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Ulma HWS User Manual

Hydraulic windshield system
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User Guide
HYDRAULIC WINDSHIELD SYSTEM
HWS
07A060ENM

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Summary of Contents for Ulma HWS

  • Page 1 User Guide HYDRAULIC WINDSHIELD SYSTEM 07A060ENM...
  • Page 2 Neither all nor part of this document may be reproduced or transmitted in any way by any electronic or mechanical procedure, including photocopy, magnetic recording or any other form of information storage or retrieval system without the permission of ULMA.

  • Page 3: Table Of Contents

      TABLE OF CONTENTS 1. PRODUCT DESCRIPTION....................4 2. COMPONENTS AND ACCESSORIES .................. 7 2.1. GRAPHIC DESCRIPTION ........................7 2.2. ELEMENTS DESCRIPTION ......................13 3. ASSEMBLY, USE AND DISASSEMBLY ................33 3.1. ASSEMBLY ............................ 33 3.2. HYDRAULIC SYSTEM ASSEMBLY ....................39 3.3.

  • Page 4: Product Description

    As the building takes height, the protection screens are lifted with crane or with an incorporated hydraulic system. Example of Windshield System HWS configurations ...
  • Page 5 Each windshield set is made up with 2 vertical walers known as MAST, to whom the protection screen is directly or indirectly fixed, and can also include WORKING or LANDING platforms. Vertical Waler Protection Screen Anchors on Hold Screen Hydraulic Support Elevation System Landing Platform Mast Anchors   TYPICAL SET HWS TYPICAL SET HWS EITH LANDING PLATFORM ...
  • Page 6 Masts are guided by anchors, fixed to the building at any time (guided at 2 levels but resting just at 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”.

  • Page 7: Components And Accessories

    HYDRAULIC WINDSHIELD SYSTEM HWS 2. COMPONENTS AND ACCESSORIES 2.1. GRAPHIC DESCRIPTION Weight Weight Code Name Code Name MAIN ELEMENTS HWS 1991275 WALKWAY BRACKET HWS 1861122 0.39 PANEL BOLT 1991285 MK-180 HINGED HEAD 7238001 0.22 HEXAGONAL NUT 15 1991503 MK HINGED HEAD...
  • Page 8   HYDRAULIC WINDSHIELD SYSTEM HWS Weight Weight Code Name Code Name 1991172 NODE SLAB BRACKET LT HWS 7238000 0.73 PLATE NUT 15 7238001 0.22 HEXAGONAL NUT 15 0230000 0.33 WING NUT 15 0261001 BASE PLATE 150x150x15 (D22) Bichromate treated...
  • Page 9   HYDRAULIC WINDSHIELD SYSTEM HWS Weight Weight Code Name Code Name 1800000 PALLET E1 1991345 PLUG FEMALE 3P+T 400V 16A 1800084 PALLET CASTOR 1991350 28.4 CYLINDER HWS Painted Black Painted Black Painted Black - Zinc coated 1991380 0.44 COUPLER 90º CYLINDER HW...
  • Page 10   HYDRAULIC WINDSHIELD SYSTEM HWS Weight Weight Code Name Code Name 1991360 LIFTING HOOK MK 0260000 CLAMP M20x330 (2P-100x100) 0252070 0.29 PIN E20x70 0260001 CLAMP M20x330 (2P-150x150) 0252000 0.03 COTTER PIN R/5 1991587 CLAMP M20x400 (2P-150x150) Bichromate treated Painted yellow (zinc-coated screw jack)
  • Page 11 HYDRAULIC WINDSHIELD SYSTEM HWS Weight Weight Code Name Code Name PUSH-PULL PROPS 0335295 CONNECTOR VM-VM 0212100 PUSH PULL PROP 1” 0.36-0.52 (D20) 0212125 6.19 PUSH PULL PROP 1.5” 0.44-0.66 (D20) Zinc coated Zinc coated 7251132 3 LAYER PLYWOOD 2000x503x27 1960210 10.6...
  • Page 12   HYDRAULIC WINDSHIELD SYSTEM HWS Weight Weight Code Name Code Name 0121004 HANDRAIL SOCKET D50 MISCELLANEOUS 1900256 PLATE WASHER NUT 15 1905160 PLATE WASHER NUT 20 Painted yellow Bichromate treated 0252070 0,29 PIN E20x70 PREVIOUS VERSIONS 0250000 0,03 COTTER PIN R/5 1991100 26.1...

