USER S manual HAKI UNIVERSAL. International version

Transcription

1 USER S manual HAKI UNIVERSAL International version HAKI AB 2014

2 Important information HAKI s product liability and erection instructions apply only to scaffolds that are entirely composed of components that have been made and supplied by HAKI. HAKI s type examination certificate applies only to scaffolds whose materials, dimensions and design accord with those specified in the documentation upon which this certificate is based. HAKI s scaffold systems must not be erected using components of makes other than HAKI or be connected to scaffolds of makes other than HAKI. In such cases, a special study of load-bearing capacity must be carried out. However, HAKI has no objection to the customary addition of scaffold tubes and approved couplers to the scaffold. Adding components from different suppliers may invalidate the insurance cover. HAKI reserves the right to make technical modifications on a continual basis. A user s manual should be provided to the user together with the scaffolding. The latest versions of HAKI user s manuals can be downloaded from our website, For scaffold structures that are not covered by these erection instructions, please contact HAKI s technical department. HAKI colour code Horizontals and diagonals are marked with their nominal sizes (bay sizes) and a colour code. The marking is a useful means of identification when erecting and handling the scaffold material Forces and dimensions 1000 N = 1 kn ~ 100 kg 10 N ~ 1 kg All measurements in mm Copyright HAKI AB, 2014 The reproduction of text and pictures/illustrations without HAKI s permission is prohibited. 2

3 basic information HAKI Universal The modular scaffold has been type examined by SP Swedish National Testing and Research Institute in accordance with Ordinance AFS 1990:12 of the Swedish National Board of Occupational Safety and Health Code of Statutes and SS-EN Certificate No for load classes 1-6 ( kn/m 2 ). The calculations were carried out using method 4026 of the SP Technical Research Institute of Sweden. General The scaffolding has a bay width of 700, 770, 1050, 1250 or 1655 mm and a bay length of 3050 mm with a lift height of 2000 mm. Single tube beams and ledger beams can be used both as ledgers and transoms. HAKI decking units are suitable for use as decking. Components for the HAKI Universal system are hot-dip galvanized. Older components t hat are covered by t he cert ificate Ledger beam LB and Guardrail frame SKRD. Marking All components, with the exception of locking catches, locking pins etc, come permanently marked with the HAKI logo and the last two figures of the year of manufacture ( S14). All loadbearing components are marked for full traceability. For further information, please refer to the HAKI Safety Guide. Guardrail frames in longitudinal and transverse directions Decking unit Tie rod Toeboard 2.0 m 3050 mm Standard Ledger beams in longitudinal and transverse directions Base jack 3

4 list of components Name Code Item No. Weight Base jack BS Adjustable BS = mm Standard S S Standard joint with spigot Ø38 S Pockets at the same level S Ø 48 mm S S Locking pin Steel Ø 16 mm For reinforcing standard joint in connection with tensile load, e.g. when scaffolding is suspended, when lifting or when scaffolding is used for temporary roof. Ledger beam LBL LBL With spring locking catch LBL Ø 34 mm LBL LBL LBL Single tube beam ERB ERB With spring locking catch ERB Ø 48 mm ERB ERB ERB ERB ERB ERB ERB ERB

5 list of components Name Code Item No. Weight Guardrail frame GFL GFL With spring locking catch GFL Octagon 28 mm GFL Sizes range from GFL GFL GFL GFL GFL Safety Gate with mesh SGF Adjustable in height SGF SGF SGF SGF SGF Diagonal brace DS 700/ With wedge couplers DS Ø 48 mm DS DS 1250 L=1945 DS DS 1655 L=2240 DS DS 1964 L=2470 DS DS 2500 L=2972 DS 3050 L=3448 Sizes range from Decking Unit W=400 mm 1250x400 AL Load class 3 (2.0 kn/m²) 1655x400 AL Sizes range from x400 AL x400 AL x400 AL Decking Unit W=600 mm 1250x600 AL Load class 3 (2.0 kn/m²) 1655x600 AL Sizes range from x600 AL x600 AL x600 AL Decking Unit Hatch 3050x600 AL Load class 3 (2.0 kn/m²) Sizes range from

