Ulma BMK-170 Page 3 User Manual Download

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TABLE OF CONTENT

1. PRODUCT DESCRIPTION .................................................................................................................... 4

1.1.

CLIMBING

BRACKET

BMK-240 ..................................................................................................................... 6

1.2.

CLIMBING

BRACKET

BMK-170 ..................................................................................................................... 7

2. SYSTEM COMPONENTS AND ACCESSORIES ........................................................................................ 8

2.1.

GRAPHIC

DESCRIPTION ............................................................................................................................... 8

2.2.

ITEMS

DESCRIPTION ................................................................................................................................. 13

3. ASSEMBLY, USE AND DISMANTLING ................................................................................................ 31

3.1.

NSTRUCTIONS FOR THE

LIMBING

RACKET

BMK

SYSTEM

IRST POURING STAGE ON THE GROUND

.................................... 31

3.2.

NSTRUCTIONS FOR THE

LIMBING

RACKET

BMK

SYSTEM

ECOND POURING STAGE

FIRST CLIMBING STAGE

....................... 33

3.3.

NSTRUCTIONS FOR THE

LIMBING

RACKET

BMK

SYSTEM FOR THE CONSTRUCTION OF HOLLOW PIERS

................................. 37

3.4.

PLATFORMS

ASSEMBLY ............................................................................................................................ 43

3.5.

LIFTING

HOOK

MK .................................................................................................................................... 45

3.6.

FORMWORK

PANEL

CONNECTION

CLIMBING

STRUCTURE .................................................................... 47

3.7.

STRIPPING

SYSTEM ................................................................................................................................... 50

3.8.

HEIGHT

ADJUSTMENT ............................................................................................................................... 53

4. SOLUTIONS .................................................................................................................................... 55

4.1.

STRAIGHT

WALLS ...................................................................................................................................... 55

4.2.

INCLINED

WALLS ...................................................................................................................................... 60

4.3.

CURVED

AND

POLYGONAL

WALLS ............................................................................................................ 63

4.4.

ANCHORAGE

SOLUTIONS ......................................................................................................................... 63

5. SYSTEM PROPERTIES ....................................................................................................................... 68

5.1.

MAXIMUM

SIZE

FORMWORK

PANEL .................................................................................................... 68

5.2.

LIMITS

ANCHORAGES .......................................................................................................................... 69

6. TERMS AND CONDITIONS OF USE .................................................................................................... 70

6.1.

LOAD

CASES ............................................................................................................................................. 70

6.2.

MAXIMUM

WORKING

LOADS ................................................................................................................... 70

6.3.

ANCHORAGE

STRENGTH ........................................................................................................................... 71

6.4.

SAFE

HANDLING

GUIDELINES ................................................................................................................... 71

7. LEGAL REFERENCES ......................................................................................................................... 74

7.1.

LEGAL

REFERENCES .................................................................................................................................. 74

8. APPENDICES ................................................................................................................................... 75

8.1.

DECLARATION

CONFORMITY:

LIFTING

HOOK

MK ................................................................................. 75

Summary of Contents for BMK-170

Page 1: ... User Guide BMK Climbing brackets 02FIR12 ...

Page 2: ...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 without having made all corresponding verifications it also voids any and all our warranties The company reserves the right to introduce any modifications deemed necessary for the technical development of the product ...

Page 3: ...BMK SYSTEM FOR THE CONSTRUCTION OF HOLLOW PIERS 37 3 4 PLATFORMS ASSEMBLY 43 3 5 LIFTING HOOK MK 45 3 6 FORMWORK PANEL CONNECTION TO CLIMBING STRUCTURE 47 3 7 STRIPPING SYSTEM 50 3 8 HEIGHT ADJUSTMENT 53 4 SOLUTIONS 55 4 1 STRAIGHT WALLS 55 4 2 INCLINED WALLS 60 4 3 CURVED AND POLYGONAL WALLS 63 4 4 ANCHORAGE SOLUTIONS 63 5 SYSTEM PROPERTIES 68 5 1 MAXIMUM SIZE OF FORMWORK PANEL 68 5 2 LIMITS OF A...