  • Page 13: Elements Description

    (0249911) Its main feature is the double row of holes that allow the connection of the different parts that make up the HWS structure in function of the requirements of each jobsite. Walers MK- They are made up of “Profiles MK-120” spaced 52 mm Timber Beams VM20 and “Spacer tubes”.
  • Page 14   HYDRAULIC WINDSHIELD SYSTEM HWS Existing lengths and corresponding item numbers are Existing lengths and corresponding item numbers are shown in the following table: shown in the following table: Item No. Length Item No. Length Código Longitud Código Longitud 1940191 1.45 m...
  • Page 15 Bolt+Nut M20 Length according to "h" 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”. Attachment support Mast- 1991295 Guide...
  • Page 16  SELF-CLIMBING BLOCK LT HWS This element withstands the weight and vertical loads The number of blocks in the masts varies depending on acting on the windshield system HWS. Also is used as a the climbing procedure: pushing element during the hydraulic lifting process.
  • Page 17   HYDRAULIC WINDSHIELD SYSTEM HWS  DIVIDED MAST  MAST REINFORCEMENT ADDITIONAL WALER To reinforce the “divided mast”, an “additional Waler It is always advisable to use “Entire Mast” (Profile MK- MK-120” can be added parallel to the mast at the 180 in one piece) in order to assure the stiffness during “Orthogonal MK-180”...
  • Page 18 2.2.3. OTHER ELEMENTS OF THE STRUCTURE HWS The “MK-180 Hinged Head” is fixed to the “Mast”and the “MK Hinged Head” to the main platform waler. The Following some elements to finish the HWS structure MK diagonal is a “Waler MK-120” with “Axial Nodes configuration are described.
  • Page 19 The anchoring system is made up of 2 independent assembled in the suitable bracket by means of a parts: “bracket connection”.  HEAD LT HWS: main part of the anchoring system Cylinder that contains the mechanisms for guiding (by means Connection Pin...
  • Page 20 “double pin” locked with “Cotter pin R3”. Finally, the “Cylinder Connection Pin” is used for joining For anchor recovery claws will open as shown in the the “Cylinder HWS” to the Head LT HWS as shown later. next pictures. Unlock the Claws: ...
  • Page 21 40mm to the left In the following pictures is shown how changing the MINIMUM 5 teeth of overlap is required. “Ring” assemble, the position of the HWS set is always 100mm distanced from the slab and the position of the these...
  • Page 22 NEUTRAL POSITION: standard position of the “Head” used when the cone is in the correct position. Following, how to connect the “Head LT HWS” to the POSITION 10MM TO THE RIGHT: position obtained “Slab Bracket LT HWS” is explained: fixing the 2 arrows of the “Red Positioning Pin”...
  • Page 23 R/3 2- The “Double Pin” of the “Head LT HWS” is correctly positioned and locked with the “Cotter Pin R/3”. 3- The “Head LT HWS” rest vertically on the lower part of the “Slab Bracket LT HWS”...
  • Page 24 “Bolt M30x90”. The bracket is directly in contact prop is fixed at the front side of the bracket. In case of with the concrete. lack of upper slab, the “Slab Bracket LT HWS” is fixed with a piece of wood at its rear part. Wall Bracket LT...
  • Page 25 2.2.5. LIFTING HOOKS - Remove the “Re Positioning Pin”. - Introduce the “Head” laterally. The “Lifting Hook MK” is necessary to place the “HWS” - Reposition the “Red Positioning Pin”. at the building and for crane lifting processes. It is located on the upper part of the “Masts”...
  • Page 26 HWS assemblies. It is made up of the following elements: Pawl 4 Clamping Pins  CLIMBING HEAD HWS: It pushes the HWS set during 2 Handles the hydraulic climbing process.  CYLINDER HWS: It pushes the “Climbing Head HWS” Climbing Head...
  • Page 27 It is the element in charge of pushing the “Climbing Head HWS”. Its working load is 50kN. It is fixed to the “Head LT HWS” by a “Connection Pin” (already incorporated in the “Head LT HWS”) and a Hydraulic Power Unit “Bottom Fixing Pin”...
  • Page 28 HYDRAULIC WINDSHIELD SYSTEM HWS 2.2.8. PLATFORM ELEMENTS Another possible configuration to do a platform is using the “Walkaway Bracket HWS”. It is fixed to the “vertical This section presents the different elements used on Timber Beam VM20” with a “Panel Bolt (1861122) and platforms.
  • Page 29 2 pins. must have is at least 15 x 5cm and class resistance C24 according with EN 338. The following ULMA standards 3 Layers Board can also be used: - 3 Layers Plywood 2000x503x27...
  • Page 30 Double Spigot D48  HINGES FOR HORIZONTAL COVERS (2125312) Items used to fix the horizontal TAPERS to the timber  COUPLERS 48/48 Beams VM20 of the HWS set. They are fixed with Couplers used connect tubes “Screws 6x60 din-7505-a (0249911)”.
  • Page 31  External handles at the claws. (1991340)  “Pawl” locking at “Block Passing Position” with “Slab  SLAB-END BRACKET HWS Assembly Rod HWS”. Element to fix the “Head HWS” at the slab edges Slab Assembly (minimum slab thickness 200mm): Rod HWS (1991120) Slab-End Bracket HWS Bolt Allen M30x90-8.8...
  • Page 32 Check the position WORKING LOAD SLS: 50kN by the lateral rule of the bracket. DIFFERENCES and INCOMPATIBILITIES:  NOT COMPATIBLE with the “Block LT HWS”. RELEASE 1 Release the screw jack TURN  Connection to the mast with 4 bolts. one turn.

