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HYDRAULIC WINDSHIELD SYSTEM HWS 

2.2.8.

 

PLATFORM ELEMENTS 

This  section  presents  the  different  elements  used  on 

platforms.  Most  of  the  elements  have  been  already 

described  in  the  previous  point  2.2.1.  “Protection 

Screen” 

 

This is the most common platform configuration: 

 

The  “Waler  MK-120”  is  fixed  to  the  “Mast”  by  an 

“Orthogonal Joint MK”. Above this “Waler MK-120” the 

main platform “Longitudinal Beams” are located. Finally 

everything is covered by “3 layer plywood” 

 

In  case  of  more  stiffness  platform  necessity  a 

“secondary  waler  MK-120”  level  is  assembled.  This 

waler is fixed with “Clamps M20x330 (2p-150x150) 

 

 

 

 

 

Another possible configuration to do a platform is using 

the “Walkaway Bracket HWS”. It is fixed to the “vertical 

Timber Beam VM20”  with a  “Panel Bolt  (1861122) and 

an “Hexagonal Nut 15 (7238001)” 



 

 

CONNECTOR VM-VM 

Component  used  to  join  two  timber  beams  VM20  one 

under the other. 

   

  

 

The  connection  is  made  with  2  “Wing  Nut  15 

(0230000)” and 2 “Cotter Pin R5 (0250000)” included in 

the item. The “cotter pins R5” avoids releasing the nut. 

The  connector  allows  from  0º  to  110º  angle  between 

timber beams VM20: 

0º 

90º 

 

110º 

 

 NOT SYMMETRICAL from 111º to 180º not possible 

 

Orthogonal Joint (1990395) 
Bolts M16x90 DIN931-8.8 (0241690) 
Nuts M16 DIN985-8 (0241608) 

Main platform 
Waler MK 120 

Mast 

Longitudinal 

Timber Beam 

VM20 

 Perpendicular Timber Beam VM20 

Clamp M20X330 

(2p-150x150) 

(0260001) 

Main Platform 
Waler MK 120 

Mast 

Secondary “Waler MK 120” 

Walkaway 

Bracket HWS 

(1991275) 

Connector VM-VM 

(0335295) 

WORKING LOAD 

11kN SLS 

Содержание HWS

Страница 1: ...User Guide HYDRAULIC WINDSHIELD SYSTEM HWS 07A060ENM...

Страница 2: ...ic elements of the product are approximate Our equipment is designed to work with accessories and items produced by our company only Combining such equipment with other brands is not only dangerous wi...

Страница 3: ...SOLUTIONS 50 4 1 CANTILEVERED ANCHORS 50 4 2 INCLINED BUILDINGS 51 4 3 DIVIDED SETS 51 4 4 TYPICAL SECTIONS 52 5 FEATURES 53 5 1 MAXIMUM PROTECTION SCREEN 53 5 2 PLATFORM CONFIGURATIONS 53 5 3 HYDRAU...

Страница 4: ...product The basic component used in all these solutions is the WALER MK Its versatile design and the specific accessories for each application make it possible for the system MK to provide such differ...

Страница 5: ...th continuous hole configuration and simple standard connections providing great versatility when configuring different types of structures structures adapted to the required height level different se...

Страница 6: ...one The masts transmit every erection effort to the building under construction The lifting of the HWS set from one level to the next one can be achieved using the crane or by the Hydraulic System HWS...

Страница 7: ...Bichromate treated 1991235 0919125 0 22 0 3 HINGE 82x125 D5 75 HATCH HINGE Zinc coated 0249911 0 01 SCREW 6x60 DIN 7505 a 1991295 4 75 SUPPORT MAST FIXING Painted Black Code Weight kg Name 1991275 186...

Страница 8: ...4 3 3 CANTILEVER SUPPORT LT HWS Painted Black Code Weight kg Name 7238000 7238001 0230000 0261001 0 73 0 22 0 33 2 7 PLATE NUT 15 HEXAGONAL NUT 15 WING NUT 15 BASE PLATE 150x150x15 D22 Bichromate trea...

