PERI. PERI UP Rosett Flex Working Scaffold 100 with Deck UDI. Assembly Instructions for Standard Configuration

Transcription

1 UP Rosett Flex Working Scaffold 100 with Deck UDI Assembly Instructions for Standard Configuration Edition 08/2008

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3 UP Rosett Flex Working Scaffold 100 with Deck UDI Contents Overview Introduction General information Erecting and Dismantling Manual A1 Erecting the base 4 A2 Erecting the first level 6 A3 Erecting further scaffold levels 10 A4 Dismantling 13 A5 Material transport manually 14 A6 Anchors 15 A7 Scaffold access 17 A8 Installing supplementary components 19 B1 B2 Load capacity Anchor patterns C1 Work safety C2 Assembly with guardrail in advance Components 42 Key A Safety Instructions <9> Visual control Hints Site Tips 3 Assembly Instructions for Standard Configuration

4 UP Rosett Flex Working Scaffold 100 with Deck UDI Overview 3a Stairs 1 Adjustable base plate UJB 10b Node brace UBK* 26 Staircase UAS* 2 Collar UVB 24 10c Coupler brace UBC* 27 Stair guardrail UAG* 3 Ledger UH 10d Horizontal brace UBH* 28 Inside stair guardrail 3a Ledger UH Console bracket UCM* 4 Reinforced Ledger UHV* 12 Console bracket brace UCM* 5 Standard UVR 13 Wall tie UWT* * (shown later) 6 Top Standard UVH 20 Wall tie UWT* 7 Industrial Deck UDI 21 Latice girder ULS&ULA* 8 Toeboard Steel UPY 22 Starter tube ULB* 9 Hatch UAF 23 Guardrail UPG* 9a Access Deck UAL* 24 Spigot ULT 10a Ledger bracing UBL 25 Guardrail Coupler UPW* 1 Assembly Instructions for Standard Configuration

5 UP Rosett Flex Working Scaffold 100 with Deck UDI Introduction These assembly instructions apply together with Approval Z They describe the standard design for facade scaffold according to the provisions set down in DIN as well as the requirements for system scaffolding according to EN and EN Standard configuration system width: 100 cm Standard configuration according Key: to EN = Service Load Class 4 used as working scaffold in Load for a scaffold assembly: 24 m high plus (3.00 kn/m 2 ) Classes 1-4 according to DIN maximum spindle extension / internal D = Platforms with drop test or brackets at every level / external bra- (suitable as protection scaffold) Load Classes 1-4 according to ckets / bridging / nets / tarpaulins SW09 = Width Class 09 (100 cm width) EN : kn/m = Bay length < 300 cm Product designation according H1 = Headroom class bay lengths: to EN 12810: B = with cladding facilities 50/75/100/125/150/200/250/300 cm LS = vertical access by ladders and UP Rosett Flex 100 by stairs EN D-SW09/300-H1-B-LS Important safety instructions: The use of UP Rosett Flex 100 is intended only for professional applications in the construction sector as facade scaffolding in accordance with EN :2003 (intended use). Only UP original components complete with the manufacturer's label are to be used. The use of other products and spare parts represents a misapplication with associated safety risks. Any deviation from the standard configuration when assembling and/or use present a potential safety risk and therefore may only be undertaken after a separate risk assessment has been carried out by the scaffolding contractor. Appropriate measures are to be implemented regarding operational safety and stability on the basis of the risk assessment (Extension of the assembly instructions as well as safety provisions during assembly, e.g. guardrails; proof of stability using draft and design specifications in accordance with Approval Z and taking into account EN ). Note: Appropriate proof of stability can be ordered from, if the risk assessment and measures deriving from this are available. For loads from other load classes, and for wider scaffolding up to 150 cm, proofs of stability have already been issued which can be ordered from. Deviations from technically-functioning instructions, especially assembly sequences, require separate static proof. Overview These assembly instructions serve as a basis for the compilation of a buildingrelated assembly instruction by the scaffolding contractor - these do not however 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 and working safety requirements within the framework of the standard configuration The assembly instructions are arranged as follows: - general information - assembly of the base - assembly of supplementary components Basis Approval Z : " UP Rosett" Modular System 2 Assembly Instructions for Standard Configuration

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7 UP Rosett Flex Working Scaffold 100 with Deck UDI General information Technical suitability UP may only be assembled, modified and dismantled by technically skilled scaffolding contractors and site personnel who also possess sufficient skill and experience (hereafter referred to as "scaffolding contractor"). Stability requirements The scaffolding contractor has to guarantee on site that the bearing reactions of the scaffold can be reliably carried in the foundation and anchorage. The load-bearing capacity of the fixing material between the wall ties and anchorage must be verified for the anchoring forces. Proof must be provided by official approval, static calculation or test loading according to a recognized method. Load-distributing support, e.g. planks, are to be placed according to the ground conditions. If several layers are required, planks are to be arranged crosswise. Condition of the material The material is to be regularly checked for any signs of damage particularly before any assembly takes place. Damaged components must be exchanged immediately on site and may no longer be used. Scaffold tubes and couplers for mounting and bracing Steel tubes and couplers are to be used in the standard configuration as anchors and as bracing for the lattice girders. Steel tubes with a 48.3 mm external diameter and at least 3.2 mm wall thickness according to DIN 4427 as well as couplers according to EN 74 with appropriate markings are to be used. Bolted couplers must be tightened with a moment of 50 Nm (corresponds to a force of 20 kg with a 25 cm lever arm). Wedge couplers are to be securely fitted using a 500 g hammer. Personal protective equipment against falls from a height When using personal protective equipment against falls from a height, all valid standards and safety regulations are to be taken into consideration by the scaffolding contractor. Currently, the following are of particular importance: - DIN EN 354: Personal protective equipment against 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 assembly instructions These assembly instructions, together with the assembly instructions from the scaffolding contractor, must be made available for the entire period, from the beginning of the assembly work through to the end of dismantling and including the service life at the point of use (see EN :2003 (D) Clause Additional regulations: The scaffolding contractor must observe all valid laws and safety regulations regarding assembly and use. Currently, the following is of particular importance: "Council Directive 89/655/EEC of the European Parliament concerning the minimum safety and health requirements for the use of work equipment by workers at work". Signs If certain parts of the scaffolding are After handover, the scaffolding is to be not ready for use - in particular during marked in such a way that the intended assembly, alteration work and dismant- use is clearly visible e.g. installing Sign ling - a warning sign restricting access 2 at the scaffold access points. must be clearly displayed, see Sign 1. In addition, it must be made clear by appropriate physical means that the scaffold is not complete and unauthorized access to the danger zone is prevented. No entry! Prohfcido peaorl Acai»o inofildol Prolblto I'accetmol Sign 1 lis Sign 2 The signs do not replace the inspection record! 3 Assembly Instructions for Standard Configuration

