10 Unclad 8.00m bridging 56B4.5.11 Unclad pavement gantry 57B4.5.12 Unclad pavement gantry 58B4.5.13 Unclad top level not anchored 59B4.6.1 Net closed faade minimum

anchor positions 60B4.6.2 Net closed faade version 1 61B4.6.3 Net closed faade version 2 62B4.6.4 Net closed faade version 3 63B4.6.5 Net open faade basic arrangement 2 64B4.6.6 Net open faade version 1 65B4.6.7 Net open faade version 2 66B4.6.8 Net open faade version 3 67B4.7.1 Tarpaulin closed faade minimum

anchor positions 68B4.7.2 Tarpaulin closed faade version 1 69B4.7.3 Tarpaulin open faade minimum

anchor positions 70B4.7.4 Tarpaulin open faade version 1 71

B5 VariationsB5.1 Component combinations 72B5.2 Use of lattice girders 73

Part CComponent list PERI UP Rosett 72 74

Page

Contents

Page

Legend

Important safety Hints Visual Check Site Tipsinstructions

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Overview

1a Adjustable base plate UJB

1b Base plate UJP

1c Heavy duty ajustablebase plate TR 38-70/50

2 Collar UVB 24

3 Ledger UH

4 Decking Transom UHD

5 Standard UVR

6 Top Standard UVH

7 Decks

8 Guardrail post UVP 100

9 Guardrails UPG

10a Ledger bracing UBL

10b Node brace UBK

10c Coupler brace UBC(shown later)

10d Horizontal brace UBH(shown later)

11 Console bracket UCB

12 Console bracket brace UCP

13 Pavement gantry UVG(shown later)

14 Transom coupler UHC

15 Access decks UAL

16 Toe boards UPT

17 End guardrail frames UPX

18 Protection panel connection UPC

19 Protection panel UPP

20 Wall tie UWT

21 Lattice girder

22 Starter tube ULB

23 Decking gap filler UD(shown later)

24 Spigot ULT 32

25a Guardrail coupler UPR(shown later)

25b Guardrail holder UPW (shown later)

Stairs(shown later)

26 Staircase UAS

27 Stair guardrail UAG

28 Inside stair guardrail UAH

29 Landing link panel UAB 30

PERI UP T 72 components(shown later)

T2a Base frame UVF 72/124

T2b Base frame UVF 72/174

T4 T-frame UVT

T5 L-frame UVL

T6 Spigot tube UV 165

T10 Standard diagonalbracing UBF



system width: 72 cm

used as working scaffold in LoadClasses 1-3 according to DIN 4420-1orLoad Classes 1-3 according to EN 12811-1:

0.75 2.00 kN/m2

fulfills the requirements for protectionscaffolds (roof protection for fallingheights ) 2.0 m, protection fans)

bay lengths:72/104/150/200/250/300 cm,400 cm (as bridging)

Standard configuration accordingto EN 12810for a scaffold assembly: 24 m high plusmaximum spindle extension / internalbrackets at every level / external brackets/ protection fans / roof protection panels /pavement gantries / bridging / nets /tarpaulins

Product designation accordingto EN 12810:

PERI UP Rosett 72EN 128103DSW06/300-H1-B-LS

Key:3 = Service Load Class 3 (2.00 kN/m2)D = Platforms with drop test

(suitable as protection scaffold)SW06 = Width Class 06 (72 cm width)300 = Bay length ) 300 cmH1 = Headroom classB = with cladding facilitiesLS = vertical access by ladders and

by stairs

Faade ScaffoldPERI UP Rosett 72

Important safety information:The use of PERI UP Rosett 72 is intendedonly for industrial applications in theconstruction sector as facadescaffolding in accordance withEN 12810 - 1:2003 (intended use).

Only PERI UP original componentscomplete with the manufacturerslabel are to be used. The use of otherproducts and spare parts represents amisapplication with associated safetyrisks.

Any deviation from the standardconfiguration when assembling and/oruse present a potential safety risk andtherefore may only be undertaken aftera separate risk assessment has beencarried out by the scaffolding contractor.

Appropriate measures are to beimplemented regarding operational safetyand stability on the basis of the riskassessment (Extension of the assemblyinstructions as well as safety provisionsduring assembly, e.g. guardrails; proofof stability using draft and designspecifications in accordance withApproval Z-8.1-890 and taking intoaccount EN 12811-1).

Note:Appropriate proof of stability can beordered from PERI, if the risk assessmentand measures deriving from this areavailable. For loads from other load classes,and for wider scaffolding up to 150 cm,proofs of stability have already beenissued which can be ordered from PERI.

These assembly instructions applytogether with Approval Z-8.1-890.

They describe the standard designfor facade scaffold according to theprovisions set down in DIN 4420-1as well as the requirements assystem scaffolding according toEN 12810 and EN 12811.

Deviations from technically-functioninginstructions, especially assemblysequences, require separate static proof.

OverviewThese assembly instructions serve as abasis for the compilation of a building-related assembly instruction by thescaffolding contractor these do nothowever replace this.

The assembly instructions regulate the intended use provide the scaffolding contractor with

guidance for safe assembly,modifications and dismantling

give details regarding stability andworking safety requirements withinthe framework of the standardconfiguration

The assembly instructions are arrangedas follows: general information assembly of the base assembly of supplementary

components combination with PERI UP T 72

BasisApproval Z-8.22-863:PERI UP Rosett Modular System

Approval Z-8.1-865:PERI UP T 72 Scaffold System

Approval Z-8.1-890:PERI UP Rosett 72 Scaffold System

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Dokument 1 28.04.2005 12:48 Uhr Seite 1

3Assembly Instructions PERI UP Rosett 72 Guidelines

Technical suitabilityPERI UP may only be assembled,modified and dismantled by technicallyskilled scaffolding contractors and sitepersonnel who also possess sufficientskill and experience (hereafter referredto as scaffolding contractor).

Stability requirementsThe scaffolding contractor has toguarantee on site that the bearingreactions of the scaffold indicated inthe Part B of the assembly instructionscan be reliably carried in the foundationand anchorage.

The load-bearing capacity of the fixingmaterial between the wall ties andanchorage must be verified for theanchoring forces. Proof must beprovided by official approval, staticcalculation or test loading accordingto a recognized method.

Load-distributing support, e.g. planks,is to be placed accordingly to matchthe ground conditions. If several layersare required, planks are to be arrangedcrosswise.

Condition of the materialThe material is to be regularly checkedfor any signs of damage particularlybefore any assembly takes place.Damaged components must beexchanged immediately on site andmay no longer be used.

Scaffold tubes and couplers formounting and bracingSteel tubes and couplers are to beused in the standard configuration asanchors and as bracing for the latticegirders. Steel tubes with a 48.3 mmexternal diameter and at least 3.2 mmwall thickness according to DIN 4427as well as couplers according toEN 74 with appropriate markings areto be used.

Bolted couplers must be tightenedwith a moment of 50 Nm (correspondsto a force of 20 kg with a 25 cm leverarm). Wedge couplers are to besecurely fitted using a 500 g hammer.

Personal protective equipmentagainst falls from a heightWhen using personal protectiveequipment against falls from a height,all valid standards and safetyregulations are to be taken intoconsideration by the scaffoldingcontractor.

Currently, the following are of particularimportance:

DIN EN 354:Personal protective equipmentagainst falls from a height; Lanyards

DIN EN 355: ... Energy absorbers DIN EN 360: ... Retractable type

fall arresters DIN EN 361: ... Full body harness DIN EN 362: ... Connectors DIN EN 363: ... Fall arrest systems

Availability of the assemblyinstructionsThese assembly instructions, togetherwith the assembly instructions fromthe scaffolding contractor, must bemade available for the entire period,from the beginning of the assemblywork through to the end of dismantlingand including the service life at thepoint of use (see EN 12811 - 1:2003(D) Clause 8)

Additional regulations:The scaffolding contractor mustobserve all valid laws and safetyregulations regarding assembly anduse.

Currently, the following is of particularimportance: Council Directive 89/655/EEC of

the European Parliament concerningthe minimum safety and healthrequirements for the use of workequipment by workers at work.