  • Page 33: Assembly, Use And Disassembly

      HYDRAULIC WINDSHIELD SYSTEM HWS 3. ASSEMBLY, USE AND DISASSEMBLY 3.1. ASSEMBLY This section describes the steps to follow when assembling a HWS system. The following assemblies are presented hereafter:  TYPICAL SET HWS  TYPICAL SET HWS WITH LANDING PLATFORM ...
  • Page 34 Other alternatives (metallic nets…) could be used to cover the panel. Fixation will be different depending on the case. For more information check the Project Design Guide HWS. The HWS set is assembled. Refer to the process of “Placing on the building”” described in point 3.2.
  • Page 35   HYDRAULIC WINDSHIELD SYSTEM HWS 3.1.2. TYPICAL SET HWS WITH LANDING PLATFORM STEP DESCRIPTION DIAGRAM Follow the instructions for the assembly without platform until STEP 5, but without assembling lower part of the Screen. Assembly of the PLATFORM on the ground: Place and fix the “Timber Beams VM20”...
  • Page 36 For a correct placing of the anchors see point 2.2.4 “Anchors LT HWS”. Put all the “Pawls” of the “Heads LT HWS” at “Block Passing Position”. Introduce a “Tie Rod DW15” or similar to block the “Pawl” at that position.
  • Page 37 HYDRAULIC WINDSHIELD SYSTEM HWS STEP DESCRIPTION DIAGRAM Lift the HWS set to the level of the claws of the “upper Anchors” by crane Fix a rope to the lower part of the “Mast” for better handling and control of the set.
  • Page 38 “Upper Anchors”. Extract the Unblock all the “Pawls” of the “Heads LT HWS” and put them in “Working Position”. For that purpose extract the blocking bar. Follow introducing the “masts” until the 2 “Blocks” rest on the “Pawls”...