8 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting furtherscaffoldlevels Erecting the scaffold must follow the sequence described below! A1.1 Load distributing base area Always begin erecting at the highest point, preferable at an internal corner. A Settlement must be avoided! The scaffold must only be erected with load distribution plates on ground or structures capable of withstanding all imposed loads! Lay the ledgers UH (3) down to determine the length of the surface to be scaffolded. This will fix the distance between the adjustable baseplates UJB (1). A1.2 Adjustable base plates UJB, base plates UJP Position adjustable base plates UJB (1) or base plates UJP (1) at the ends of the ledgers UH (3). < 30 cm 100 cm Adjustable base plates UJB (1) with yellow and red handles can be extended a maximum of 55 and 30 cm respectively. Is Adjustable base plates TR 38-70/50 (1) can be used instead of adjustable base plates UJB (1). They can be extended to 47 cm. yellow handle A1.3 Changes in height and sloping surfaces Steps, slopes and changes in height can be overcome using longer vertical standards UVR. red handle 0 3 UJB 38-50/30 UJB 38-80/55 4 Assembly Instructions for Standard Configuration

9 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting furtherscaffoldlevels A1.4 Collar UVB Place collar UVB 24 and adjustable base plates UJB at the required distance from the wall. Place the collar UVB 24 (2) over the adjustable base UJB (1). Alternatively vertical standards UVR can be fitted directly on the adjustable base plates UJB (1). This reduces the permissible extension length in the anchor patterns by 26 cm. A1.5 Ledger UH Form a base frame by connecting the collar UVB 24 (2) transversely with the ledger UH 100 (3a) and longitudinally with the ledger UH (3). Ensure all ledgers UH are level by adjusting the adjustable base plates UJB (1). Then securely fix all the wedges using a 500 g hammer. Place industrial deck UDI (7) on the ledger UH (3a) as an assembly aid to check squareness (see next page for deck assembly). The decks used at the base are an aid to erection only, they can be removed later. This does not apply to bays where access decks with ladders are fitted, in these bays two steel decks should be fitted to support the ladder. 5 Assembly Instructions for Standard Configuration

10 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting furtherscaffold levels A2.1 Vertical Standards UVR recommends using UVR 200 (5) on the inside and UVR 300 (5a) on the outside - and then continuing with the same length UVR 200. Insert vertical standards UVR into the collars UVB 24. The joints in the inner and outer UVR standard must be staggered! A2.2 Ledger UH and Industrial Decks UDI For the next level fit the ledger UH 100 (3a) in the rosette of the vertical standard UVR. Secure the wedges. (maximum spacing between levels = 2.00 m) A Decks have a structural function and, therefore, must be installed across the full width of the scaffold! Lay the industrial decks UDI (7) onto the ledger 100 UH (3a). l^gi ο SSI f t 6 Assembly Instructions for Standard Configuration

11 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting furtherscaffoldlevels A2.3 Diagonals Diagonals are fixed to the outside face of the scaffold at the base and act as bracing. Either ledger braces UBL (10a) or node braces UBK (10b) can be used. See anchor pattern for the position and number of diagonals to be fitted. If node braces UBK are used, the upper ledger UH (3) is not needed. Ledger Brace UBL In the bay with ledger brace UBL an additional ledger at deck level is to be installed. The finger of the ledger diagonal brace UBL (10a) is fitted in the ledger UH (3). The gravity pin is slotted in the hole of the upper ledger UH (3) and is turned to retain it. Node Brace UBK The node brace UBK (10b) is assembled from the outer side of the scaffold. The captive head bolt is lifted and moved over rosette. It must fit completely in the hole of the rosette. 7 Assembly Instructions for Standard Configuration

12 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting furtherscaffold levels A2.4 Erecting of further scaffold bays The erection of all further bays is as previously described. A2.5 Access deck Before commencing work on the first scaffold lift, a means of access must be installed. 8 Assembly Instructions for Standard Configuration

13 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting furtherscaffoldlevels A2.5 Access deck with hatch UAF Select the most suitable bay in which to install the access deck. In this bay industrial decks UDI (7) should be fitted at the lowest level to support the ladder. For the following levels access decks with hatch UAF (9) and ladder are used together with shorter industrial decks UDI. Fit the ledger UH (3) and the ledger UH 100 (3a) into the rosette on the standard UVR. Put on the ledger to ledger coupler UHA (3b) to ledger UH a Install hatch UAF (9) and ladder. 9 Assembly Instructions for Standard Configuration

14 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting further scaffold levels A3.1 Erection sequence The erection sequence starts at access bay. The procedure is as follows: A Ledgers UH, which are fitted as guardrails, have a structural function and therefore must be installed for the full elevation of the scaffold. There are cases where the ledger UH is intermittent and still has a structural function - please see anchor pattern. 1. Fit handrail When setting foot on the next scaffold level, a ledger UH (3) must be fitted from access point to serve as a handrail. Before moving into the adjoining bay fit the ledger UH (3). Fit both ends of the ledger UH into the rosette on the outside standard UVR (5) and securely fix the wedges. 2. Completion of the side protection In every bay, fit the second ledger UH (3) and the toeboard UPY (8). At the end of the scaffold fit the vertical standard UVR (5) and for the end guardrail ledger UH 100 (3a) and toeboard UPY (8a). A complete scaffold level is now ready! 10 Assembly Instructions for Standard Configuration

15 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting further scaffold levels A3.1 Erection sequence 3. Fitting the standards UVR Fit the standards UVR (5) over the spigots of the lower vertical standards UVR ensuring that the holes in the spigot and the holes in the bottom of the standard UVR line up. If standards UVR 200 (5) are used a standard will always be available on the next level for the side protection to be fitted to. 4. Ledger UH and industrial decks UDI For the next scaffold level fit the ledger UH 100 (3a) in the rosettes of the standard UVR (5) (maximum height between levels is 2.00 m). Continue to fit industrial decks UDI (7). Fit access deck on each scaffold level. Repeat steps 1 to 4 until all scaffold levels are complete. 11 Assembly Instructions for Standard Configuration

16 UP Rosett Flex Working Scaffold 100 with Deck UDI A3 Erecting further scaffold levels A3.2 Anchors A Anchoring must only be carried out on components which have sufficient loadbearing capacity! Proof is to be supplied in the form of technical approval, static calculation or through test loading. Anchoring (13) is carried out progressively during the erection of the scaffold according to the relevant anchor pattern. With basic scaffolding, the first anchors are installed after the second scaffold level has been erected. Anchorage assembly is described in section A6. The anchor loads are specified in tables available in the relevant anchor pattern. 12 Assembly Instructions for Standard Configuration