Signs

If certain parts of the scaffolding arenot ready for use - in particular duringassembly, alteration work anddismantling - a warning sign restrictedaccess must be clearly displayed, seeSign 1. In addition, it must be madeclear by appropriate physical meansthat the scaffold is not complete whichprevents unauthorized access to thedanger zone.

Sign 1

After handover, the scaffolding is to bemarked in such a way that the intendeduse is clearly visible e.g. installingSign 2 at the scaffold access points.

The signs do not replace theinspection record!

Sign 2

GeneralInformation

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4 Assembly Instructions PERI UP Rosett 72 Guidelines

UJB 38-50/30(red handle)

UJB 38-80/55(yellow handle)

A1 Erectingthe base

Erecting the scaffold must follow thesequence described below!

A1.1 Load distributing base area

Always begin erecting at the highestpoint, preferable at an internal corner.

Lay the ledgers UH 3 down todetermine the length of the surface tobe scaffolded. This will fix the distancebetween the adjustable baseplatesUJB 1a (for loads see Part B).

The scaffold must only be erected withload distribution plates on ground orstructures capable of withstanding allimposed loads!

Settlement must be avoided!

A1.2 Adjustable base plates UJB,base plates UJP.

Position adjustable base platesUJB 1a or base plates UJP 1b atthe ends of the ledgers UH 3.

Adjustable base plates UJB 1a withyellow and red handles can beextended a maximum of 55 and30 cm respectively.

Adjustable base plates TR 38-70/50 1ccan be used instead of adjustable baseplates UJB 1a. They can be extendedto 47cm.

A1.3 Changes in height andsloping surfaces.

Steps, slopes and changes in heightcan be overcome using longer verticalstandards UVR.

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A1.4 Collar UVB

Place the collar UVB 24 2 over theadjustable base UJB 1.

This allows a scaffolder to work aloneup to a height of 6.50 m.Place collar UVB 24 2 and adjustablebase plates UJB 1 at the requireddistance from the wall (deck to buildingdistance must not exceed 30 cm)

Alternatively vertical standards UVR 5can be fitted directly on the adjustablebase plates UJB 1. This reduces thepermissible extension length in theanchor patterns (section B4) by 26 cm.

A1.5 Ledger UH,Decking Transom UHD

Form a base frame by connecting thecollar UVB 24 2 transversely with thedecking transom UHD 4 andlongitudinally with the ledger UH 3.

Fit the decking transom UHD 4 withthe red marker to the outside.

Ensure all ledgers UH 3 and deckingtransoms UHD 4 are level by adjustingthe adjustable base plates UJB 1.

Then securely fix all the wedges usinga 500 g hammer.

Place steel deck UDS 7 in a deckingtransom UHD 4 as an assembly aid tocheck squareness (see next page fordeck assembly).

The decks used at the base are an aidto erection only, they can be removedlater. This does not apply to bays whereaccess decks with ladders UAL arefitted, in these bays two steel decksshould be fitted to support the ladder.

A1 Erectingthe base

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red mark

A2.1 Vertical Standards UVR

Insert vertical standards UVR 5 intothe collars UVB 24 2.

The joints in the inner and outer UVRstandard 5 must be staggered!

PERI recommends using UVR 200 onthe inside and UVR 300 on the outside and then continuing with the samelength (either UVR 200 or 400).

Depending on the supplementarycomponents fitted, additional deckingtransoms may need to be fixed to thefirst rosette on the standard UVR.Alternatively base frame UVF 124 maybe used. (see section B4)

A2.2 Decking Transom UHD andSteel Decks UDS

For the next level fit the deckingtransom UHD 4 in the rosette of thevertical standard UVR 5 with the redmarking to the outer standard. Securethe wedges.(maximum spacing betweenlevels = 2.00 m)

Fit steel decks UDS 7 by lining up thecentre lug with the cut-out in thedecking transom UHD 4. To preventdecks lifting off slide the steel deckUDS 7 towards the building as far asit will go (the same applies to all decks).

Decks have a structural function and,therefore, must be installed across thefull width of the scaffold!

Advantage:System deckingPosition slide ready!

Incorrectly fitted or unsecure deckswill rock on the longitudinal axis whenwalked on, and is an indication to thescaffolders that the deck is notfunctioning properly.

A2 Erecting thefirst level

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A2.3 Diagonals

Diagonals are fixed to the outside faceof the scaffold at the base and act asbracing.

Either ledger braces UBL 10a ornode braces UBK 10b can be used.

If node braces UBK 10b are used, theupper UH ledger 3 is not needed.

See section B4 for the position andnumber of diagonals to be fitted.

A2.4 Erecting of furtherscaffold bays

The erection of all further baysis as previously described.

A2 Erecting thefirst level


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A3 Erectinga corner


A3.1 Outside corners

Always erect corners to the full widthof the scaffold.

The corner is formed with four verticalstandards UVR 5 and decking transomsUHD 4 and continued all the way tothe top of the scaffold as a cornertower.

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9

Before commencing work on the firstscaffold lift, a means of access mustbe installed.

A4.1 Access deck with ladder UAL

Select the most suitable bay in whichto install the ladder access.

In this bay steels decks UDS 7 shouldbe fitted at the lowest level to supportthe ladder.For the following levels access deckswith ladders UAL 15 are used insteadof steel decks UDS 7.

Alternate the direction of the laddersfor each level! When the ladder accessis not being used the access hatchmust remain closed.

Access decks with ladders UAL havingplywood surfaces must be inspectedfor any damage before use!

A4 Internalscaffold access


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A5.1 Access deck with ladder UAL

Scaffold access using access deckswith ladder UAL 15 can also be fittedto the outside of the scaffold. Theseare connected to the main scaffoldwith decking transoms UHD 4.

At the base level a ledger UH 3 andsteel decks UDS 7 (as footing for theladder) are fitted in the outer bay.

A5.2 Staircase UAS

Scaffold access positioned on theoutside can be fitted with the staircaseUAS 26.

The staircase is positioned in thedecking transom UHD 4 in the sameway as the steel deck UDS 7 is fittedand pushed sideways towards thebuilding.The stair guardrail UAG 27 is fixed onthe staircase stringer and pusheddownwards to lock behind a tread.The inside stair guardrail UAH 28serves as a safety feature on the innerface of the staircase UAS 26.

A5 Externalscaffold access


Every possible step must be taken tominimise the possibility of men ormaterials falling during the erection ofthe scaffold.

Transport according to Germanregulations.

For scaffolds with a top platform heightgreater than 8.00 m (deck height abovefixing level), scaffold hoists must beused. The use of a rope and wheel ispermitted for this purpose.

However, if the scaffold to be erectedis not longer than 10.00 m, it ispermitted to erect to a height of14.00 m without the use of a hoist.

In those bays where materials are tobe transported manually, both ledgersUH must be fitted as side protection.When transporting material manually,a scaffolder must be positioned oneach scaffolding level.

Guardrail fitted at base level!

If the material is stacked in each bay,the whole team can move from bayto bay supporting the erector withmaterial in advance.

A6 Erecting furtherscaffold levels

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As end side protection, two ledgersUH 72 3 together with a toe boardUPT 16 can be fitted instead of theend guardrail frame UPX 17.

A complete scaffold level is nowready!

A6.2 Erection sequence

The erection sequence begins in thebay in which the material is beingraised.

The procedure is as follows:

1. Fit handrailWhen setting foot on the next scaffoldlevel, a ledger UH 3 must be fitted toserve as a handrail.

Before moving into the adjoining bayfit the ledger UH 3. Fit both ends ofthe ledger UH 3 into the rosette onthe outside standard UVR 5 andsecurely fix the wedges.

Ledgers UH 3, which are fitted asguardrails, have a structural functionand therefore must be installed for thefull elevation of the scaffold. There arecases where the ledger UH 3 isintermittent and still has a structuralfunction please see B4 anchor details.

2. Completion of the side protection

In every bay, fit the second ledgerUH 3 and the toe board UPT 16.

Place the pins on the toeboardUPT 16 into the holes in the top plateof the decking transom UHD 4.At the end of the scaffold fit the verticalstandard UVR 5 and the end guardrailUPX 17.