Страница 9: ...Zinc coated 1991300 13 9 CLIMBING HEAD HWS Zinc coated Bichromate treated 1991310 130 HYDRAULIC POWER UNIT HWS Painted Yellow Black white cover Code Weight kg Name 1991345 0 2 PLUG FEMALE 3P T 400V 16...

Страница 10: ...ellow zinc coated screw jack PROFILES 1990017 1990021 1990025 1990029 1990037 1990045 1990053 1990061 1990069 1990085 44 1 55 65 75 96 117 138 159 180 222 PROFILE MK 180 2 125 PROFILE MK 180 2 625 PRO...

Страница 11: ...EAM VM 20 3 3 TIMBER BEAM VM 20 3 6 TIMBER BEAM VM 20 3 9 TIMBER BEAM VM 20 4 5 TIMBER BEAM VM 20 4 9 TIMBER BEAM VM 20 5 9 1960305 13 2 BEAM VM20 CONNECTION PLATE Painted Yellow 1960375 1960345 0 81...

Страница 12: ...10 0241600 0241608 0242000 0242008 0241601 0242001 0 17 0 3 0 03 0 03 0 06 0 07 0 01 0 02 BOLT M16X90 DIN 931 8 8 BOLT M20X100 DIN 931 8 8 NUT M16 DIN 934 8 8 NUT M16 DIN 985 8 8 NUT M20 DIN 934 8 8 N...

Страница 13: ...oaf a protection screen WALER MK 120 This is together with the MAST the main element of the HWS structures The 2 main uses of the walers are Vertical Waler support for Beams VM20 of the SCREEN Horizon...

Страница 14: ...1 90 m 1940146 3 6 m 1940197 2 15 m 1950112 3 9 m 1950129 2 45 m 1940178 4 5 m 1940196 2 65 m 1950113 4 9 m 1940144 2 90 m 1940149 5 9 m BEAM VM20 CONNECTION PLATE Component used to join two timber b...

Страница 15: ...mm thick will be used 2 2 2 MAST It is the main part of the climbing set and supports the whole structure The whole screen is guided and fixed by the Masts through the Heads LT HWS The Mast is made up...

Страница 16: ...windshield system HWS Also is used as a pushing element during the hydraulic lifting process It is assembled between the Profiles MK180 with 3 Bolts M16x90 and 3 Nuts It is possible to assemble the bl...

Страница 17: ...Mast division decreases considerably the resistance of the mast comparing with the entire mast MAST REINFORCEMENT ADDITIONAL WALER To reinforce the divided mast an additional Waler MK 120 can be added...

Страница 18: ...panels see section types They are used to configuration the MK diagonal between the main platform and the The MK 180 Hinged Head is fixed to the Mast and the MK Hinged Head to the main platform waler...

Страница 19: ...anchoring system HEAD LT HWS This is the anchoring part which contains the support Pawl and the guiding mechanisms Claws for Windshield Sets As mentioned before depending on the jobsite s application...

Страница 20: ...ble pin connects them and at the same time fixes them to the head s frame Except for anchor recovery claws must always keep closed with the double pin locked with Cotter pin R3 For anchor recovery cla...

Страница 21: ...is always 100mm distanced from the slab and the position of the cone varies absorbing the longitudinal errors Changing the position of the Ring from one hole to the next one 62 5mm regulation is achie...

Страница 22: ...arrows of the Red Positioning Pin of the Bracket facing to the right It is used to correct that the cone is located 10mm to the left than the corresponding location POSITION 10MM TO THE LEFT position...

Страница 23: ...support NEVER suport vertically the Head on the horizontal support In the next example the complete exploded of the Slab Bracket LT HWS is shown Insert the Head laterrally 2 Pull the Head along untill...

Страница 24: ...lls usually at the RKS system Is fixed directly to the cone embedded in the concrete with a Bolt M30x90 The bracket is directly in contact with the concrete The Wall Bracket provides the same Horizont...

Страница 25: ...ectly to the chain shackle The slings attached to the lifting hook should not exceed the maximum angle of 60 between them Each lifting hook is designed to bear a maximum load of 31kN 27kN weight verti...

Страница 26: ...They are the parts in charge of guiding the climbing head s movements on the mast The climbing head can be fixed or unfixed from the mast only by rotating the claws Once connected the Cylinder the swi...