17 UP Rosett Flex Working Scaffold 100 with Deck UDI A4 Dismantling For dismantling, the sequence of working steps described in section A1 - A3 is reversed. Dismantling takes place bay by bay whilst moving towards the scaffold level access point. In order to ensure the safety of the scaffolders working on the upper levels of the scaffold the following steps should be adhered to. Short end - Toeboard UPY (8) - middle ledger UH 100 (3a) - top ledger UH 100 (3a) Bay length Same sequence as for the short end. Lower scaffold level: - anchors are removed progressively - Industrial deck UDI (7) and access hatch - Standard UVR (5) - Ledger UH 100 (3a) - Ledger UH (3) - Toeboard UPY (8) Working steps are repeated. Assembly Instructions for Standard Configuration 13

18 UP Rosett Flex Working Scaffold 100 with Deck UDI A5 Material transport manually However, if the scaffold to be erected is not longer than m, it is permitted to erect to a height of m without the use of a hoist. In those bays where materials are to be transported manually, both ledgers UH must be fitted as side protection. When transporting material manually, a scaffolder must be positioned on each scaffold level. 14 Assembly Instructions for Standard Configuration

19 UP Rosett Flex Working Scaffold 100 with Deck UDI A6 Anchors Anchors do not carry vertical loads! Anchoring is carried out progressively during the erection of the scaffold according to the relevant anchor pattern. Ring bolts UFE are used for fastening to the facade. Wall ties UWT (13) are fitted directly to the tube of the standard UVR (5) immediately beneath the ledger UH 100 (3a) with couplers complying with DIN EN 74 are used to connect the scaffold to the ring bolts UFE. - Individual wall ties UWT (13) may be fitted up to 40 cm above or below the ledger UH 100 (3a). - In exceptional cases, the wall tie UWT (13) can also be fitted above the ledger UH 100 (3a). German regulations: "Guidelines for Safety and Health Protection in the Erection of Scaffolding Systems" (BGR 166) A6.1 Single wall ties The wall tie UWT (13) is fixed to the standards UVR (5) using right angled couplers. Tensile and compressive forces are carried at right angles to the facade. (A J A6.2 Wall ties The wall tie UWT (13) is fixed to both inner and outer standards UVR (5) with right angled couplers. Tensile and compressive forces are carried at right angles and parallel to the facade (A ± and An). Wall ties UWT (13) should be fitted as close as possible to the ledger UH 100 (3a) to give the greatest head-room through the scaffold lift and so that console brackets UCM (11) can be fitted without difficulty. 15 Assembly Instructions for Standard Configuration

20 UP Rosett Flex Working Scaffold 100 with Deck UDI PER A6 Anchors A6.3 Triangulated anchors Two wall ties UWT (13) are fixed at an angle of 45 to the ledger line with right angled couplers. ^ Triangulated anchors They can either: - both be connected to the standard UVR (5) with right angled couplers or - the first wall tie UWT (13) connected to the standard UVR (5) and the second wall tie UWT connected to the first wall tie UWT at 90 both connections with right angled couplers. Triangulated anchors carry tensile and compressive forces at right angles and parallel to the facade (A'i and A' M ). A6.4 Pressure-resistant ties The wall tie UWT (13) is fixed to the standard UVR (5) with a right angled coupler. X pressureresistant ties 5 The tube end, without a hook, is positioned against the facade. 30 This arrangement can only carry com double coupler pressive forces at right angles to the facade (AJ. < = ο ο ο = = = = = = = = = ==c^= ===== = = = = = = = = = = = = = = = = = = = = = = = = = ο ο ο =0=0 A, Assembly Instructions for Standard Configuration 16

21 UP Rosett Flex Working Scaffold 100 with Deck UDI A7 Scaffold access Before commencing work on the first scaffold lift, a means of access must be installed. A Alternate the direction of the ladders for each level! When the ladder access is not being used the access hatch must remain closed. A7.1 Internal access deck with hatch UAF Select the most suitable bay in which to install the access, preferably the end bay. In this bay industrial decks UDI (7) should be fitted at the lowest level to support the ladder. For the following levels access decks with hatch UAF (9) and ladder are used together with shorter industrial decks UDI. 17 Assembly Instructions for Standard Configuration

22 UP Rosett Flex Working Scaffold 100 with Deck UDI A7 Scaffold access A7.2 External access deck with hatch UAF Scaffold access with hatch UAF (9) and ladder can also be fitted to the outside of the scaffold. These are connected to the main scaffold with ledger UH 75 (3a). At the base level a ledger UH (3) and industrial decks UDI (7) (as footing for the ladder) should be fitted in the outer bay. A7.3 External access deck with Staircase UAS Scaffold access positioned on the outside can be fitted with the staircase UAS (26). The staircase is positioned on the ledger UH 75 (3a) in the same way as the industrial deck UDI is fitted. The stair guardrail UAG (27) is fixed on the staircase stringer and pushed downwards to lock behind a tread. The inside stair guardrail UAH (28) serves as a safety feature on the inner face of the staircase UAS (26). 18 Assembly Instructions for Standard Configuration

23 UP Rosett Flex Working Scaffold 100 with Deck UDI A8 Installing supplementary components A8.1 Extending with scaffold brackets Scaffold brackets allow internal and external widening of the scaffold levels by 25, 50 or 75 cm. The console brackets UCM (11) fit on a rosette in the same way as a ledger UH and the wedge secured with a hammer blow. A8.1.1 Console brackets UCM A vertical standard UVR (5) with a spigot ULT (24) fitted prior to erection is required on console brackets without spigot UCM (11). A When attached with bolts the spigot ULT (24) cannot fall through the end tube of the console bracket UCM (11) and cause damage or injury to scaffold personnel or become detached during transportation. Type 1 Console brackets without spigot UCM 50 UCM 75 Type 2 Console brackets without spigot 24 UCM 50 with half Rosett UCM 75 with half Rosett Type 3 Console brackets with spigot welded UCM 50 with spigot UCM 75 with spigot Assembly Instructions for Standard Configuration 19

24 UP Rosett Flex Working Scaffold 100 with Deck UDI PER A8 Installing supplementary components A8.1.2 Console brackets UCM and Console bracket brace UCM The console brackets UCM (11) can, according to use and loads, be used with or without the console bracket brace UCM (12). Fit console bracket UCM (11) ously described. as previ- To fit the console bracket brace UCM (12) first loosen the bolt to the attached half swivel coupler. Insert the spigot into the console bracket tube and then turn the console bracket brace UCM until the lug locates under the hook. Then fix the console bracket brace UCM to the vertical standard UVR (5) using the attached half swivel coupler. o 11 ο f i / 7 ^ ~ Assembly Instructions for Standard Configuration