From the second scaffold levelupwards diagonal braces are notrequired due to the use of ledgersUH 3.

On the top level at the end of thescaffold guardrail posts UVP 8 may beused instead of top standards UVH 6.

The end guardrail UPX 17 is fitted tothe outer vertical standard UVR 5 usingthe attached coupler.


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A6.2 Erection sequence

3. Fitting the vertical standards UVR

Fit the vertical standards UVR 5 overthe spigots of the lower verticalstandards UVR 5 ensuring that theholes in the spigot and the holes inthe bottom of the vertical standardUVR 5 line up.

If vertical standards UVR 200 5 areused a standard will always be availableon the next level for the side protectionto be fitted to.

4. decking transom UHD andsteel decks UDS

For the next scaffold level fit thedecking transom UHD 4 in the rosettesof the vertical standards UVR 5 withthe red marking to the outside standard(maximum height between levels is2.00 m)

Continue to fit steel decks UDS 7sliding them towards the building toengage the lock preventing lift off.Fit access deck UAL 15 on eachscaffold level.

Repeat steps 1 to 4 until all scaffoldlevels are complete.


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singlewall tie

A6.3 Anchors

A6.3.1 General

Anchoring is carried out progressivelyduring the erection of the scaffoldaccording to the relevant anchorpattern (see section B4). Ring boltsUFE are used for fastening to thefaade. Wall ties UWT 20 fitted directlyto the tube of the vertical standardUVR 5 immediately beneath thedecking transom UHD 4 with couplerscomplying with DIN EN 74 are usedto connect the scaffold to the ring boltsUFE. Individual wall ties UWT 20 maybe fitted up to 40 cm above or belowthe decking transom UHD 4.

Anchors do not carry vertical loads!

German regulations:Guidelines for Safety and HealthProtection in the Erection of ScaffoldingSystems (BGR 166)

A6.3.2 Single wall ties

The wall tie UWT 20 is fixed to thevertical standards UVR 5 using a rightangled coupler.Tensile and compressive forcesare carried at right angles to thefacade. (A)


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wall tie

A6.3.3 Wall ties

The wall tie UWT 20 is fixed to bothinner and outer vertical standardsUVR 5 with right angled couplers.Tensile and compressive forces arecarried at right angles and parallelto the facade (A and A II)

Wall ties UWT 20 should be fitted asclose as possible to the deckingtransom UHD 4 to give the greatestheadroom through the scaffold lift andso that console brackets UCB 11 canbe fitted without difficulty.

In exceptional cases, the wall tieUWT 20 can also be fitted above thedecking transom UHD 4.


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A

) 300 320 720

A III

ca.90

A I


Triangulatedanchors

pressure-resistant ties

ca.45

ca.45

A6.3.4 Triangulated anchors

Two wall ties UWT 20 are fixed at anangle of 45 to the ledger line withright angled couplers.

They can either: both be connected to the vertical

standard UVR 5 with right angledcouplersor

the first wall tie UWT 20 connectedto the vertical standard UVR 5 and thesecond wall tie UWT 20 connected tothe first wall tie UWT 20 at 90 bothconnections with right angled couplers.

Triangulated anchors carry tensileand compressive forces at rightangles and parallel to the facade(A I und A III).

A6.3.5 Pressure-resistant ties

The wall tie UWT 20 is fixed to thevertical standard UVR 5 with a rightangled coupler.The tube end, without a hook, ispositioned against the faade.

This arrangement can only carrycompressive forces at right anglesto the facade (A ).


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A7.1 Modifying and refitting systemdecks in individual bays

The integrated protection against liftingallows individual decks to be removedand refitted anywhere on the scaffold.

This allows:

individual bays to be removed or

openings left during erection tobe closed

In bays which are left open, endguardrail frames UPX 17 should befitted either side of the plannedopening.

As end protection, two ledgersUH 72 3 and a toe board UPT canbe used instead of the end guardrailUPX 17.

Steel decks UDS 7 can be removedsafely when standing on the scaffoldlevel beneath.

The opening can be closed by refittingthe steel decks UDS 7 and the sideprotection.

A7 Erecting andadapting sectionsof scaffold


A7.2 Subsequent closing ofscaffold areas

If a U-shaped enclosure of anobstruction has to be allowed for duringerection, e.g for a formwork bracket,then the resulting opening in thescaffold can be closed afterwards withPERI UP.

The scaffold is erected, as describedin sections A1 A6, either side of theplanned opening as independentscaffolds and anchored to the building.

When the opening is to be closedproceed as described in section A6Erecting further scaffold levels.

Insert the UH ledger 3 for the next bayfrom a safe position. This means fittingthe guardrail before entering the newscaffold bay.

A7 Erecting andadapting sectionsof scaffold

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T4

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T6


Compatibility with PERI UP T 72

The PERI UP Rosett 72 modularscaffold system can easily becombined with PERI UP T 72 facadescaffolding due to the coordinatedsystem design and dimensions of thecomponents.

The integrated protection against liftingof the decks eliminates any risk oftripping at the interchange betweenthe modular and frame variants andno additional components are requiredto prevent lifting. Thus any combinationeither vertically or horizontally ispossible.

PERI UP T 72 and PERI UP Rosette 72must be erected according to theofficial assembly and use instructions.

Possible applications: Variations in height Adding loading platforms

to existing faade scaffolds Enclosing obstacles e.g. bay

windows

The areas of interface betweenPERI UP Rosett and PERI UP T 72 aredescribed in the following sections.

A8 CombiningPERI UP Rosett 72and PERI UP T 72

25b

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PERI

UP T 7

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tt 72

A8.1 Combining side by side

PERI UP Rosett 72 modular scaffoldis connected to PERI UP T 72 facadescaffold with steel decks UDS 7 andguardrails UVG 9.

One end of the steel deck UDS 7 sitsin the T-frame UVT T4 and the otherin the decking transom UHD 4.

Guardrail couplers UPR 25a andguardrail holders UPW 25b are fixedto the vertical standard UVR 5 to allowguardrails UPG 9 to be fitted.

For this either a guardrail couplerUPR 25a can be inserted into therosette and the bolt fastened oralternatively a guardrail holderUPW 25b is inserted in the rosette ready.


T 72

R 72

T4

5

R 72

T 72

10c

T4

T10


A8.2 Combining one abovethe other

The transition can take place at anyheight.

A8.2.1 Rosett 72 on T 72

Fit vertical standards UVR 5 e.g.UVR 200, over the inner and outerspigots of the T- frame UVT T4and continue erecting according to theassembly and use instructions forPERI UP Rosett 72.

The longitudinal bracing using facebraces UBF T10 is fitted on the lowerPERI UP T 72 only.(See T 72 instructions for assemblyand use Part B anchor pattern).

At the interface with PERI UP Rosetta coupler brace UBC 10c is fitted abovethe last face brace UBF T10.

Due to the high rigidity and stiffnessof the PERI UP Rosette/Ledgerconnection no further diagonals arerequired.

A8.2.2 T 72 on Rosett 72

Fit T-frame UVT T4 over the spigotsof the vertical standards UVR 5 andcontinue erecting according to theassembly and use instructions forPERI UP T 72.


T10


A8.3 Interlocking combinations

PERI UP T 72 faade scaffolding canbe interwoven with Rosett 72 and viceversa.

There is no restriction to extent orlocation.

A8.3.1 T 72 in Rosett 72

Connections at the interface aredescribed in A8.1 and A8.2.

One face brace UBF T10 must be fittedin every five T 72 bays.



A8.3.2 Rosett 72 in T 72

Connections at the interface aredescribed in A8.1 and A8.2.

No diagonals are required in bayserected in Rosett 72 as the ledgersUH 3 fitted as guardrails brace thescaffold.


11

8

24

5

11

11

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Schutzwand UPP


Bolt M10

A9.1 Extending with scaffoldbrackets

Scaffold brackets allow externalwidening of the scaffold levels by 32,36, 72 or 104 cm.