Страница 27: ...PROPS Elements used to complete the HWS structure They are connected to the central hole line of the walers by Pins E20x70 and Cotter Pins R 5 Existing item numbers are shown in the following table I...

Страница 28: ...platform is using the Walkaway Bracket HWS It is fixed to the vertical Timber Beam VM20 with a Panel Bolt 1861122 and an Hexagonal Nut 15 7238001 CONNECTOR VM VM Component used to join two timber beam...

Страница 29: ...oned The handrail post is inserted in the corresponding socket An adjustable toe board holder is included at the bottom of the handrail post HANDRAIL SOCKET D50 Handrail support used on platform waler...

Страница 30: ...o 90 SIMPLE BRACING Element to fix the bracing tubes D48 between HWS sections 2 2 10 COVER ELEMENTS The cover elements are used for closing the vertical gaps between HWS sets and horizontal gaps betwe...

Страница 31: ...g Load SLS Nsk a 84kN Vsk a 84kN Bigger distance between Slab Edge and Mast Fixation to the cone with Bolt M24x60 REGULATIONS to absorb the cone positioning errors NOT AVAILABLE Fixation of the bracke...

Страница 32: ...ry to allow next step STEP DESCRIPTION SCHEME 4 Tighten the Bolt M30 completely 5 Check the position of hte bolt s head It must be bellow the reference line of the bracket NO OK OK 6 Tighten the screw...

Страница 33: ...be specified on assembly drawings in each case 3 1 1 TYPICAL SET HWS STEP DESCRIPTION DIAGRAM 1 Assemble of the MAST The Mast is made up of 2 Profiles MK 180 Self Climbing Blocks LT HWS and Spacers MK...

Страница 34: ...right distances between elements 4 Assembly of the Screen SUPPORT Place 2 SECTIONS at the required distance Check the assembly drawings to verify the position of the sections Place and fix the Timber...

Страница 35: ...ogonal Joints MK that are going to be used after to connect to the MAST Install the necessary handrail supports Lateral handrail VM Handrail Support fixed to Beam VM20 Longitudinal handrail Handrail s...

Страница 36: ...set is assembled Refer to the process of Placing on the building described in point 3 2 3 1 3 PLACING THE SET HWS ON THE BUILDING STEP DESCRIPTION DIAGRAM 1 Place and fix the anchor brackets on the sl...

Страница 37: ...s of the upper Anchors by crane Fix a rope to the lower part of the Mast for better handling and control of the set 4 Introduce the 2 Masts of the HWS set into the 2 Upper Anchors 5 Continue lowering...

Страница 38: ...WS and put them in Working Position For that purpose extract the blocking bar 7 Follow introducing the masts until the 2 Blocks rest on the Pawls of the Upper Anchors Verify that Self Climbing Blocks...

Страница 39: ...h 2 cylinder connection Hose 1m HWS 1991320 Male Female Connection between hoses and cylinders Coupler 90 Cylinder HWS 1991380 DO NOT USE this hydraulic system in cases where there is risk of exceedin...

Страница 40: ...ON SYSTEM Before any system lifting the following instructions must be taken into account 3 3 1 PUMPS AND ENGINES Once all the necessary power connections are done an engine start and stop must be don...

Страница 41: ...ylinders HWS transmit the necessary load to lift up the set through the Climbing Heads HWS The force of the Cylinders HWS is transferred to the Mast through the contact with the Self Climbing Blocks L...

Страница 42: ...Verify that the structure to be lifted will not interfere with any object during the climbing process and does not snag with any possible existing structure nearby Ensure that all lateral accesses to...

Страница 43: ...ood on Level 1 STEP 1 Set up for lifting Extend Retract several times the cylinder The HWS set starts lifting Thread in the Anchor on Hold Continue extending retracting the cylinder until the 3rd bloc...

Страница 44: ...panel 5cm stop the power unit wait and observe STEP DESCRIPTION DRAWING 1 Assemble the Cylinders HWS and Climbing Heads HWS using the pin Ensure that the connection is properly done 2 Pull the Bottom...