25 UP Rosett Flex Working Scaffold 100 with Deck UDI PER A8 Installing supplementary components A8.2 Bridging To bridge openings or entrances to buildings decks up to 4.00 m can be used. For greater spans scaffold bays can be erected off steel ULS (21a) or aluminium ULA (21b) lattice girders (50 or 70 cm deep girders can be used depending on the loads to be carried). Only couplers complying with DIN EN 74 may be used. A8.2.1 Assembling of lattice girders ULS/ULA Fix right angled couplers to connect the top chord of the lattice girders ULS/ULA (21) to the vertical standards UVR (5) either side of the opening at the required height. With ropes lift the lattice girder ULS/ULA (21) into the couplers and secure, then connect the bottom chord of the lattice girder ULS/ULA to the vertical standard UVR (5) with right angled couplers. If the right angled couplers connecting the lattice girder ULS/ULA (21) to the vertical standard UVR (5) are fitted 2 cm beneath the ledger UH (3a) the industrial decks UDI (7) across the girders ULS/ULA (21) will be at the same level as those in the adjoining bays. Working from within the main scaffold fit the starter tube ULB (22) over the lattice girder ULS/ULA (21) and place the collar UVB 24 (2) over the spigot of the starter tube ULB (22). Then connect inner and outer starter tubes ULB (22) with a ledger UH (3a) and insert a vertical standard UVR (5) into the outer collar UVB 24 (2). In this situation we recommend using a 1.00 m long vertical standard UVR. Fit a ledger UH (3) at the upper guardrail level in the outer lattice girder standard and insert an industrial deck UDI (7) in the ledger UH (3a) connecting the starter tubes ULB (22). Then from the same safe position slide this assembly on the top chord of the lattice girder ULS/ULA (21) using the ledger UH (3) and industrial deck UDI (7) into the middle of the span. Then fit this industrial deck UDI and ledger UH (3) into the already erected bay. Link the starter tubes ULB (22) with a scaffold tube and right angled couplers and then complete the decking and guardrails to all bays. 21 Assembly Instructions for Standard Configuration

26 UP Rosett Flex Working Scaffold 100 with Deck UDI A8 Installing supplementary components PER A8.2.2 Assembling lattice girders ULS/ULA with a scaffold For fast and safe assembly of lattice girders at low levels. As an alternative to the previous method, lattice girders may also be installed from a scaffold. Here, the vertical standards UVR (5) in the opening are erected approximately 5 cm out of line. After erecting the second scaffold level, the lattice girders ULS/ULA (21), can be introduced across the opening from the first scaffold level platform. Continue erecting as previously described and on completion dismantle the temporary scaffold in the opening. 22 Assembly Instructions for Standard Configuration

27 UP Rosett Flex Working Scaffold 100 with Deck UDI PER A8 Installing supplementary components A8.2.3 Bracing and anchoring the lattice girder ULS/ULA The following illustrations show the required bracing and anchorage for the lattice girders ULS/ULA (21) when used in the standard configuration detailed in section B. A8.2.4 Bracing with scaffold tube The top chord of the lattice girders ULS/ ULA (21) are braced with scaffold tube and swivel or right angled couplers. Anchors and diagonals on the main scaffold are to be erected according to section B. A B is When console brackets UCM (11) are required they should be fixed to the starter tube ULB (22). A8.2.5 Bracing with wall tie UWT As an alternative to bracing with scaffold tubes, the lattice girder ULS/ULA (21) can be braced using wall ties UWT (20) and right angled couplers. π CO* JS S5k Λ A r// γ V/ ^ a? 20 // / -1 B Ρ Γ =T CO 1 21 π? Assembly Instructions for Standard Configuration

28 UP Rosett Flex Working Scaffold 100 with Deck UDI PER A8 Installing supplementary components A8.2.6 Bridging with twin lattice girders ULS/ULA All four top chords of the lattice girders ULS/ULA (21) must be braced with scaffold tube and swivel couplers. Alternatively the top chord of the lattice girders ULS/ULA (21) can be braced with wall ties UWT (20) and right angled couplers. 5 I. ι 2 Bracing with scaffold tube braces Bridging with twin lattice girders ULS/ ULA (21) doubles the permissible load as allowed on individual girders. A 5 Bracing with UWT wall tie Assembly Instructions for Standard Configuration

29 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns B1.1 Decks Scaffold deck Length Width Weight Load class according to [m] [m] [kg] EN Uniformly distributed load p [kn/m 2 ] Industial decks UDI 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 x x x x x x - - x = permissible - = not permissible Assembly Instructions for Standard Configuration 25

30 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns... B1.2 Lattice girders ν D Steel lattice girder ULS Aluminium lattice girder ULA HD Type Spacing of girder bracing Centre point load End chord connection Centre point load End chord connection Depth / perm. F bottom/ perm. F bottom/ Length a1 a2 as top top [cm/cm] [cm] [cm] [cm] [kn] [-] [kn] [-] Span L = 400 cm 50/ NK/NK 6.3 NK/NK 50/ NK/NK 6.3 NK/NK 70/ NK/NK / NK/NK 16.3 NK/NK 50/ NK/UNK 16.3 NK/NK 70/ NK/UNK - - Span L = 500 cm 50/ NK/NK 6.3 NK/NK 50/ NK/NK 6.3 NK/NK 50/ NK/NK 15.6 NK/NK 50/ UNK/NK 15.6 NK/NK 70/ NK/NK / NK/NK / UNK/NK / UNK/NK - - Span L = 600 cm 50/ NK/NK 3.5 NK/NK 70/ NK/NK / NK/NK 5.0 NK/NK 50/ NK/NK 13.1 NK/NK 70/ NK/UNK / NK/UNK 15.9 NK/NK Span L = 800 cm 50/ NK/NK 2.2 NK/NK 50/425 4 x NK/NK 13.2 NK/NK Span L = 800 cm Two single loads at distance of 250 cm from the supports 70/ x 6.0 NK/NK 2 x 2.5 NK/NK 70/825 2x x x125 2 x 14.6 UNK/NK 2 x 8.2 NK/NK NK: Right angled coupler class B, EN 74 (SWL 9 kn) UNK: Right angled coupler with a check coupler class BB (15kN) 26 Assembly Instructions for Standard Configuration 26