Open the integrated coupler to fit theconsole bracket UCB 32 11a, UCB 7211c and UCB 11d. Angle the consolebracket UCB 11 slightly and place thehook around the vertical standard UVR5, and then push back the consolebracket as far as possible, close thecoupler gate and tighten the bolt.

When fitting console bracket decks atthe same level as the main deck theunderside of the console bracketUCB 11 transom sits on the rosetteof the vertical standard UVR 5.

The console bracket UCB 36 11b fitson a rosette in the same way as aledger UH 3 and the wedge securedwith a hammer blow.

A9.1.1 Console bracketsUCB 32 and UCB 36

A guardrail post UVP 100 8, with aspigot ULT 24 fitted prior to erectionis required on console bracketsUCB 32 11a and UCB 36 11b.

When attached with bolts the spigotULT 24 cannot fall through the endtube of the console bracket UCB 11and cause damage or injury to scaffoldpersonnel or become detached duringtransportation.

Vertical standards UVR 5 or topstandards UVH 6 can be used insteadof guardrail posts UVP 100 8.

A9 Installingsupplementarycomponents

12

11

5

12


A9.1.2 Console brackets UCB 72 andUCB 104; Console bracket braceUCP 72/104

The console brackets UCB 72 11c andUCB 104 11d can, according to useand loads, be used with or without theconsole bracket brace UCP 72/104 12.(See Part B anchor patterns).

Fit console bracket UCB 11 aspreviously described.

To fit the console bracket braceUCP 72/104 12 first loosen the bolt tothe attached half swivel coupler. Insertthe spigot into the console brackettube and then turn the console bracketbrace UCP 72/104 12 until the luglocates under the hook. Then fix theconsole bracket brace UCP 72/104 12to the vertical standard UVR 5 usingthe attached half swivel coupler.

A vertical standard can be attached tothe UCB 72 11c and UCB 104 11dconsole brackets instead of theguardrail post UVP 8.


619

8

3

3

5

26

Schutzwand UPP


A9.2 Protection panel UPP

The protection panel UPP 19 issuspended from the ledger above thenext scaffold level.

Suspend the protection panel UPP 19from the ledger UH 3 above using bothhooks.The hooks either side of the protectionpanel UPP 19 must engage the verticalstandard UVR 5 to prevent theprotection panel UPP 19 from comingoff.

To extend the protection panelUPP 19 fit a vertical standard UVR 5or top standard UVH 6 link with a ledgerUH 3 and suspend the protection panelUPP 19 as before.

Alternatively vertical standardsUVR 200 5 can be fitted to take twolevels of protection panels UPP 19.


18

3

1111

7

5 7

23 7

11

518

3


A9.3 Overhead protection fans

Integrated protection fans arenecessary to protect people walkingbelow from falling objects.The covering must be tight fitting tothe building with no gaps.

Fit a console bracket UCB 72 11c orUCB 104 11d to the external verticalstandard UVR 5, insert the steel decksUDS 7 and slide them towards thebuilding until it locks.

Loading requirements may prove thatconsole bracket braces UCP 72/10412 have to be fitted.

Insert the deck gap filler DU 23between the main decking and theconsole bracket decking to close allgaps.

Then place the protection panelconnector UPC over the spigot on theconsole bracket UCB 11. Fit steeldecks UDS 7, with the upper surfacefacing the building, into the gap in theprotection panel connector 18.

The fitting of a ledger UH 3 as sideprotection at this level will separatethe working area from the protectionarea.

For scaffolds without internal bracketsa protection fan can be erected withoutdeck gap fillers UD 23.

This is achieved by fitting the deckingtransom UHD 4 with the red marks tothe inside and pushing the steel decksUDS 7 to the outside edge (max.distance between deck and buildingno greater than 30 cm).


2122

5

3

7

4

5

5

4

22

14 21

2


A9.4 Bridging

To bridge openings or entrances tobuildings decks up to 4.00 m can beused. For greater spans scaffold bayscan be erected off steel ULS 21a oraluminium ULA 21b lattice girders(50 or 70 cm deep girders can be useddepending on the loads to be carried).Only couplers complying with DINEN 74 may be used.

A9.4.1 Assembling of lattice girdersULS/ULA

Fix right angled couplers to connectthe top chord of the lattice girdersULS/ULA 21 to the vertical standardsUVR 5 either side of the opening atthe required height. With ropes lift thelattice girder ULS/ULA 21 into thecouplers and secure, then connect thebottom chord of the lattice girderULS/ULA to the vertical standardUVR 5 with right angled couplers.

If the right angled couplers connectingthe lattice girder ULS/ULA 21 to thevertical standard UVR 5 are fitted2 cm beneath the decking transomUHD 4 the steel decks UDS 7 acrossthe girders ULS/ULA 21 will be at thesame level as those in the adjoiningbays.

Working from within the main scaffoldfit the starter tube ULB 22 over thelattice girder ULS/ULA 21 and placethe collar UVB 24 2 over the spigot ofthe starter tube ULB 22. Then connectinner and outer starter tubes ULB 22with a decking transom UHD 4 andinsert a vertical standard UVR 5 intothe outer collar UVB 24 2.

In this situation we recom-mend usinga 1.00 m long vertical standard UVR 5.

Fit a ledger UH 3 at the upper guardraillevel in the outer lattice girder standardand insert a steel deck UDS 7 in thedecking transom UHD 4 connectingthe starter tubes ULB 22.

Then from the same safe position slidethis assembly on the top chord of the

lattice girder ULS/ULA 21 using theledger UH 3 and steel deck UDS 7 intothe middle of the span. Then fit thissteel deck UDS 7 and ledger UH 3 intothe already erected bay.

Link the starter tubes ULB 22 with acoupler transom UHC 14 and thencomplete the decking and guardrailsto all bays.


529

21


A9.4.2 Assembling lattice girdersULS/ULA with a scaffold

For fast and safe assembly of latticegirders at low levels.

As an alternative to the previousmethod, lattice girders may also beinstalled from a scaffold.

Here, the vertical standards UVR 5 inthe opening are erected approxi-mately5 cm out of line.

After erecting the second scaffoldlevel, the lattice girders ULS/ULA 21,can be introduced across the openingfrom the first scaffold level platform.

Continue erecting as previouslydescribed and on completion dismantlethe temporary scaffold in the opening.


14

20

22

21

5

14

20

22

21

5

) 30

19

A

B

L

A

B

L

) 30

19

2

21

20

a 3a 2

a 1a 3

a 2a 1

21

20

a 3a 2

a 1a 3

a 2a 1

2

A B


Bracing withscaffold tubebraces

Bracing withUWT wall tie

A9.4.3 Bracing and anchoring thelattice girder ULS/ULA

The following illustrations show therequired bracing and anchorage for thelattice girders ULS/ULA 21 when usedin the standard configuration detailedin section B4.

A9.4.4 Bracing with scaffold tube

The top chord of the lattice girdersULS/ULA 21 are braced with scaffoldtube and swivel or right angledcouplers.

Anchors and diagonals on the mainscaffold are to be erected accordingto section B.

When console brackets UCB 11 arerequired they should be fixed to thestarter tube ULB 22.

A9.4.5 Bracing with wall tie UWT

As an alternative to bracing withscaffold tubes, the lattice girderULS/ULA 21 can be braced using wallties UWT 20 and right angled couplers.


a 3

21

5

204

21

5

20

22

450

50

1619

) 30

50

50

1619

) 30

A

B

L

A

B

L

2

21

20

22

2

21

20

a 1a 2

a 3a 2

a 1

A B

a 3a 1

a 2a 3

a 2a 1


Bracing withscaffold tubebraces

Bracingwith UWTwall tie

A9.4.6 Bridging with twin latticegirders ULS/ULA

All four top chords of the lattice girdersULS/ULA 21 must be braced withscaffold tube and swivel couplers.

Alternatively the top chord of the latticegirders ULS/ULA 21 can be bracedwith wall ties UWT 20 and right angledcouplers.

Bridging with twin lattice girdersULS/ULA 21 doubles the permissibleload as allowed on individual girders.


213

13

5

24

10a

1 3

13

7

9

23

23


Arrangement 1 Arrangement 2

A9.5 Pavement gantry UVG

Safe conditions for pedestrians arecreated using the pavement gantryUVG 13.