Страница 45: ...laws of the Climbing Head HWS See 2 2 7 The wings of the mast must be completely surrounded by the claws Check out that the Claws are correctly locked with the 4 Clamping pins Push Pull the Climbing H...

Страница 46: ...imbing Heads HWS get in contact with the Self Climbing Blocks LT HWS Before going ahead with the climbing process verify that the Pawls of the Climbing Heads HW S are in contact with the Self Climbing...

Страница 47: ...ead starts rotating by beating the load of the spring As the spring is compressed it will always be acting on the Pawl Thanks to this when the Pawl of the Climbing Head finishes passing the Block the...

Страница 48: ...rly resting onto the Pawl of the Head LT HWS on its NEW working level Ones the HWS set is lifted Recover the Anchors of lower level Replace the hydraulic system to the next HWS set to be lifted The li...

Страница 49: ...1 Take the HWS set down to the ground by using a crane facing up the screen Recover all the Anchors of the slab Heads Brackets and cones 2 Disassemble the SCREEN If the HWS set has a platform proceed...

Страница 50: ...port LT HWS This is an example of cantilevered anchor with Waler MK 120 The solution configuration changes depending on the loads and cantilever requirements These are 2 examples of configurations Rin...

Страница 51: ...ed to the site in two halves This solution arises from the need of certain markets where it is very common that the site is in the city centre and surrounded by buildings which as a rule make pre asse...

Страница 52: ...HWS can be configured in many ways depending the requirements of the jobsite Following some typical examples of the HWS sets P MK 120 0 750 P MK 120 0 750 M K 12 0 4 62 5 3300x2400 HWS SECTION WITH PO...

Страница 53: ...ic study 5 2 PLATFORM CONFIGURATIONS Different platform configurations elements and dimensions depend on the live loads expected in each application For that reason an independent study should be perf...

Страница 54: ...h Anchor length Edge effects Accordingly bracket limits will vary in each case and a proper study should be carried out In any case loads MUST NEVER exceed the following values This graphic is also va...

Страница 55: ...nce Instructions of use for the employed equipment must be followed consult operating manuals of the manufacturer or distributor In the case of doubt or lack of information please contact with ULMA st...

Страница 56: ...o restrict access to the structure during erection and dismantling or whenever the structure is not in correct working conditions e g missing collective protection signposting fencing closing or demar...

Страница 57: ...G B CLIMBING C OUT OF SERVICE HWS platform 3 1 5 1 5 Cone recovering platform 0 75 0 0 WIND km h 100 72 177 Note wind with Vaverage 29 m s Terrain type III height 200 m According to standard EN 1055 W...

Страница 58: ...nt it must be ensured that no person is exposed to any danger and a clear sign to everybody that movement will start shortly must be given The HWS system must never be used as elevators for material o...

Страница 59: ...s Do not stand walk or work under suspended loads nor under the trajectory or in the vicinity of these loads Avoid the parts suffering blows and crushing during transport handling and storage The mate...

Страница 60: ...ts with the load can cause serious accidents 6 2 4 STORAGE Proper storage of the parts is fundamental to keep them in good working condition Wherever possible store the material in a place protected f...

Страница 61: ...heads HWS Heads HWS No alteration or change neither to the system components nor to the assembly of the HWS system is made without the approval and under the supervision of personnel of ULMA All weldi...

Страница 62: ...ondition of the mentioned parts prior to each use For more information consult ULMA Construction The lifting appliance Lifting Hook MK 1991360 must be checked before each use to confirm the good worki...

Страница 63: ...on sites Directive 92 58 EEC of 24 June 1992 on the minimum requirements for the provision of safety and or health signs at work Directive 89 655 EEC of 30 November 1989 concerning the minimum safety...

Страница 64: ...64 HYDRAULIC WINDSHIELD SYSTEM HWS 8 APPENDIX 8 1 DECLARATION OF CONFORMITY LIFTING HOOK MK 1991360...

Страница 65: ...e mentioned below complies with the design and manufacturing aspects concerning people s safety required by the corresponding European directive being this the valid statement until the product suffer...

Страница 66: ...www ulmaconstruction com ULMA C y E S Coop Ps Otadui 3 P O Box 13 20560 O ATI Spain T 34 943 034 900 F 34 943 034 920...

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