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32 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns B2.1 System 1 2-Vertical System Live loads reduced "A" "A" Χ' ' ' \ ' \ / V ' \ ' \ / X \ A r / ν ' \ ' \ / / ' / / / / / ' / / ' ' / ' / ' / ' / ' / / T / / / / «η l(lm «η fflm \ r ^!ZZ r ^ IZ2 / y 1 F 1 ^!ZZ r / / ' / / / X X / X X X / / / / 3 ^!ZZ / X / / - X / X \ X X X ^ ^ \ / ^ ^ ψ \ Ε Ε F 1 ^ Ε / Ε < 0,10m Ε Ε Η r Η V 1 F 1 Η ^ Η / ; 0.10m UBL 2*UH l0mm),50m \ J 1,0m M),50m transverse diagonals UBL UH INSIDE+OUTSIDE UH NSIDE+OUT5IDE $WALL TIE : 0,60m : 1,00m 5,00m ι < 5,00m ι < 5,00m ι < 5,00m ι < 5,00m ι < 5,00m ι < 5,00m ι < 5,00m ι < 5,00m ι < 3.00m Assembly Instructions for Standard Configuration 28

33 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns Live Loads acc. to UK load class perm. live load width bay length with inside brackets kg/m cm < 300 cm 50 cm Requirements - 4 m anchor pattern - open fagade (100%) - max height < 24 m - inside brackets without bracket brace - wall ties connecting inner and outer vertical - at bottom: ledgers UH running through at inside and outside - diagonals in every second bay up to 8.5 m height - ledgers UH at deck level at the inside Maximum base plate extension Loading Data out of service condition Loading Data service condition < 0.35 m 0.75 kn/m 2 - Working Load at one Level only 3.00 kn/m 2 Working kn/m2 Load at one Level only Support Reactions 0.75 kn/m 2 max. F = kn Incidental Incidental Anchor Forces max. AII = 1.00 kn f Load at one Level only τ Load at one Level only max. A 1 = 2.40 kn Assembly Instructions for Standard Configuration 29

34 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns B2.2 System 2 2-Vertical System L < 250 cm Live loads acc. EN "A" "A" V 1 ' \ ' \ / X ' \ ' \ / X \ \ / X ' \ ' \ «η l(lm Λ «η m m \ r ^ r / r Ε ^ E ^ Ε Ε Χ r / r f / ' / / / / / ' / / ' ' / ' / ' / ' / ' / / T / / / / / / ' / / / / / / / / / / / / / 3 ^ / X / / - X / / \ / / / ^ ^ \ / ^ ^ \ ψ / < 0,30m Ε Ε / 0,30 UBL 2*UH l0mm),50m \ j 1,0m M), 50m transverse diagonals UBL UH INSIDE+OUTSIDE UH NSIDE+OUT5IDE $WALL TIE : 0,80m : 1,00m 2,50m ι < 2,50m ι < 2,50m ι < 2,50m ι < 2,50m ι < 2,50m ι < 2,50m ι < 2,50m ι < 2,50m ι < 2.50m Assembly Instructions for Standard Configuration 30

35 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns Live Loads acc. EN load class perm. live load width bay length with inside brackets kg/m cm < 250 cm 50 cm Requirements - 4 m anchor pattern - partly open fagade (60%) - max height < 24 m - inside brackets without bracket brace - wall ties connecting inner and outer vertical - at bottom: ledgers UH running through at inside and outside - diagonals in every second bay up to 8.5 m height - ledgers UH at deck level at the inside Maximum base plate extension Loading Data out of service condition Loading Data service condition < 0.35 m 1.50 kn/m 2 - Working Load at one Level only 3.00 kn/m 2 Working Load at one Level only Support Reactions max. F = kn Incidental 1.50 kn/m 2 Incidental Anchor Forces max. AII = 0.90 kn "ψ^ Load at one Level only Τ Load at one Level only max. A 1 = 1.60 kn Assembly Instructions for Standard Configuration 31

36 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns B2.3 System 3 2-Vertical System L < 300 cm Live loads acc. EN "A" "A" 0.50m 0m v 0,25m transverse diagonals UBL UH INSIDE+OUTSIDE UH NSIDE+OUT5IDE ^WAUU TIE : 0,55m : 1,00m 3,00mi< 3.00m is 3,00mi< 3,00mi< 5,00mi< 3.00mi< 3,00mi< 3,D0mi< 5,00mi< 3,00m Assembly Instructions for Standard Configuration 32

37 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns Live Loads acc. EN load class perm. live load width bay length with inside brackets kg/m cm < 300 cm 25 cm Requirements - 4 m anchor pattern - partly open fagade (60%) - max height < 24 m - inside brackets without bracket brace - wall ties connecting inner and outer vertical - at bottom: ledgers UH running through at inside and outside - diagonals in every second bay up to 8.5 m height - ledgers UH at deck level at the inside Maximum base plate extension Loading Data out of service condition Loading Data service condition < 0.35 m 3.00 kn/m 2 Working Load at one Level only Support Reactions max. F = kn Anchor Forces max. AII = 1.00 kn max. A ± = 1.80 kn "1.50 kn/m Incidental Load at one ^ Level only Assembly Instructions for Standard Configuration 33

38 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns B2.4 System 4 3-Vertical System Live loads reduced UBL UH INSIDE+OUTSIDE UH NSIDE+OUTSIDE ^WALL TIE < 0,60m < 0,25m < 0,75m < 3,00m ι < 3,00m ι < 3,00mi< 3,00mi< 3,00mi< 3.00mi< 3.00mi< 3.00mi< 3.00mi< 3.00m Assembly Instructions for Standard Configuration 34

39 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns Live Loads acc. to UK load class perm. live load width bay length with inside brackets kg/m cm < 300 cm 50 cm Requirements - 8 m anchor pattern - open fagade (100%) - max height < 24 m - inside brackets without bracket brace - wall ties at inner two verticals - at bottom: ledgers UH running through at inside and outside - diagonals in every second bay up to 8.5 m height - ledgers UH at deck level at the inside Maximum base plate extension Loading Data out of service condition Loading Data service condition < 0.35 m 0.75 kn/m 2 - Working Load at one - 4 Level only 3.00 kn/m 2 Working 0.75 kn/m 2 Load at one / Level only Ύ γ Support Reactions max. F = kn Anchor Forces max. AII = 2.50 kn y incidental Load at one Level only τ 0.75 kn/m 2 incidental Load at one Level only max. A 1 = 5.20 kn Assembly Instructions for Standard Configuration 35

40 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns B2.5 System 5 3-Vertical System Live loads acc. to EN < 0.30m 2*UH 0,75m\^0,50m 0,75m\H3,50m,25m M),25m UBL UH INSIDE+OUTSIDE UH NSIDE+OUTSIDE ^WALL TIE < 0,80m < 0,25m < 0,75m < 5,00m ι < 3,00m ι < 3,00mi< 5,00mi< 3,00mi< 3.00mi< 5.00mi< 5.00mi< 5.00mi< 5.00m Assembly Instructions for Standard Configuration 36