Insert spigots ULT 32 24 in thepavement gantry UVG 13 and securewith bolts. Place the pavement gantryUVG 13 over the adjustable base platesUJB 1.

Connect pavement gantries UVG 13with ledgers UH 3 fixed at the top andbottom of both inner and outer leg. Tofurther protect pedestrians guardrailsUPG 9 can be fitted to both inner andouter legs. Starting in the middle ofthe transom of the pavement gantryUVG 13 and working outwards fit steeldecks UDS 7 to cover the completepassageway.

Bracing with ledgers UH 3 anddiagonals 10 is described in the B4anchor patterns.

Face braces UBF T10 may be fitted tothe pavement gantries UVG 13 in placeof ledger braces UBL 10a.

Arrangement 1

From the pavement gantry UVG 13the scaffold is erected firstly withcollars UVB 24 2 fitted over the spigotsULT 32 24. The standards UVR 5 arethen inserted as described in section2.1 and braced with ledgers UH 3.

If plastic sheeting is to be laid directlyon the pavement gantry decks thisarrangement eliminates the risk ofdamage to the membrane by providingan independent walkway.

Arrangement 2

Alternatively erect the verticalstandards UVR 5 directly of the spigotsULT 32 24.



A9.6 Sheeting

When using nets or tarpaulins ascovering careful attention must be paidto the scaffold anchorage. Thepermeability of the netting and theratio of openings in the faade willdetermine the number of anchorsrequired (see section B4 anchorpatterns).

The whole scaffold must be cladincluding ends.

A9.6.1 Covering with nets

The standard configuration shown insection B4 considers netting with thecoefficients (cf ) 0,6 and cf II ) 0,2). Thenets should have eyelets so that theycan be fitted to the vertical standardUVR 5 with ties at centres no greaterthan 50 cm.

A9.6.2 Covering with tarpaulin

The tarpaulin should have eyelets sothat they can be fitted to the verticalstandards UVR 5 with ties at centresno greater than 50 cm.


17

16

3

4

7

7


To dismantle the scaffold follow steps1 to 6 in reverse.

In order to ensure the safety of thescaffolders working on the upper levelsof the scaffold the following stepsshould be adhered to.

1.Remove the toeboard UPT 16, endguardrail frames UPX 17 and the lowerledger UH 3 (middle guardrail). Releaseand remove the top ledger UH 3 (topguardrail) successively working backto the access ladder bay. Remove thelast ledger UH 3 from the access ladderbay only when leaving that level.

2.Dismantle the steel decks 7 anddecking transom UHD 4 from below.

3.Then remove the verticalstandard UVR 5.

4.Repeat steps 1-3.

A10 Dismantling

35

6

6,00

xxxxx

xxx

xxxxx

x


B1.1 Belge

1

0,75

xxxxxxx

xx

xxxxxx

xxxxxx

xxxx

Weight[kg]

5,2 7,111,214,117,019,925,9

25,429,3

6,28,313,316,720,123,4

4,55,97,910,313,015,2

13,316,719,522,0

2

1,50

xxxxxxx

xx

xxxxxx

xxxxxx

xxxx

3

2,00

xxxxxxx

xx

xxxxxx

xxxxxx

xxxx

4

3,00

xxxxxx

xxxxx

xxxxxx

xxx

5

4,50

xxxxxx

xxxx

xxxxxx

xx

Scaffold deck

Steel decks UDS

Access deck withladder UAL

Timber decks UDT

Aluminium decks UDA

Length[m]

0,721,041,502,002,503,004,00

2,503,00

0,721,041,502,002,503,00

0,721,041,502,002,503,00

1,502,002,503,00

Width[m]

0,320,320,320,320,320,320,32

0,640,64

0,320,320,320,320,320,32

0,320,320,320,320,320,32

0,640,640,640,64

Load class according toEN 12811

Uniformly distributed load p [kN/m2]

x = permissible = not permissible

B1.1 Decks

The standard configurationconsidered in theseinstructions limit the use toload classes 1-3 due to the70 cm width of the scaffold.

B1 Load capacity

La1

a2

a3

a3

a2

a1


B1.2 Lattice girders

Span L = 600 cm

Span L = 800 cmTwo single loads at distance of 250 cm from the supports

Type

Depth /Length

[cm/cm]

50/42550/52570/52550/42550/52570/525

50/52550/62550/52550/62570/52570/62570/52570/625

50/62570/62570/82550/62570/62570/825

70/82570/825

70/82570/825

Endchord

connection

bottom/top

[]

NK/NKNK/NK

NK/NKNK/NK

NK/NKNK/NKNK/NKNK/NK

NK/NK

NK/NKNK/NK

NK/NK

NK/NKNK/NK

NK/NKNK/NK

Centrepointload

perm. F

[kN]

6,36,3

16,316,3

6,36,315,615,6

3,5

5,013,1

15,9

2,213,2

2x 2,52x 8,2

Endchord

connection

bottom/top

[]


NK/UNKNK/UNK

NK/NKNK/NKNK/NK

UNK/NKNK/NKNK/NK

UNK/NKUNK/NK


NK/UNKNK/UNK

NK/NKNK/NK

NK/NKUNK/NK

a2

[cm]

100100100

100100

100100

100100100

4x100

300

a3

[cm]

100100100

250

Span L = 400 cm

a1

[cm]

200200200100100100

250250150150250250150150

300300300100100100

400

250

Aluminiumlattice girder

ULA HD

Steel latticegirder ULS

NK: Right angled coupler class B, EN 74 (SWL 9 kN)UNK: Right angled coupler with a check coupler class BB (15kN)

Span L = 500 cm

Span L = 800 cm

Spacing ofgirder bracing

2x125 + 3x100 + 2x125

Centrepointload

perm. F

[kN]

15,115,120,730,730,731,1

15,115,127,227,420,720,729,129,1

8,812,112,123,226,826,6

5,422,5

2x 6,02x 14,6

B1 Load capacity


Anchorpattern

8,0 m offset

4,0 moffset

2,0 m

Baylength

1,0

1,2

2,3

2,8

1,2

1,4

2,5

3,0

5,0

6,0

2,3

2,3

3,2

3,4

1,6

1,7

3,4

3,6

3,4

3,6

2,3

2,3

3,2

3,4

1,6

1,7

3,4

3,6

3,4

3,6

Standard configurationwith open facade*

Standard configurationwith closed facade*

Cladding

with nets

with nets

withtarpaulin

withtarpaulin

PERI UP Rosett 72

A[kN]

A'[kN]

A'II[kN]

A[kN]

A'[kN]

A'II[kN]

Anchor load for

Singlewall ties Triangulated anchors

2,3

2,3

2,6

2,8

3,4

3,6

3,1

3,6

3,5

4,2

5,0

6,0

2,3

2,3

2,6

2,8

3,4

3,6

B2.1 Triangulated anchorsor single wall ties

Singlewall ties Triangulated anchors

* open facade - closed facade dependson the ratio of net area of the facade An(with the openings deducted) and thegross area of the facade Ag:

= 1,0 : closed facade

= 0,4 : open facade

AnAgAnAg

AnAg

B2 Anchor forces

2,5 m

3,0 m

2,5 m

3,0 m

2,5 m

3,0 m

2,5 m

3,0 m

2,5 m

3,0 m


B2.2 Wall ties

Anchorpattern

8,0 moffset

4,0 moffset

2,0 m

1,5

1,5

1,7

1,9

2,2

2,4

1,0

1,2

2,3

2,8

1,2

1,4

2,5

3,0

5,0

6,0

1,5

1,5

2,1

2,3

1,1

1,1

2,2

2,4

2,2

2,4

Cladding

with nets

with nets

withtarpaulin

withtarpaulin

PERI UP Rosett 72

A[kN]

Baylength

2,5 m

3,0 m

2,5 m

3,0 m

2,5 m

3,0 m

2,5 m

3,0 m

2,5 m

3,0 m

3,1

3,6

3,5

4,2

5,0

6,0

Standard configurationwith open facade*

Standard configurationwith closed facade*

AII[kN]