6 list of components Name Code Item No. Weight Ladder ST ST 2100 AL Steel Plank W=230 mm SPL 1010x230x Sizes range from SPL 1250x230x SPL 1655x230x SPL 1964x230x SPL 2500x230x SPL 3050x230x AL plank W=230 mm ALP 770x230x L= load class 6 (6.0 kn/m 2 ) ALP 1050x230x L= load class 5 (4.5 kn/m 2 ) ALP 1250x230x Sizes range from ALP 1655x230x ALP 1964x230x ALP 2500x230x ALP 3050x230x Steel Insert Panel W=230 mm 770x230x L= load class 6 (6.0 kn/m 2 ) 1010x230x L= load class 5 (4.5 kn/m 2 ) 1250x230x Sizes range from x230x x230x x230x x230x Bracket SK Without spigot SK With spring locking catch SK Ø 48 mm SK Bracket SK With spigot SK With spring locking catch SK Ø 48 mm 6

7 list of components Name Code Item No. Weight Bracket adjustable SK Adjustable mm Cantilever bracket SKD To be combined with ERB 1250 or LBL 1250 Stage Brackets 1 board Corner bracket SKH Jaw width 22 mm Can be combined with the SK 460 bracket 3 board corner bracket Jaw width 22 mm Combined with the SKH 460 corner bracket Stair UTV AL UTV 1000 AL With platform and locking UTV 2500x2000 AL LxH 3050x2000 mm UTV 3050x2000 AL alt. 2500x2000 mm Width 600 mm Stair handrail HL 2500x2000 AL HL 3050x2000 AL

8 list of components Name Code Item No. Weight Stair UTV UTV 3050x With platform and locking at the top LxH 3050x2000 mm Width 600 mm Stair handrail HL 3050x Handrail inner UTV HLI UTV AL For stair UTV AL and UTV G HLI UTV Entrance step ITR Guardrail post SSKS 22 mm Guardrail post SRS Box type Intermediate transom IT IT IT IT IT Return transom

9 list of components Name Code Item No. Weight Lattice beam 500/ / Puncheon unit For tube diameter 50 mm Can be locked with spring pin 12 mm Puncheon unit Puncheon unit same For ledger beams With locking screw Beam rider 50 BR For tube diameter 50 mm Can be locked with spring pin 12 mm Beam rider BRS For ledger beams With locking screw Double beam rider For guardrail frame or ledger beams With locking screw N=21 Cover plate AL 995x495x AL checker plate With handle and hole for lashing For covering of holes when laying planks Sliding gate adaptor For guardrail frame 9

10 list of components Name Code Item No. Weight Fan bracket Castor wheel LRG Wheel diameter 250 mm Adjustable mm Safe working load 10.0 kn, moving 7.5 kn Open ends standard FSSK FSSK FSSK Board to Ledger Bracket Board to Board Bearer Universal safety rail Dead leg Dead leg toeboard Advance guardrail tool For other accessories, see HAKI Component List. 10

11 Informat ion on safety when erect ing and dismantling 1. Before erecting or dismantling a scaffold, try to fence off the working area if possible. 2. The location for the scaffold must be checked in order to prevent risks when erecting, dismantling and moving the scaffold and to ensure that work can be carried out safely with regard to level and slope, obstacles and wind conditions. 3. Make sure that all lifting equipment to be used, e.g. chain hoists, lifting ropes, pulley blocks, etc., has been thoroughly tested and approved by an authorized person in accordance with local regulations. 4. Check that tools and protective equipment are available at the worksite. 5. Wear appropriate personal safety equipment at all times, e.g. safety harnesses, proper independent lifelines with suitable fixings, etc. 6. When erecting and dismantling a scaffold, robust temporary decking must be used as temporary platforms for the scaffolders. 7. Always make sure that the safety locking devices that prevent a platform lifting off have been activated once a platform has been installed. 8. Study all relevant instructions or safety directions from the manufacturers of the various scaffolds that are to be used. 9. Never climb up a scaffold from the outside. Always use the stairs, ladders or climbing frames that are designed to provide access to the upper decks from the inside of the scaffold. 10. If the scaffold is to be used outdoors, erection or dismantling work must be discontinued if the weather conditions are too bad. Make sure that all loose components are properly fixed before leaving the scaffold. 11. Scaffolding work must be done by competent workmen under the supervision of a competent person. 12. Raising and lowering of parts, material and tools using ropes or slings must be carried out in a protected lifting area. 13. Lifting equipment must not be fitted to scaffolding unless ties or equivalent devices are secure. 14. Beware of any overhead power lines nearby. 15. Always observe and comply with the regulations issued by the local authorities concerned. Instruct ions for dismant ling 1. Dismantle the scaffold from the topmost lift. 2. Start by taking down the toe boards, mid-rails and hand rails. 3. Take down the topmost decking, then the stairs. 4. Take down the horizontals and diagonals of the topmost lift. 5. Finally, take down the standards of the topmost lift. 6. Repeat steps 3 to 5 to take down the second topmost lift and continue the whole process until the tower is completely dismantled. 7. Do not throw or dump the material onto the ground. This may damage the material or cause personal injury. The material must be lowered down to the ground by means of ropes or slings or carried down by hand. 8. Ties must not be removed before the dismantling process has reached the level in question. 11