41 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns Live Loads acc. to EN load class perm. live load width bay length with inside brackets kg/m cm < 300 cm 50 cm Requirements - 4 m anchor pattern - partly open fagade (60%) - max height < 24 m - inside brackets with bracket brace - wall ties connecting inner and outer vertical - at bottom: ledgers UH running through at inside and outside - diagonals in every second bay up to 8.5 m height - ledgers UH at deck level at the inside Maximum base plate extension Loading Data out of service condition Loading Data service condition < 0.35 m 3.00 kn/m 2 Working Load at one Level only Support Reactions max. F = kn Anchor Forces max. AII = 2.50 kn max. A 1 = 5.20 kn 1.50 kn/m 2 Incidental Load at one 'Υ I Level only Assembly Instructions for Standard Configuration 37

42 UP Rosett Flex Working Scaffold 100 with Deck UDI B2 Anchor patterns C1.1 Basic requirements The scaffold assembly allows for stringent safety measures to prevent the risk of falling during assembly, adjusting and dismantling work as far as they are recognisable and can be planned on the basis of a risk analysis. In order to guarantee the provision of safety against falling, the scaffold contractor has to carry out a sitespecific risk evaluation for each scaffold assembly and for each use of the scaffolding; based on this, he is obliged to implement appropriate safety measures against falling. safety measures Assembly of the basic scaffolding: - with guardrail in advance as collective safety rails (guardrails). Verifiable attachment points on the basic scaffolding are: - every Guardrail UPG which is connected with two standards and which is also attached with a Guardrail Coupler UPW at a max. 1.0 m height above the decking, - every Ledger UH which is connected with two standards at a max. 1.0 m height above the decking, - each rosett; with free-standing standard UVR, however, max. up to 1.0 m above the top edge of the decking. The following is assumed with regard to the attachment points: - the working position may be maximum one level above the last anchorage. At least one anchorage level must always be available, - connection points of standards must be 1.0 m below the decking level. Assembly of supplementary components: - with guardrail in advance as guardrail and attachment point for the use of personal protection equipment (PPE). Assembly of scaffolding which deviates from the standard design For permissible deviations from the standard design, the following safety measures are in place: - with guardrail in advance as guardrail, - the use of personal protection equipment (PPE) via an attachment point on the guardrail in advance or on the rosettes. Guardrail in advance as collective safety rails. Guardrail in advance or rosett as attachment point for PPE. 38 Assembly Instructions for Standard Configuration 38

43 UP Rosett Flex Working Scaffold 100 with Deck UDI C2 Assembly with guardrail in advance C2.1 Erecting the first level recommends for the use of the guardrail in advance starting with vertical standards UVR 200 (5) on the inside and UVR 300 (5a) on the outside - and then always continuing with UVR 200 (5). Insert vertical standards UVR 200 (5) at the inside into the collars UVB 24 (2). Fit guardrail coupler UPW (25) in the top rosette of the vertical standard UVR 300 (5a). Secure the wedge. Place UVR 300 at outside into collar UVB 24. Connect ledger UH (3a) to the rosettes of verticals. Secure wedges. Place the first guardrail UPG (23) on the pin of guardrail coupler UPW (25) at the already erected vertical. Fit guardrail coupler UPW (25) in the top rosette of the next vertical standard UVR 300 and securely fix the wedge. Attach the other end of the guardrail to the vertical standard UVR 300 and then lift and place UVR 300 at outside into collar UVB 24. Install industrial decks UDI, fit hatch UAF as access in most suitable bay and continue until scaffold level is complete. When setting foot on the next scaffold level the side protection must be completed. In every bay, fit ledgers UH as lower guardrails and toeboards UPY. At the end of the scaffold fit the vertical standard UVR 200 and for the end guardrail ledger UH and toeboard UPY. A complete scaffold level is now ready! 39 Assembly Instructions for Standard Configuration

44 UP Rosett Flex Working Scaffold 100 with Deck UDI C2 Assembly with guardrail in advance C2.2 Erecting further levels Fit vertical standard UVR 200 (5) at the inside over the spigots of the lower vertical standards ensuring that the holes in the spigot and the holes in the bottom of the standard line up. Fit guardrail coupler UPW (25) in the top rosette of the vertical standard UVR 200 (5). Secure the wedge. Place UVR 200 at outside. Attach ledger UH (3a) and secure wedges. Connect guardrail UPG (23) to guardrail coupler UPW (25). Fit guardrail coupler UPW (25) to next vertical standard UVR 200 and securely fix the wedge. Attach guardrail UPG (23) to vertical standard UVR 200 (5) and place vertical standard at outside. Install industrial decks UDI, fit hatch UAF as access in most suitable bay and continue until scaffold level is complete. Repeat steps until all scaffold levels are complete. 40 Assembly Instructions for Standard Configuration

45 41 Assembly Instructions for Standard Configuration

46 Accessories 1,030 Handle Lock UJS, galv. (1 Pcs.) ,520 Adjustable Base Plate UJB 38-80/55, galv. For facade scaffolding and shoring. With captive swivel nut, yellow Accessories 1,030 Handle Lock UJS, galv. (1 Pcs ,160 Base SpindleTR 38-70/50, galv. For more heavily loaded shoring. With captive swivel nut. Μ Accessories 1,030 Handle Lock UJS, galv. (1 Pcs. 42

47 UP Rosett Flex j Item no. Weight kg ,360 Pivoting Head Spindle TR 38-70/50, galv. Head spindel with pivoting plate 4,4% in any direction. With captive swivel nut ,5.,85,,37,5 0= S Accessories 0,063 Safety Strap Spindle ST 100, galv. (1 Pcs.) ,690 Crosshead Spindle Tr 38-70/50, galv. Head spindle providing stable support for one or two GT 24 or VT 20 girders. With captive swivel nut. '06, Ο Accessories 0,063 Safety Strap Spindle ST 100, galv. (1 Pcs ,030 Handle Lock UJS, galv. To secure spindles into the frames when moving with the crane. Note Spanner size SW 19. SW ,470 Base Standard UVB 24, galv. For mounting directly on the base spindle. Allows higher loads and erection by one person. 43

48 UP Rosett Flex j item no. Weight kg Standard UVR, galv. L ,080 Standard UVR 50, galv ,380 Standard UVR 100, galv ,690 Standard UVR 150, galv ,000 Standard UVR 200, galv ,800 Standard UVR 300, galv ,200 Standard UVR 400, galv With spigot to connect the standards. ^ ,3 / 011 Top Standard UVH, galv ,510 Top Standard UVH 50, galv ,610 Top Standard UVH 100, galv ,920 Top Standard UVH 150, galv ,240 Top Standard UVH 200, galv ,500 Top Standard UVH 250, galv. Without spigot to fix the head spindle. L