A[kN]

AII[kN]

Anchor load for

Wall tie

* open facade - closed facade dependson the ratio of net area of the facade An(with the openings deducted) and thegross area of the facade Ag:

= 1,0 : closed facade

= 0,4 : open facade

AnAgAnAg

AnAg

B2 Anchor forces

0,72

Fi

0,72

Fa


Internal leg load

External leg load

16 m24 m 8 m

Equipment

Without internalconsole bracket

With internal consolebracket UCB 32

Without externalconsole bracket

With external consolebracket UCB 32



Protection panel (additionalto console bracket or frame)

Protective fan on consolebracket UCB 72 (includesconsole bracket UCB 72)

Protective fan on consolebracket UCB 104 (includesconsole bracket UCB 104)

Baylength

[m]

2,5

3,0

2,5

3,0

2,5

3,0

2,5

3,0

2,5

3,0

2,5

3,0

2,5

3,0

2,5

3,0

2,5

3,0

Fi[kN]

7,0

8,0

12,8

14,9

Fa[kN]

10,7

12,1

Fi[kN]

5,5

6,3

10,2

11,8

Fa[kN]

7,9

9,0

Fi[kN]

3,9

4,6

7,5

8,8

Fa[kN]

5,2

6,0

Height of scaffold

Additional to Fa per level [kN]

1,9

2,3

4,0

4,7

6,3

7,4

0,6

0,7

1,4

1,6

1,6

1,8

PERI UP Rosett 72For use up to load class 3 (2,00 kN/m2)(One working platform)

B3 Reaction forces

1,76

0,72

Fa Fi

FDa FDi


PERI UP T 72For use up to load class 3 (2,00 kN/m2)(One working platform)

Pavement Gantry

FDa[kN]

0,4 x Fa

FDi[kN]

Fi+0,6 x Fa

Bridgings

FUa[kN]

FUi[kN]

L

Fa Fi

FUa FUi

F F F F F

FU FUL L

Bay lengthL [m]

L = 8,0 m

2,10 x Fa

1,85 x Fa

2,10 x Fi

1,85 x Fi

2,50

3,00

Fa , FI to be choosen forrequired bay length L.

L = 6,0 m

1,70 x Fa

1,50 x Fa

1,70 x Fi

1,50 x Fi

2,50

3,00

L = 5,0 m

1,50 x Fa

1,35 x Fa

1,50 x Fi

1,35 x Fi

2,50

3,00

L = 4,0 m

1,30 x Fa

1,20 x Fa

1,30 x Fi

1,20 x Fi

2,50

3,00

F F

B3 Reaction forces


B4.1 General

On the following pages variousanchor patterns, for use on PERI UPRosett 72, are shown for differentcombinations of components i.e.inside console brackets, fans etc. forboth unclad scaffolds and scaffoldswith nets or tarpaulins.

The diagrams indicate the anchortype, position and number togetherwith any additional ledgers/transomsand braces as well as maximum jackextension for different combinationsof supplementary components.

There are two basic arrangements:Basic arrangement 1 (page 48)For unclad scaffolds andNetted scaffolds in front of closedfacadesBasic arrangement 2 (page 64)For netted scaffolds in front of openfacades andTarpaulin clad scaffolds

Please note:

All anchors, diagonals and horizontalledgers in the basic arrangements(shown in grey) must be fitted.

When fitting supplementarycomponents additional anchors,diagonals and horizontal ledgers(shown in black) must also be fitted.

Where console brackets are shownexternally they may only be fitted onone level but that level may be atany height.

If the scaffold is erected withoutcollars UVB 24 the maximum jackextension, as shown in the diagrams,must be reduced by 26 cm.

Where the diagram shows 2 deckingtransoms UHD, one 50 cm abovethe other, a base frame UVF may besubstituted.

Application:The scaffold, for the appropriateload class, may be used inaccordance with the minimumrequirements of the EuropeanSafety and Health Directive for theuse of work equipment by workersat work (89/655/EEC).

The following applies to allanchor patterns:Scaffolding to the standardconfiguration with a maximumheight of 24.00 m and max. jackextension.3.00 m bay lengthsLoading up to scaffold group 3(2.00 kN/m2) with working load onone platform level only.Scaffold in front of open, where upto 60% of the face area containsopenings, or closed facades.

For unclad scaffolds in front ofclosed facades the followingvariations are allowed at theend bays.

Anchor loads and support reactionscan be taken from Table B2.

In the basic arrangement 1two single wall ties and onetriangulated anchor in place of threewall ties every 5th bay.

or

In the basic arrangement 2, twotriangulated anchors can beused in place of three wall ties every5th bay.This means that the plan bracecan be omitted.

or

8 m

4 m

8 m

8 m

n * 5 baysor

n * 5 bays

B4 Anchor patterns

104

Rosett72

GG3

h

32

32

72

104

104

72

72

72

4m

8m

72

6m

104

72

32


B4.2 Key

on console bracket UCB 104 withconsole bracket brace

PERI UP Rosett 72load class 3(2,0 kN/m2)

Maximum jack extensionHeight h (including plate and nut)

without console bracket

External console brackets UCB 32or UCB 36, UCB 72

Internal console bracketUCB 32 or UCB 36

Internal console bracket UCB 32 / UCB 36and external console bracket UCB 72

Protective fan

on console bracket UCB 72

Protection panel


on frame

on console bracket UCB 32


Bridging

4,0 m, with steel decks

6,0 m, with lattice girders

8,0 m, with lattice girders

Pavement gantry

Scaffolding with nets

for closed facade

for open facade(with 60% openings)

for open facades(with 60% openings)

Extension console brackets

Internal console bracket UCB 32 / UCB 36External console bracket UCB 32 / UCB 36

Scaffolding with tarpaulin

for closed facades

Internal console bracket UCB 32 / UCB 36and external console bracket UCB 104with console bracket brace

nets

tarp

sta

rps

nets

External console bracket UCB 104with console bracket brace


B4 Anchorpatterns

32 104

104

104 104

104

72

32

32

4m

104

6m

8m

32

72

32

104

104

104

72

32

32

32

72

72

72

72


or protectionpanel

B4.3 Overview of equipmentcombinations

PERI UP Rosett 72: For use up to scaffold group 3

Page

B4.5.1 Minimum anchorpositions 46

B4.5.2 Basicarrangement 1 478 m offsetanchor pattern

B4.5.3 Version 1 48

B4.5.4 Version 2 49

B4.5.5 Version 3 50

B4.5.6 Version 4 51

B4.5.7 Version 5 52

B4.5.8 4.00 m bridging 53

B4.5.9 6.00 m bridging 54

B4.5.10 8.00 m bridging 55

Unclad

or protectionfan

Extensionconsole brackets

BridgingPavement

gantrycladding

The grey fields are possible but arenot featured here.

Further combinations are listed in B5.

B4 Anchorpatterns

104

104

72

72

32

104104

72

104104

32

32

104

32

72

104

104

104

7272



PageBridgingPavementgantry

cladding


B4.5.11 Pavement gantry 56

B4.5.12 Pavement gantry 57

B4.5.13 Top level notanchored 58

B4.6.1 Closed facade,min. anchoringpositions 598.00 m offset anchor pattern

B4.6.2 Closed facadeVersion 1 60



B4.6.5 Open facadeBasicarrangement 2 634.00 m offset anchor pattern

B4.6.6 Open facadeVersion 1 64



Extensionconsole brackets Unclad

Nets

or protectionpanel

or protectionfan



B4 Anchorpatterns

nets

nets

nets

nets

nets

nets

nets

nets

104

104

104

104

104

104

104

104

104

104



PageBridgingPavementgantry

cladding


B4.7.1 Closed facadeMin. anchorpositions 67


B4.7.3 Open facadeMin. anchorpositions 69


Extensionconsole brackets Tarpaulin

or protectionpanel

or protectionfan

tarp

sta

rps

tarp

sta

rps



B4 Anchorpatterns


B4.4 Legend

protectionpanel

single wall tie

wall tie

triangulated anchor


anchor type:

ledger UHledger brace UBL

tie

clos

ed f

acad

e

internalconsolebracket

open

fac

ade

access ladder bay

externalconsolebracket

2 x ledger UH

horizontal brace UBH

ledger brace UBL

consolebracketbrace

protectivefan

deckingtransom

protective fan

2. deckingtransoms UHD

Ledger UH asguardrail

deck level

ledger UH in thelevel of deck

AB A B

Cladding(nets, tarpaulin)