Page 4: ...he formwork is supported on a carriage which enables to move it back up to 80 cm from the wall This system eases the cleaning and placing of steel reinforcement With tilt back system The formwork can be separated some 5 cm from the wall for stripping and moreover it can be tilted The formwork together with the climbing structure is moved up to the next pouring stage with crane Apart from all other...

Page 5: ...rk The climbing brackets frames consist of standard walers MK with accessories bolted to them This entails the following advantages o Very versatile system It offers the versatility of the MK system and enables different configurations by making use of some MK accessories o Transport saving The brackets frames can be delivered disassembled to the building site which contributes to the reduction of...

Page 6: ...ustment of the panels is enabled by the Waler Screw TR53X6 0302020 which connects the vertical waler to the Roll back carriage Fixed configuration with Tilt Back System The formwork is joined to the main platform through the Tilt Back MK 120 1991467 The panels can be separated from the poured concrete wall by a distance of about 5 cm The Connector MK Screw Waler Base 1991517 enables the panel heig...

Page 7: ...m the wall by about 5 cm with the Tilt Back MK 120 1991467 The Connector MK Screw Waler Base 1991517 enables the panel height adjustment The components are the same as for the fixed configuration of the climbing brackets BMK 240 and BMK 220 Climbing Bracket BMK 170 1991417 Push Pull Prop Connector MK Screw Waler Base Formwork panel Vertical Waler Tilt Back Base ...

Page 8: ...57 9071300 38 5 0 8 0 3 0 02 ROLL BACK CARRIAGE MK 120 GEAR MK GEAR SHAFT MK SPRING PIN 5X30 DIN 1481 Painted black zinc coated 1991465 225 HINGED BMK 240 FRAME Item no Weight kg Item name 1991425 194 BMK 240 FRAME 1991410 14 4 FIXED HEAD Painted black 1991503 6 MK HINGED HEAD Painted black 1991427 7 7 PLATFORM SUPPORT MK 120 Painted black 1991434 9 3 PLATFORM BACK SUPPORT MK 120 Painted black 199...

Page 9: ...991360 7 1 LIFTING HOOK MK Yellow painted steel Item no Weight kg Item name 0302020 1991570 0335153 0250000 10 8 13 5 0 40 0 03 WALER SCREW TR53X6 WALER MK 120 SCREW BRACKET PIN W HEAD D20X100 PIN COTTER R 5 Bichromate Painted Bichromate treated yellow treated Zinc screw 1991467 1991517 12 15 1 TILT BACK MK 120 CONNECTOR MK SCREW WALER BASE Painted black Zinc coated axes 0331013 2 6 HANDLE SCREW T...

Page 10: ...zinc coated screw jack 1990209 1990211 1990213 1990215 1990217 1990219 1990221 1990225 1990229 1990233 1990237 1990239 1990245 29 4 35 5 41 9 47 9 54 3 60 5 68 6 80 9 93 4 107 6 120 1 126 3 146 7 WALER MK 120 1 125 WALER MK 120 1 375 WALER MK 120 1 625 WALER MK 120 1 875 WALER MK 120 2 125 WALER MK 120 2 375 WALER MK 120 2 625 WALER MK 120 3 125 WALER MK 120 3 625 WALER MK 120 4 125 WALER MK 120 4...

Page 11: ...Painted yellow Item no Weight kg Item name 0333010 0333011 1 6 1 6 LADDER FIXER LADDER HANGER Painted Painted black Yellow zinc coated coupler 1990109 1990111 1990113 1990115 1990117 1990119 1990121 1990125 1990129 1990133 1990137 13 7 16 9 20 23 1 26 2 29 3 32 4 38 6 44 8 51 57 PROFILE MK 120 1 125 PROFILE MK 120 1 375 PROFILE MK 120 1 625 PROFILE MK 120 1 875 PROFILE MK 120 2 125 PROFILE MK 120 ...