12 erection procedure Before commencing erection, ensure the ground conditions are capable of carrying the loads to be imposed by the scaffold. Appropriate sole plates should be used. The user should refer to the relevant Code of Practise. Start the erection of the scaffold at the highest ground point or as directed by the scaffold lay-out plan. 1 2 Select components required and lay them out in the order to be erected. When selecting the size of the standard, be aware that to use the Advanced Guard Rail method, you must always have at least 1m of standard above the next lift. Place the standards onto the base jacks. 3 4 Ensure each standard has two components in and locked before releasing. important engage locking catches as each component is fixed 12

13 erection procedure 4a 4b Use a spare base jack to ensure bay is square. Level in a clockwise direction. 5 6 Add Ledgers and Transoms at the required lift height. 7 Additional bays can be constructed, levelling and aligning each bay as you go. Forming a Return a To construct a return, place a Return Transom or two beam riders onto the Ledger Beam (no Standards are required). Locate Ledger Beams into the pockets and complete bay as previously described. 13

14 guard frame installation Collective Fall Prevention The Work at Height Regulations requires that a hierarchy for work at height be followed where collective fall prevention and protection measures should take priority over personal measures, for example the use of temporary working platforms with guard-rails would take priority over personal fall protection a Locate tool onto frame close to vertical stiffener and raise Guard Frame Locate tongues into pockets of standard and pull frame downward into position. 14 Remove Tool and close locking catch. 15 Fit facade bracing as required by the design drawing and as described in the User s Guide (see page 30). The scaffold is now ready for boarding. 14

15 AGR for Returns 16a Install Guard Rail Post onto the Ledger Beam to the outside of the scaffold, and board out. 16b Position Double Beam Rider and install Guard Frame on Guard Rail Post. 17 Install Guard Frame. Decking 18 18a Intermediate Transoms to support scaffold boards are located onto the top chord of the Ledger Beam Maximum spacing of Intermediate Transoms for standard scaffolds boards = 1200 Maximum distance from end of board = 150mm Minimum distance from end of board = 50mm 15

16 decking Steel planks 21 21a 21b Locate Steel Planks over the Transoms and prevent uplift by closing locking catch. Decking Units 22 22a 22b Locate Decking Units over the Transoms and prevent uplift by closing locking catch. 16

17 access and egress In accordance with the Work at Height Regulations, access to and egress from scaffolding should follow the hierarchy below: 1. External staircases 2. External ladder access bays with single lift ladders 3. External ladder access bays with multiple lift ladders 4. Internal ladders with protection 5. External ladder using safety gate external staircase HAKI Stairtower 3050x1655 mm HAKI Stairtower UTV 3050x1250 mm ladder access bays 25 To construct an external ladder access bay, build an additional bay of HAKI scaffolding. 17

18 access and egress Internal ladder access with scaffold boards Position Intermediate transom to support boards as previously described and lay scaffold boards to suit Hook 2100 m ladder onto Transom. Place 2 double beam riders onto the guard frame. 30 Locate self-closing Universal Safety Gate onto Guard Frame. 18

19 access and egress Internal ladder access with steel planks Place 3 x 3050 m planks to the inside of the scaffold bay. Install Board to Ledger Bracket between the Ledger and Steel Plank. 33 Place 2 x 1964m planks over the Transom and the board to Ledger bracket to create the internal ladder access opening. Repeat stages Internal ladder access with Decking Units Place one deck to the inside of the scaffold bay. Place one hatch deck to the outside of the scaffold bay. Hook 2100 m ladder on to Transom. Close hatch when not in use. 19

20 toe boards Timber boards using plastic clip Scaffold boards with steel clips Scaffold boards with HAKI Dead Leg.