Ledger UH asintermediateguardrail

cladding(nets, tarpaulin)

B4 Anchorpatterns

32

) 0,30m0,72m

8m

) 0,3m

) 0,3m

4m8m

0,72m0,72m

"A" "B" "A" "B"

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

50

32

UHUHUHUH


Standard configuration for open and closed facadesPERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 950-6900Fax: 0 73 09 / [email protected]

Modular Scaffolding PERI UP Rosett 72

H )

24m

wall tie

single wall tie

Note: The side protection is not complete shown for static purposes only

UH UBL 2x UHDUHUH

or

Rosett72

GG3

UBL

B4.5.1 Unclad,minimumanchor positions

) 0,3m

) 0,62m0,72m

8m

4m8m

0,72m0,72m

"A" "B" "A" "B"

30

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

) 0,3m


wall tie

single wall tie

PERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 950-6900Fax: 0 73 09 / [email protected]



Standard configuration for open and closed facades

H )

24m

UH UBL

8 m offset anchor pattern

UH2x UHD

Rosett72

GG3

UH

2x UH

UBL

B4.5.2 UncladBasic arrangement 18.00 m offset pattern

) 0,62m0,72m

8m

4m8m

) 0,3m

0,72m0,72m

"A" "B""A" "B"

) 0,3m

35

32

32

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m


Note: The side protection is not complete shown for static purposes only wall tie

single wall tie



H )

24m

UH 2x UH

or

UH

2x UHD

Rosett72

GG3

UBL

UBL UH

UH

B4.5.3 UncladBasic arrangement 1Version 1

) 0,62m0,72m

8m

4m8m

) 0,3m

0,72m0,72m

"A" "B" "A" "B"

) 0,3m

35

32

32

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

72

72

72






single wall tie

H )

24m

UH UBL

or

UH

2x UHD

Rosett72

GG3

UH

2x UHUH

UBLUH


) 0,62m0,72m

0,72m

8m

4m8m

0,72m

"A" "B" "A" "B"

0,72m 0,72m

72

72

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

) 0,3m

) 0,3m

30




wall tie

single wall tie


H )

24m

UH UBLUH

or

UH

2x UHD

Rosett72

GG3

UH

UH

UH UBL

2x UH


) 0,62m0,72m

0,72m

8m

4m8m

0,72m

"A" "B" "A" "B"

1,04m 1,04m

20

104

104

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

) 0,3m

) 0,3m






single wall tie

H )

24m

UH UBL

or

UH

2x UHD

Rosett72

GG3

UH

UH

UBL2x UH

UBL


104

0,72m

8m

4m8m

0,72m

"A" "B" "A" "B"

) 0,3m

) 0,3m

0,72m

104 104

1,04m

104

104

) 0,62m0,72m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

20




wall tie

single wall tie


H )

24m

UH UBL

or

2x UHD

UH

Rosett72

GG3

UH

UH

2x UH

UBL


Rosett72

GG3

) 3,0m

) 0,3m

) 0,62m0,72m

2,5m 4,0m 2,5m ) 3,0m 2,0m 4,0m 2,0m ) 3,0m

"A" "B""A" "B"

8m

4m8m

) 0,3m

0,72m0,72m

35

4m


wall tie

single wall tie





H )

24m

UH

UH

2x UHD

Rosett72

GG3

UH

2x UH UH UBL

UH UBL

with adjoining bays2,5 m

with adjoining bays) 2,0 m

B4.5.8 UncladBasic arrangement 14.00 m bridging

104

) 0,62m0,72m

0,72m

"A" "B""A" "B"

8m

4m8m

) 0,3m

0,72m

1,04m

6,0m

6m

104

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

1,04m

) 0,3m

104

104

72

20



single wall tie



H )

24m

UH

UH

2x UHD

2x UH

or

Rosett72

GG3

2x UH UBL

UBL

UH

UH

UH


32

32

) 0,62m0,72m

) 0,3m

"A" "B""A" "B"

4m8m

) 0,3m

0,72m0,72m3,0m 2,5m 3,0m 2,5m 3,0m

(3,0m) (2,0m) (3,0m)

20

8m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

8m

104

0,32m 0,32m

104

72


wall tie

single wall tie





H )

24m

UH 2x UH

UH

or

2x UHD

Rosett72

GG3

UH

UBL

UBL


) 0,3m

) 0,30m

1,76m

"A" "B""A" "B"

4m8m

2m8m

32

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

) 0,3m

1,76m

0,72m

1,76m

0,72m

32

25

72




wall tie

single wall tie


H )

24m

UH 2x UBL transverse diagonals

UBL

or

Rosett70

GG3

UH

2x UH

UH

B4.5.11 UncladPavement gantrymin. anchor positions

104

) 0,62m1,76m

"A" "B""A"

) 0,3m

) 0,3m

4m8m

2m8m

0,72m

"B"

1,04m

20

72

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

104

1,76m

0,72m

1,76m

0,72m






single wall tie

H )

24m

UH 2x UBL transverse diagonals

UBL

or

Rosett72

GG3

UH

2x UH

UH

B4.5.12 UncladBasic arrangement 1Pavement gantry

"A" "B" "A" "B"

) 0,3m

) 0,3m




wall tie

UVR 200

locking pin

UVR 200



locking pin

UCB 32(UCB 36)

UH

UHD 72UWT 110

UPT

Rosett72

GG3

UH

B4.5.13 UncladBasic arrangement 1Top level not anchored

) 0,3m0,72m

"A" "B""A" "B"

4m8m

) 0,3m

0,72m0,72m

8m

) 0,3m

50

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m


wall tie

single wall tie





H )

24m

UH UBL

nets

nets

UBL2x UHD

Rosett72

GG3

UH

UH nets

UH

B4.6.1 Net closedfaade, minimumanchor positions

nets

32

) 0,62m0,72m

"A" "B""A" "B"

4m8m

) 0,3m

0,72m0,72m

) 0,3m

8m

35 32

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m




wall tie

single wall tie


UH

H )

24m

nets

nets

UH

2x UHD

or

Rosett72

GG3

UH

2x UH

UBL

UHUBL

UH nets

B4.6.2 Net closed faadeVersion 1

nets

72

) 0,62m0,72m

0,72m

"A" "B""A" "B"

8m

4m8m

) 0,3m

0,72m

) 0,3m

0,72m 0,72m

30 72

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m






single wall tie

H )

24m

UH 2x UH

nets

nets

UH

2x UHD

or

Rosett72

GG3

UH

UH

UBL

UH

UH

UBL nets


nets

104

) 0,62m0,72m

"A" "B""A" "B"

4m8m

) 0,3m

0,72m0,72m

) 0,3m

1,04m1,04m

20 104

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

8m

104

104104




wall tie

single wall tie


UH

H )

24m

UBL

nets

nets

2x UH

UH

or

2x UHD

2x UH

Rosett72

GG3

UH

UH

UH

UBL UH nets


nets

2m4m

4m

4m4m

) 0,30m0,72m

0,72m

"A" "B""A" "B"

) 0,3m

0,72m

) 0,3m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

50






H )

24m

nets

nets

2x UHD

Rosett72

GG3

nets

UH

4 m offset anchor pattern

B4.6.5 Net - open faadeBasic arrangement 24.00 m offset anchor pattern

nets

104

) 0,30m0,72m

"A" "B""A" "B"

) 0,3m

0,72m

) 0,3m

1,04m1,04m

0,72m

4m2m

4m

4m4m

4m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

20 104




wall tie

single wall tie


H )

24m

nets

nets

UH

or

2x UHD

Rosett72

GG3

UH

netsUH

B4.6.6 Net - openfaade, Basic arrange-ment 2, Version 1

nets

) 0,62m0,72m

0,72m

"A" "B""A" "B"