49 UP Rosett Flex j Item no. Weight kg Ledger UH, galv ,390 Ledger UH 25, galv ,040 Ledger UH 50, galv ,630 Ledger UH 72, galv ,710 Ledger UH 75, galv ,370 Ledger UH 100, galv ,480 Ledger UH 104, galv ,030 Ledger UH 125, galv ,690 Ledger UH 150, galv ,020 Ledger UH 200, galv ,340 Ledger UH 250, galv ,670 Ledger UH 300, galv ,300 Ledger UH 400, galv. L X Sticker White White White Red Black Note Stamped with length and indication of length with coloured sticker. X Ledger UHV, galv ,000 Ledger UHV 150, galv ,800 Ledger UHV 200, galv ,000 Ledger UHV 250, galv ,800 Ledger UHV 300, galv. L X X L \ f^i s

50 UP Rosett Flex j Item no. Weight kg Ledger UHV-L, galv ,600 Ledger UHV-L 250, galv ,300 Ledger UHV-L 300, galv. icfi \ / / I CO ,055 Locking Pin 0 48, galv. f ,880 Ledger to Ledger Coupler UHA Half w. Spigot, galv ,220 Spigot UH, galv 46

51 UP Rosett Flex j Item no. Weight kg ,090 Ledger to Ledger Coupler UHA Half, galv. Κ ,841 Ledger to Ledger Coupler UHA, galv. To connect one ledger UH to another ledger UH. sn 83 A \y Ledger Brace UBL, galv. L X Y Sticker ,800 Ledger Brace UBL 150/50, galv ,460 Ledger Brace UBL 150/100, galv ,350 Ledger Brace UBL 150/150, galv ,390 Ledger Brace UBL 150/200, galv ,010 Ledger Brace UBL 200/50, galv ,520 Ledger Brace UBL 200/100, galv ,260 Ledger Brace UBL 200/150, galv ,160 Ledger Brace UBL 200/200, galv White ,660 Ledger Brace UBL 250/100, galv ,280 Ledger Brace UBL 250/150, galv ,060 Ledger Brace UBL 250/200, galv Red ,510 Ledger Brace UBL 300/50, galv ,850 Ledger Brace UBL 300/100, galv ,370 Ledger Brace UBL 300/150, galv ,050 Ledger Brace UBL 300/200, galv Black Standard diagonal bracing for shoring and towers. For bracing between LGS elements. Note Stamped with length and indication of length with coloured sticker. 47

52 UP Rosett Flex Item no. Weight kg Hor zontal Brace UBH Flex galv. L X Y ,210 Hor zontal Brace UBH Flex 250/75, galv ,630 Hor zontal Brace UBH Flex 300/75, galv ,670 Hor zontal Brace UBH Flex 100/100, galv ,820 Hor zontal Brace UBH Flex 150/100, galv ,440 Hor zontal Brace UBH Flex 250/100, galv ,820 Hor zontal Brace UBH Flex 300/100, galv ,710 Hor zontal Brace UBH Flex 125/125, galv ,250 Hor zontal Brace UBH Flex 150/125, galv ,750 Hor zontal Brace UBH Flex 150/150, galv ,820 Hor zontal Brace UBH Flex 200/200, galv ,920 Hor zontal Brace UBH Flex 250/200, galv ,100 Hor zontal Brace UBH Flex 300/200, galv ,900 Hor zontal Brace UBH Flex 250/250, galv ,000 Hor zontal Brace UBH Flex 300/250, galv ,000 Hor zontal Brace UBH Flex 300/300, galv For horizontal bracing of towers. j Node Brace UBK, galv. L X Y Sticker ,760 Node Brace UBK 72/200, galv ,850 Node Brace UBK 104/100, galv ,030 Node Brace UBK 104/200, galv ,710 Node Brace UBK 150/100, galv ,580 Node Brace UBK 150/150, galv ,600 Node Brace UBK 150/200, galv ,790 Node Brace UBK 200/100, galv ,510 Node Brace UBK 200/150, galv ,390 Node Brace UBK 200/200, galv White ,940 Node Brace UBK 250/100, galv ,540 Node Brace UBK 250/150, galv ,310 Node Brace UBK 250/200, galv Red ,130 Node Brace UBK 300/100, galv ,300 Node Brace UBK 300/200, galv Black For all applications using UP Rosett, particularly on cantilevers. 48

53 UP Rosett Flex j Item no. Weight kg ,100 Industrial Deck UDI 25, galv. Industrial Deck UDI 25 x 50, galv. X ,530 Industrial Deck UDI 25 x 75, galv ,960 Industrial Deck UDI 25 x 100, galv ,390 Industrial Deck UDI 25 x 125, galv ,800 Industrial Deck UDI 25 x 150, galv ,700 Industrial Deck UDI 25 x 200, galv ,500 Industrial Deck UDI 25 x 250, galv ,400 Industrial Deck UDI 25 x 300, galv To be used on ledgers UH. Technical Data Permiss. load 10.0 kn/m2. X m ι» m Q τ sis , , , , , , , ,900 Industrial Deck UDI 37,5, galv. Industrial Deck UDI 37,5 x 50, galv. Industrial Deck UDI 37,5 x 75, galv. Industrial Deck UDI 37,5 x 100, galv. Industrial Deck UDI 37,5 x 125, galv. Industrial Deck UDI 37,5 x 150, galv. Industrial Deck UDI 37,5 x 200, galv. Industrial Deck UDI 37,5 x 250, galv. Industrial Deck UDI 37,5 x 300, galv. To be used on ledgers UH. X Technical Data Permiss. load 10.0 kn/m 2. 49

54 UP Rosett Flex j Item no. Weight kg Toe Board Steel UPY, galv ,927 Toe Board Steel UPY 50, galv ,380 Toe Board Steel UPY 72, galv ,440 Toe Board Steel UPY 75, galv ,960 Toe Board Steel UPY 100, galv ,040 Toe Board Steel UPY 104, galv ,000 Toe Board Steel UPY 150, galv ,030 Toe Board Steel UPY 200, galv ,060 Toe Board Steel UPY 250, galv ,100 Toe Board Steel UPY 300, galv. L X ,797 Deck Link Plate UDC, galv. To connect two industrial decks. 1 1 U 180 ^LpclJN T l s s B 119 Hatch UAF, galv ,700 Hatch UAF 50 χ 75, galv ,300 Hatch UAF 75 x 100, galv ,820 Ladder UAF 200, galv. ο m CO x 280 =