21 alternative Repeat stages 8-10a. 43 Fit Guard Frame to the pair of Standards Board out with your choice of decking and close off any gaps using tube & couplers. N.B. If you need to connect tube to a Ledger Beam, then use the 2 x 1 couplers. 21

22 Brackets brackets for steel planks 46a 46b Locate Bracket into required pocket. Hook Steel Planks over Brackets and close locking catches. stage brackets for scaffold boards 47 47a Hook 1 board bracket over Ledger at 1200 m centres or as required to support the scaffold board. 22

23 Brackets internal corner 48 48a 48b Position brackets and place steel decks. Install corner bracket resting on top of steel decks and fasten the wedge coupler to the standard. For a 3 board platform, install a 3 board corner bracket resting on a 2 board bracket. 48c 2-3 board adjustable brackets Locate and hook steel planks over bracket. 51 This bracket is adjustable from 2 to 3 boards widths. For width between 2 & 3 board use an Insert Panel. 23

24 Brackets with guard frames Locate Bracket into the required pocket. Place Steel Planks over Brackets and close locks Position Standards onto Brackets. Install all necessary Guard Frames and Toe Boards. Note: When outside the area of collective fall prevention, you must hook on your harness lanyard to the main scaffold. When using scaffold boards ledger beams should be fitted between the brackets and intermediate transoms placed as required. 24

25 external cantilever 5 board a Locate Transom in pocket on Cantilever Bracket. Two operatives install complete assembly by connecting the transom and the bracket tongues into the pockets. 58 Place decking, guard rails and toe boards. When using scaffold boards ledger beams should be fitted between the brackets and intermediate transoms placed as required. FAN bracket Install hinged brackets into two pockets. Position two Decking Units onto Bracket and close locking devices. Note: Local authority rules must be followed. 25

26 access through scaffold 61 61a Ledgers may be removed from the scaffold to gain access through m When openings exceeding 4m are required use a Lattice Beam. 62a 62b 62c Raise the Lattice Beam and locate in pocket at the required height. Fit Transom into pocket of Lattice Beam. Complete scaffold. Note: When using Lattice Beam, always Diagonal Brace the adjacent bays. Alternatively, use HAKI 450/750 Aluminium Beams which can be connected to the Standards using Scaffold Couplers or Lattice Beam adapters. Contact HAKI technical department for further information. 26

27 beam riders To make off-node horizontal connections, use Beam Riders located anywhere on the Ledger Beam a BRS BRS BRS When boarding using Steel Planks fit from Ledger Beam to Ledger Beam. When boarding using scaffold boards use beam riders and ledgers at the required centre to act as intermediate board supports. Note: For Platform Loadings when using Beam Riders check Beam Loadings. (See pages 31 or refer to HAKI Technical Department). 27

28 puncheon units To make off-node vertical connections, use Puncheon Units located anywhere on the Ledger Beam and add Standards as required Puncheon Unit Puncheon Unit Note: For platform loadings when using Puncheon Units check Beam loadings. (See pages or refer to HAKI technical department). topping up Unless the scaffold is going to be crane lifted/suspended or used to support a temporary roof then the joints do not normally have to be pinned except when cantilevers are used. In this instance all joints above uppermost tie must be pinned. When selecting the standard size, be aware that to enable the use of the Advanced Guard Rail method, you must always have at least 1m of outside standard above the next lift. N.B It is not necessary to stagger the joints in the Standards. 28

29 loading conditions Base jacks The scaffolding is mounted on base jacks which are adjustable in height between 55 and 570mm. If more adjustments are needed, screw the base jacks down and assemble the beams to the next group of pockets. This means that the Standards can always be adjusted to ensure that the beams are horizontal. Standards Standards of length 3000mm or 2000mm are normally used in the scaffold. However 1500mm Standards may be used at the bottom of the scaffold in accordance with the alternative method of erection described on page 35. Horizontals Generally, the scaffold is erected using Ledgers and/or Ledger beams as ledgers and transoms with a height of 2000mm between the lifts. Each lift must be fitted horizontals on both the inside and the outside faces. The lowermost lift should always be installed at the lowest possible pocket level. Guardrails Decked lifts must be provided with guardrail frames or double guardrails and toeboards. The guardrail height must be a minimum of 950mm above decking level. Decking Load classes Decking Width [mm] Length [mm] Load class Decking units 400, Steel Decks ALuminium planks