) 0,3m

0,72m

) 0,3m

2m4m

4m

4m4m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

50






single wall tie

H )

24m

UBH

nets

nets

UH 2x UHD

Rosett72

GG3

UH

nets

UH UBL

UBL UH

B4.6.7 Net - openfaade Basic arrange-ment 2, Version 2

nets

104

) 0,62m0,72m

"A" "B""A" "B"

) 0,3m

0,72m

) 0,3m

1,04m1,04m

0,72m

4m2m

4m

4m4m

4m

20 104

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

104

104104




wall tie

single wall tie


H )

24m

nets

nets

UHUBH

or

2x UHD

Rosett72

GG3

UH

UH UBL

UBL UH nets

B4.6.8 Net - openfaade, Basic arrange-ment 2, Version 3

nets

) 0,30m0,72m

0,72m

"A" "B""A" "B"

) 0,3m

0,72m

) 0,3m

2m4m

4m

4m4m

50

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

104

1,04m

104






wall tie

H )

24m

tarp

aulin

tarp

aulin


or

2x UHD

Rosett72

GG3

UH

tarpaulin

UH

UH

B4.7.1 Tarpaulin -closed faade,min. anchor positions

tarp

s

104

) 0,62m0,72m

0,72m

"A" "B""A" "B"

) 0,3m

0,72m

2m4m

4m

4m4m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

20 104 104

) 0,3m

1,04m

104104





wall tie


H )

24m

tarp

aulin

tarp

aulin

UBH

or

2x UHD

Rosett72

GG3

UH

UH

UH

UBL

UBL

UH

UH tarpaulin

B4.7.2 Tarpaulin -closed faadeVersion 1

tarp

s

104

4m

) 0,30m0,72m

0,72m

"A" "B""A" "B"

) 0,3m

0,72m

2m4m

4m

4m4m

50

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

104

1,04m

) 0,3m






single wall tie

H )

24m

tarp

aulin

tarp

aulin

or

Rosett72

GG3

UH

UH

UH tarpaulin

B4.7.3 Tarpaulin -open faade,min. anchor positions

tarp

s

104

104

) 0,62m0,72m

"A" "B""A" "B"

) 0,3m

0,72m

) 0,3m

1,04m1,04m

0,72m

4m2m

4m

) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m ) 3,0m

104

4m4m

4m

20

104104





single wall tie

H )

24m

tarp

aulin

tarp

aulin

UHUBH

or

Rosett72

GG3

UH

UH

UH tarpaulin

UBLUH

UBL

B4.7.4 Tarpaulin -open faadeVersion 1

tarp

s

72

- x x x x x x x x x - x x - x x x - - x x - x - x

x - x x x x x - x x x x - x x x - x - x x x x x

- - - - x x 51 - x - - x - - x x - x - x x x x x

- - - - - x x - x - - x - - - x - x - x x x x x

x 50 x x x x x - x x x x x x x x 50 x x x x x x x

50 50 50 x 50 50 x 50 x x - - 50 50 50 x 50 50 50 x 50 x 50 x

53 53 53 53 53 53 x 53 x x - - 53 53 53 x 53 53 53 x 53 x 53 x

x

x

x

x x


key to page

cladding without

open

nets

closed open closed openfacades

internal console bracketUCB 32/36

external consolebracket

max. one levelon any level +top level pro-tection panel

tarpaulin

x Permitted in accordance with this instruction booklet

- Not permitted according to this instruction booklet

49 Additional ties and components as detailed on page 49

protection panel onexternal standard

fan protection

bridging

pavement gantry

UCB32

UCB72

UCB104

UCB72

UCB104

4 m

6 m

8 m

B5.1 Componentcombinations

47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71

50 / 525 50 / 625 70 / 525 70 / 625 50 / 525 50 / 625 50 / 525 50 / 625 50 / 625 70 / 625 70 / 825 50/ 625 70/ 825 70/ 825

250 100 250 100 250 100 250 100 100 100 250 250 300 100 300 100 300 100 300 100 300 100 100

x x x x x x x x x x x x x x - x - x - - - x x x

x x x x x x x x x x - - x x - x - x - x1) - x x2) x

x x x x x x x x x x - - x2) x - x - x - - - x1) - x

- x - x x x x x - - - - - x - x - x - - - - - -

x x x x x x x x x x x x x2) x x x x x - - - - x2) x

- x - x x x x x - - x x x x - x - x - - - - x -

- x - x x x x x - - - - x x - x - x - - - - - -


Spacing ofadditionalbracing [cm]

size

internal consolebracket UCB 32/36

externalconsolebracket

max. onelevel on anylevel + toplevelprotectionpanel

UCB32

UCB72

UCB104

span

5 m 6 m 8 m

lattice girderst

eel U

LS

alu

min

ium

ULA

twin

alu

min

ium

ULA

twin

alu

. ULA

stee

l ULS

alu

min

ium

ULA

stee

l ULS

twin

alu

. ULA

Protection panel onexternal standard

fan pro-tection

UCB72

UCB104

x Permitted for the standard configuration

- Not permitted on the standard configuration

1) Protection panel on external console bracket not permitted

2) Protection panel on external console bracket not permitted with protection fan

B5.2 Use oflattice girders


Item no. Description Weight [kg]

Adjustable base plates

100411 Adjustable base plate UJB 38-50/30 3,3

100242 Adjustable base plate UJB 38-80/55 4,5

100159 Swivel base spindle UJS 38-80/55 4,8

100863 Handle lock UJS 1,0

019780 Heavy duty adjustable base plate TR 38-70/50 5,2

100244 Base plate UJP 1,2

Frames T 72

100200 Base frame UVF 72/124 12,4 100170 Base frame UVF 72/174 20,6 100212 T-frame UVT 72/200 14,7 100217 L-frame UVL 72/100 8,1

Tubes T 72

100220 Spigot tube UV 165 7,5

100222 Guardrail post UVP 100 4,5

Bracing UBF

100247 Standard diagonal bracing UBF 150/200 5,4




Components listPERI UP



Steel decks UDS

100488 Steel deck UDS 32 x 72 5,2

100486 Steel deck UDS 32 x 104 7,1

100355 Steel deck UDS 32x150 11,2

100373 Steel deck UDS 32x200 14,1

100375 Steel deck UDS 32x250 17,0

100377 Steel deck UDS 32x300 19,9

100820 Steel deck UDS 32x400 25,9

102605 Deck link plate UED 0,4

Timber decks UDT

on request Wood deck UDT 32 x 72 6,2

on request Wood deck UDT 32 x 104 8,3

on request Wood deck UDT 32x150 13,3




Aluminium decks UDA

on request Aluminium deck UDA 32 x 72 4,5

on request Aluminium deck UDA 32x104 5,9









Access decks UAL

100524 Access deck with ladder 64 x 250/3 25,5

100523 Access deck with ladder 64 x 300/3 29,4

Decking gap fillers UD

101360 Decking gap filler UD 7/150 2,4




on request Decking gap filler UD 7/400 6,2




Guardrails UPG

100265 Guardrail UPG 150 2,4





Toe boards UPT

100381 Toe board UPT 150 4,5

100390 Toe board UPT 200 5,5

100393 Toe board UPT 250 6,5

100396 Toe board UPT 300 7,5

100816 Toe board UPT 400 9,5

108068 Toe board wood UPT-2 150 4,1





End guardrail frames UPX

101579 End guardrail frames UPX 32 4,0






Vertical and horizontal elements

100014 Collar UVB 24 2,5

102859 Standard UVR 50 3,1



100009 Standard UVR 200 10,1

100012 Standard UVR 300 14,8

100013 Standard UVR 400 19,4

101309 Top standard UVH 50 2,3





100440 Ledger UH 72 2,4

100192 Ledger UH 104 3,3

100021 Ledger UH 150 4,7

100023 Ledger UH 200 6,0

100025 Ledger UH 250 7,3

100027 Ledger UH 300 8,7

100029 Ledger UH 400 11,4

100017 Ledger UH 75 2,5

101159 Ledger UH 100 3,2

100031 Decking transom UHD 72 4,3







peri up rosett 72 kasutusjuhend

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