  • Page 39: Hydraulic System Assembly

     Return Line: Female Hose 7m HWS (1991312)  Bypass (only with 2 cylinder connection): Hose 1m HWS (1991320) (Male-Female)  Connection between hoses and cylinders: Coupler 90º Cylinder HWS (1991380) * DO NOT USE this hydraulic system in cases where there is risk of exceeding the limit of 50 kN per cylinder.

  • Page 40: Set Up Of The Hydraulic Elevation System

    In cases where the PU is only connected to two cylinders (one cylinder to each output) a bypass connection must be done in order to close the hydraulic circuit. This connection must be done by a Hose 1m HWS provided by quick connection couplings Male-Female. ...

  • Page 41: Use

    HWS” and “Hydraulic Power Unit HWS”. The “Climbing Head HWS” are connected to the upper end of the “Cylinder HWS” and are guided along the “Mast”. The “Cylinders HWS” transmit the necessary load to lift up the set through the “Climbing Heads HWS”. The force of the “Cylinders HWS”...
  • Page 42  In case of “Slab Bracket LT HWS”, fix it with a push-pull prop at the “Head LT HWS” side. In case of lack of upper slab, use a “Piece of Wood” at the rear part of the bracket (See point 2.2.4 “Slab Bracket LT HWS”)
  • Page 43 Position Level 0 for lifting Threading Level 1 Lifted - HWS set resting on Level 0 and Continue extending-retracting - Remove the Hydraulic system. - Remove the formwork that could - Extend-Retract several times the guided in Levels 0 and -1.
  • Page 44 Pull the “Bottom Fixing Pin” of the “Cylinder HWS”. Rest the previous assembly onto the corresponding pin of the “Head LT HWS”. Claws of the “Climbing Head HWS” must be facing the mast. Lock the “Bottom Fixing Pin” and make the connection to the “Head LT HWS”.
  • Page 45 Go around the inner wings of the “Mast” with the “Claws” of the “Climbing Head HWS”.  Close and lock the “Claws” of the “Climbing Head HWS” (See 2.2.7). The wings of the mast must be completely surrounded by the claws.
  • Page 46 DESCRIPTION DRAWING The “Cylinders HWS” are completely retracted. The structure rests onto the “Pawl” of the “Head LT HWS”. Extend the cylinders by activating simultaneously the “Handles” of the “Power Unit”, until the “Pawls” of the “Climbing Heads HWS” get in contact with the “Self-Climbing Blocks LT HWS”.
  • Page 47 DRAWING Retract the “Cylinder HWS” until the FOLLOWING “Self-Climbing Block LT HWS” rests onto the “Pawl” of “Head LT HWS”. Before resting the structure at the “Pawl” of the “Head LT HWS”, verify that the pawl is at the correct position.
  • Page 48 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 lifting process is the same in case of “Crane lifting”,. The only diference is that the lifting force is made by...

  • Page 49: Disassembly

    The disassembly level can vary depending on the jobsite. Following an example of the necessary steps: STEP DESCRIPTION DRAWING 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) Disassemble the SCREEN.

  • Page 50: Solutions

    “slab-end” and “Mast” is required. For this solution the “Node Slab Bracket LT HWS” and “Ring Slab Bracket LT HWS” (that are the main elements of the “Slab bracket LT HWS”) are assembled to a “Waler MK-120” or “Profiles MK-180. With “Waler MK-120” the front support is made with the “Cantilever Support LT HWS”...

  • Page 51: Inclined Buildings

    The pre-assembled HWS sets are carried on standard transport (max. width 2.40m) in two halves. Once on site, final assembly is made joining the two parts...