30 Bracing and tying-in Vertical diagonal bracing between the outside standards must be installed in every 5th bay and always in the end bays. Guard rail frames can replace vertical diagonal braces, but must then be fitted in each bay and at every lift level, including the bottom level. Each inside standard must be tied to the facade or equivalent at every 4th metre in height adjacent to the node between standard and beam. The lowest tie must be fitted no more than 4.8 m above ground level. loading conditions There must be ties that can carry Bracing with vertical diagonal braces and tying-in horizontal forces on at least every 6th pair of standards along the scaffold and at every level of ties. In addition, we recommend that the scaffold always be anchored as high up as possible. Ties that can withstand horizontal forces should be dimensioned for a load of 5.5 kn parallel with the façade and 8.5 kn perpendicular to the façade. Other ties should be dimensioned for a load of 4.6 kn perpendicular to the façade. Where a scaffold is covered in sheeting, the number of ties must be increased to take account of wind load. Seperate calculations are Bracing with GFL/GFLH guardrail frames and tying-in therefore required. Ring bolt Ring bolt approx. 90 Facade Coupler Coupler Standard Tie rod tube Examples of ties that can carry horizontal forces. 30

31 loading conditions Permissible loads on Horizontals Permissible loads erected on HAKI standards. Type of beam Permissible load q [kn/m] Uniformly distributed load Q [kn] Centre point load P [kn] Permissible point loads P 3 [kn] P 4 [kn] LBL 1050 LBL 1250 LBL 1655 LBL 1964 LBL 2500 LBL 3050 LB 3650 LB ERB 700 ERB 770 ERB 1010 ERB 1050 ERB 1250 ERB 1655 ERB 1964 ERB 2050 ERB 2500 ERB Load classes Refers to EN Loadclass Uniformly distributed load [kn/m 2 ] Concentrated load on area 0.5mx0.5m [kn] Load of one person on area 0.2mx0.2m [kn] Partial area load Load [kn/m 2 ] Partial [m 2 ] A A A A=the area between two pairs of standards 31

32 Permissible construct ion heights The table applies to HAKI Universal with bay lengths 3.05 m, lift heights 2.0 m and a vertical distance between ties of 4.0 m. Work must not be carried out on more than one lift at a time. loading conditions Other standard loads, bay lengths, bay widths and decking alternatives will have an effect on the permissible construction height. Please contact HAKI s technical department in these cases. Loads from snow or ice are not included in the calculations. LOAD CLASS 3 2 kn/m 2 (Inside Platform 0.75 kn/m 2 ) Scaffold Boards Steel Planks Inside Boards Inside Boards decked platform 1 working lift 126 m 126 m 110 m 126 m 124 m 110 m 2 decked platforms 1½ working lifts 112 m 78 m 52 m 112 m 76 m 50 m 3 decked platforms 1½ working lifts 108 m 48 m 10 m 108 m 44 m 8 m 4 decked platforms 1½ working lifts 106 m 16 m m 14 m --- All decked platforms 1½ working lifts 42 m 8 m 6 m 38 m 8 m 6 m LOAD CLASS 4 3 kn/m 2 (Inside Platform 0.75 kn/m 2 ) Scaffold Boards Steel Planks Inside Boards Inside Boards decked platform 1 working lift 116 m 112 m 98 m 116 m 112 m 98 m 2 decked platforms 1½ working lifts 98 m 60 m 34 m 96 m 58 m 32 m 3 decked platforms 1½ working lifts 94 m 28 m m 26 m decked platforms 1½ working lifts 90 m m All decked platforms 1½ working lifts 36 m 6 m 4 m 34 m 6 m 4 m 32

33 loading condition Brackets Load classes for brackets apply provided that the brackets are fitted in a bay of length max mm. In the specified load classes, no consideration has been paid to the bearing capacity of the decking. The permissible load class can never be greater than the load class for the decking. Bracket SK 230 SK 400 SK 460 SK 600 SK 514 with spigot SK 720 with spigot SK SKD 1200 Load class Access ways Access can be provided by means of a HAKI UTV stairway or a HAKI Stair Tower. Please refer to the Stair Tower user manual for further information. Maintenance & storage 1. After use, all components must be thoroughly cleaned and inspected before storage. 2. Any damaged parts or components found must be replaced. 3. The manufacturer or supplier must be consulted before repairing scaffold material. 4. Components must be sorted and stacked properly. Take care not to pile the stacks too high, so that the material lower down in the stacks becomes overloaded and damaged. If the material must be stacked up high, suitable racking and shelves should be used. 5. Wooden and plastic components (e.g. platforms, toe boards, toe board holders, etc.) should be stored in a sheltered area so as to maximize their working life. Wind, ice and snow During the winter months, when extreme weather conditions can occur, it is important to remove snow and ice immediately. With regards to wind loads, ties must be installed every fourth metre in height; see the section Bracing and tying-in. For clad scaffolding, calculations should be made in each individual case. For more information, please contact HAKI s technical department. 33