55 UP Rosett Flex j Item no. Weight kg Console Bracket UCM, galv ,490 Console Bracket UCM 50-2, galv ,720 Console Bracket UCM 75-2, galv , ,510 Console Bracket UCM with Spigot, galv. Console Bracket UCM 50 with Spigot, galv. Console Bracket UCM 75 with Spigot, galv. Console Bracket UCM with half Rosett, galv ,390 Console Bracket UCM 50 with half Rosett, galv ,620 Console Bracket UCM 75 with half Rosett, galv. 51

56 UP Rosett Flex j Item no. Weight kg ,000 Console Bracket Brace UCM, galv. Guardrail UPG, galv. L X Sticker ,410 Guardrail UPG 150, galv ,220 Guardrail UPG 200, galv White ,020 Guardrail UPG 250, galv Red ,820 Guardrail UPG 300, galv Black ,070 Guardrail UPG 400, galv Note Stamped with length and indication of length with coloured sticker ,719 Guardrail Coupler UPW, galv. Allows mounting of the Guardrail UPG to the rosett. μ 60 52

57 UP Rosett Flex j Item no. Weight kg ,920 Swing Ledger UPK 75, galv. Access openes vertical ΕΞ ,120 Swing Gate UPX 100, galv. Staircase UAS, galv ,100 Staircase UAS 75 χ 250/200, galv ,100 Staircase UAS 75 x 300/200, galv. Technical Data Permissible load 2.0 kn/m / ,600 Staircase UAS 75 χ 150/50 Τ, galv. Technical Data Permissible load 2.0 kn/m Λ A // ο m

58 UP Rosett Flex j Item no. Weight kg ,600 Staircase UAS 75 χ 150/50 S, galv. Technical Data Permissible load 2.0 kn/m , ,000 Stair Guardrail UAG, galv. Used as inside and outside guardrail for staircases UAS 250/200 and UAS 300/ ,960 Stair Guardrail UAH, galv. To be attached at stringer of staircase UAS. κ y cn

59 UP Rosett Flex j Item no. Weight kg Bottom Sheeting UPD, galv ,030 Bottom Sheeting UPD 75, galv ,200 Bottom Sheeting UPD 100, galv. ο ο 760 A Stair Stringer UA, galv ,300 Stair Stringer UA 250/200, galv ,350 Stair Stringer UA 125/100, galv. Stair Step UAR, galv ,390 Stair Step UAR 100, galv ,250 Stair Step UAR 125, galv. Stair step for the Stair Stringer UA. With a raised non-slip surface. 1000/ /

60 UP Rosett Flex j Item no. Weight kg End Step UAE, galv ,610 End Step UAE 100, galv ,590 End Step UAE 125, galv. End step for the Stair Stringer UA. Locks all other steps. Edge Profile UH, galv ,770 Edge Profile UH 100, galv ,997 Edge Profile UH 125, galv. To be mounted on ledgers UH at stairs. 850 / / 1250 Corner Plate UDC, galv ,890 Corner Plate UDC 75, galv ,000 Corner Plate UDC 100, galv ,035 UP Scaffold Tag 56

61 UP Rosett Flex j Item no. Weight kg UP Assembly certificate Note ,005 UP Assembly certificate, D Front: ,005 UP Assembly certificate, EX Assembly certificate to the release of stands ,005 UP Assembly certificate, CDN Back: ,005 UP Assembly certificate, ES Inspection Record ,005 UP Assembly certificate, PT ,005 UP Assembly certificate, PL ,005 UP Assembly certificate, CZ To be insert into the UP Scaffold Tag. 57

62 International 01 GmbH Rudolf-Diesel-Strasse Weissenhorn 02 France 09 Italy 16 Austria 23 Korea 29 Slovania S.A.S. S.p.A. Ges.mbH (Korea) Ltd. Slowenien Meaux Cedex Basiano 3134 NuBdorf ob der Traisen Seoul Maribor www. peri korea. com 03 Switzerland 10 Japan 17 Czech Republic 24 Portugal 30 Slovakia AG Japan K.K. spol. s r.o. cofragens Lda spol. s r.o Ohringen Tokyo Jesenice u Prahy Queijas Senec info@peri.ch info@perijapan.jp info@peri.cz info@peri.pt info@peri.sk Spain 11 United Kingdom/Ireland 18 Denmark 25 Argentina 31 Australia S.A. Ltd. Danmark A/S S.A. Australia Pty. Ltd Algete - Madrid Rugby, CV23 0AN 2670 Greve B1625GPA Escobar - Bs. As. Glendenning NSW 2761 info@peri.es info@peri.ltd.uk peri@peri.dk info@peri.com.ar info@periaus.com.au Belgium/Luxembourg 12 Turkey 19 Finland 26 Brazil 32 Estonia N.V. S.A. Kalip ve iskeleleri Suomi Ltd. Oy Formas e AS 1840 Londerzeel Esenyurt / istanbul Hyvinkaa Escoramentos Ltda Saku vald info@peri.be info@peri.com.tr info@perisuomi.fi Vargem Grande Paulista Harjumaa Sao Paulo peri@peri.ee info@peribrasil.com.br 06 Netherlands 13 Hungary 20 Norway B.V. Kft.. Norge AS 33 Greece 5480 AH-Schijndel 1181 Budapest 3036 Drammen 27 Chile Hellas Ltd. info@peri.nl info@peri.hu info@peri.no Chile Ltda Koropi Colina, Santiago de Chile info@perihellas.gr peri.chile@peri.cl 07 USA 14 Malaysia 21 Poland Formwork Systems, Inc. Formwork Malaysia Polska Sp. z o.o. 34 Latvia Elkridge, MD Sdn. Bhd Ptochocin 28 Romania SIA info@peri-usa.com Seri Kembangan, info@peri.pl.pl Romania SRL 2118 Salaspils novads, Selangor Darul Ehsan Balotejti Rigas rajons info@perimalaysia.com info@peri.ro info@peri-latvija.lv 08 Indonesia 22 Sweden PT Beton Perkasa Wijaksana form Sverige AB Jakarta Singapore Halmstad 35 United Arab Emirates bpw@betonperkasa.com ASIA Pte. Ltd peri@periform.se (L.L.C.) Singapore Dubai pha@periasia.com perillc@perime.com 58

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64 The optimal System for every Project and every Requirements Slab Formwork Climbing Systems Tunnel Formwork Bridge Formwork r. t Mr Shoring Systems Construction Scaffold Facade Scaffold Industrial Scaffold Access Protection Scaffold System-Independent Accessories Services GmbH Formwork Scaffolding Engineering PO. Box Weissenhorn Germany Tel. +49 (0) Fax +49 (0) info@peri.com