  • Page 52: Typical Sections

     HYDRAULIC WINDSHIELD SYSTEM HWS 4.4. TYPICAL SECTIONS Due to the MK versatility the “Windshield Set 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...

  • Page 53: Features

    5.1. MAXIMUM PROTECTION SCREEN One of the HWS system’s limitations is the size of the protection screen that can be erected (mainly due to wind loads) The following limit value is meant to orient the user on the size of a protection screen including two masts: ...

  • Page 54: Anchor Bracket Limitations

    (66,0) Nsk,a This graphic is also valid for the working loads of the “Wall Bracket LT HWS (1991190)”. The “Anchors” must be placed according with their specifications, in order to assure the correct transmission of the loads. Only ULMA original components must be used to withstand the structure.

  • Page 55: Terms And Conditions Of Use

    ULMA's HWS system. times, without tools, bolts and any other parts in  All persons responsible for the operation of the HWS danger of falling from them, and striking persons system must be qualified and trained and must have below.
  • Page 56  Under heavy wind conditions, remove materials and 6.1.2. LOAD CASES other objects from the platforms, and check the The following load cases are identified for the HWS sets: stability of all ties, meshes, platform anchorages,  Working Condition: Unloading works can be done.
  • Page 57 Works must not continue on the HWS system. Cone recovering 0.75 platform  Tie any loose object on the HWS platforms. 177* WIND (km/h) *Note: wind with V =29 m/s, Terrain type=III, height=200 m The customer is responsible to check the wind...
  • Page 58   HYDRAULIC WINDSHIELD SYSTEM HWS  The HWS system must never be used as elevators * The 2 “Red Positioning Pins” are correctly positioned and blocked with its respective “Cotter for material or persons.  During the elevation of the structure, when the Pin R/3”...

  • Page 59: Transport, Handling And Storage

      HYDRAULIC WINDSHIELD SYSTEM HWS  All platforms of the HWS system are kept free from  Avoid the parts suffering blows and crushing during ice and snow, even when not in use. At transport, handling and storage.  The material is packed for transport in appropriate temperatures below 0ºC, carry out checks of the...

  • Page 60: Inspection And Maintenance

    6.3.1. GENERAL GUIDELINES trajectory of the load, the crane operations are  ULMA is responsible for the delivery of the products, directed by a banksman who is in constant communication with the crane operator by means of for sale or rent, in good working condition.
  • Page 61 ULMA.  Before assembling any system part, check that it is in  All welding which affects the operation of the HWS good working condition (rust, deformation, etc.). system are carried out under the supervision of ...
  • Page 62 ULMA Hydraulic fluid: HLP-32 CONSTRUCTION  Hydraulic fluid Change: Equipment with CE marking marketed by ULMA Should be done every 2000-3000 working Construction is checked following the instructions hours or once a year. stipulated in the “User´s Guide of the respective It is recommended to clean the bottom of the product”.

  • Page 63: Legal References

      HYDRAULIC WINDSHIELD SYSTEM HWS 7. LEGAL REFERENCES  Council Directive 89/391/EEC of 12 June 1989 on the introduction of measures to encourage improvements in the safety and health of workers at work  Council Directive 89/654/EEC of 30 November 1989 on the minimum safety and health requirements for the workplace ...

  • Page 64: Appendix

      HYDRAULIC WINDSHIELD SYSTEM HWS 8. APPENDIX 8.1. DECLARATION OF CONFORMITY: LIFTING HOOK MK (1991360) ...
  • Page 65 AGREEMENT STATEMENT According to Directive 2006/42/CE concerning machines Hereby ULMA C y E, S.Coop., located in Paseo Otadui 3, 20560 Oñati, declares that the product whose code and name are 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 suffers any modification.
  • Page 66 ULMA C y E, S. Coop. Ps. Otadui, 3 - P.O. Box 13 20560 OÑATI Spain T. +34 943 034 900 F. +34 943 034 920 www.ulmaconstruction.com...

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