34 loading condition Heavy Duty Beams Lattice beams Lattice beams 500/6100 are designed to allow the scaffold to continue to be erected across a span equivalent to two 3050 mm bays. Lattice beams 500/6100 are fitted to the standards of the scaffold by hooking them into two pairs of pockets. The lattice beams must be braced against lateral movement by fitting a ledger to the pair of pockets in the centre of the beams. Steel lattice beam Aluminium lattice beams Aluminium lattice beams are fitted in pairs on the inside and outside of the scaffold. Both the top and bottom tubes must be fixed to the standards using SW 48x48 double couplers or use lattice beam connectors to standard. The height is adjusted so that the decking is level when this is fitted. The lattice beams must be braced against lateral movement at least every other metre with the aid of a diagonally rigid framework of standards and beams or tubes and couplers. Aluminium lattice beam Permissible loads on lattice beams Lattice beam Permissible load q [kn/m] Uniformly distributed load Q [kn] 34 Centre point load P [kn] Point loads P 3 [kn] Steel 500/ Aluminium FB 4100 AL FB 6100 AL FB 8100 AL

35 safe scaffolding Planning to use Advance Guard Rail In order to be able to fit guardrails prior to decking, using HAKI s Advance Guardrail Tool, the external standards must be one metre higher than the next lift. 2.0 m 2.0 m 2.0 m 2.0 m 2.0 m 1.5 m 2.0 m 2.0 m 3.0 m 2.0 m 1.5 m 2.0 m 2.0 m 2.0 m 2.0 m 2.0 m 2.0 m 2.0 m 2.0 m 1.5 m 3.0 m 3.0 m 2.0 m 2.0 m 1.5 m 2.0 m 2.0 m 3.0 m With a first lift height of 1.5 m, start with a 2.0 m standard internally and a 3.0 m standard externally. Continue with lift heights of 2.0 m, using 2.0 m standards both internally and externally. With lift heights of 2.0 m, start with a 1.5 m standard both internally and externally. Continue with 2.0 m standards both internally and externally. 35 With a first lift height of 1.5 m, start with 3.0 m standards both internally and externally. Continue with lift heights of 2.0 m, using 3.0 m standards internally and 2.0 m standards externally.

36 personal safety equipment Attachment points for personal fall protection equipment The only permissible points of attachment for personal fall protection equipment are as described below. Please note: Recommendations for points of attachment apply provided that the component in question is otherwise without load and that only one person is attached to the same component at any one time. Components that have been subjected to loading from a fall must be replaced by new material. Around a standard between two lifts or around the lower tube in a ledger beam fitted between two standards. Alternatively, around a single-tube beam of maximum length 1964, fitted between two standards. Around a free standard, but only within 40cm of the node. PLEASE NOTE: Not next to a standard joint. No other points of attachments are recommended. Fall protection equipment MUST NOT be attached to the guardrails, brackets and cantilevers, i.e. beams fixed only at one end. Fall protection equipment MUST NOT be attached to components that have not been locked into place. PLEASE NOTE: Use only approved safety equipment. 36

37 Notes 37

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39 Experience With over 50 years experience to call on, HAKI has gained a leading reputation in its field. With its own R & D and manufacturing facilities, the company now operates throughout Europe and its equipment is in use worldwide. With all products designed and manufactured to ISO 9001:2008, and a comprehensive training and support infrastructure, you can rely on HAKI for support. Training The Company s dedicated Training Centre is equipped with the full range of HAKI products where a comprehensive choice of courses is offered. With the benefit of this training, all users of HAKI products can be assured that the equipment is being employed safely and effectively. Support From computerised estimating facilities to on site assessment and project back up, HAKI is with its customers every step of the way. Working with HAKI means far more than just proven equipment, it means working with People who understand the scaffolding industry. Whatever the project, the company is committed to ensuring every user enjoys the full benefits associated with the use of HAKI - maximising the savings, profitably, and above all, SAFETY. specialists in scaffolding and weather protection systems

40 HAKI AB P SAFETY CHECKLIST 1. Decking checked with regard to load-bearing capacity 2. Distance to wall or similar as small as possible 3. Scaffold aligned correctly horizontally and vertically 4. Components correctly fitted and locked 5. Bracing correctly fitted 6. Anchoring with correct number and placement of tested ties 7. Decking correctly fitted 8. Guardrail with toeboard 9. Suitable means of access to and egress from scaffold 10. Scaffold erected for correct class of load HAKI AB SE Sibbhult, Sweden Tel Fax