Page 12: ...em no Weight kg Item name 0230100 0234100 1 7 2 6 TIE ROD 15 1 TIE ROD 20 1 1901250 3 CONE WALER TIE 90 Zinc coated bichromate treated nut 1900210 0238045 1900211 0 2 0 32 0 04 CONE POSITIONER M24 CONE POSITIONER M30 POSITIONER SPANNER Zinc coated 0252070 0253215 0253413 0250000 0 28 1 05 1 1 0 03 PIN E20x70 PIN D32X150 PIN W HEAD D34X135 COTTER PIN R 5 Zinc coated Zinc coated Bichromate treated 0...

Page 13: ...MK 1991456 Gear Shaft MK 1991457 Gear Locker MK 1991510 Cotter Pin R 4 9023100 The Roll back carriage allows moving the formwork back to different distances depending on the formwork product As mentioned the stripping system works with a rack and pinion mechanism assembled to the centre part of the horizontal beam of the climbing bracket The obtained stripping distance is sufficient to be able to ...

Page 14: ...Climbing bracket BMK 170 1991417 This bracket can get equipped only with the fixed stripping configuration The waler MK 120 1 625 is used as horizontal as well as vertical beam It moreover consists of the Tilt Back MK 120 199467 and Push Pull Prop Head MK 120 1991439 2 2 5 Hinged BMK 240 Bracket 1991465 It consists of standard walers MK 120 with different accessories bolted and pinned to it The wa...

Page 15: ...g on the climbing bracket the carriage must get blocked with the incorporated wedge For out of service cases and whenever moving the climbing bracket with crane the carriage must be fixed with the safety item Gear Locker MK 1991510 To ensure the correct working of the Roll Back Carriage the Gear MK must be positioned at the place indicated in the assembly drawings of the Climbing Brackets 1991514 ...

Page 16: ...at different positions the standard one is the position of the ENKOFORM VMK 2 2 8 Inclined Tilt Back MK 120 1991463 It is used with the Hinged BMK 240 Bracket 1991465 in cases where the inclination of the wall is above 5º at the side of the inclined formwork It enables the detachment of the formwork from the wall by 5 cm It is joined on one side to the vertical waler with Pin w Head D34x135 and on...

Page 17: ...ding on the formwork used 2 2 10 Rack Assembly MK 120 1991450 It is a sub assembly of the Roll Back Carriage MK 120 1991444 and is used in combination with the Tilt Back MK 120 1991463 for inclined wall solutions The joint with the Tilt Back MK 120 is fastened with 2 Bolts M16x140 DIN 931 8 8 0241690 2 Nuts M16 DIN 934 8 8 0241600 and 2 Washers A16 DIN 125 0241601 2 2 11 Push Pull Prop Head MK 120...

Page 18: ...to form the platform It is fastened to the waler with bolts M16 2 2 15 Platform Back Support MK 120 1991434 Item placed at the back part of the climbing bracket to assemble the platform It is fastened to the waler with bolts M16 The Platform Back Support MK 120 has a ledge incorporated to prevent the carriage from disengaging from the horizontal waler 2 Bolts M16x90 0241690 2 LockNuts M16 0241608 ...

Page 19: ...t bracing and for the walers of the cone recovery platform 2 2 18 Axial node M2 D20 MK 1991458 This part is a joint used for the creation of the platforms pouring intermediate cone recovery The Axial Node M2 D20 MK is bolted to the waler MK according to the pouring height Bottom Support 1991487 2 Bolts M16x90 0241690 2 LockNuts M16 0241608 2 Pins E20x70 0252070 2 Cotter Pins R 5 0250000 4 Bolts M1...

Page 20: ...alkway Hinged Connector 1991476 This part is a joint used for the creation of the platforms for inclined wall solutions With this connector the platforms are kept in horizontal plane Covers inclinations of 10º 20º 30º 2 Pins E20x70 0252070 2 Cotter Pins R 5 0250000 4 Bolts M16x90 0241690 4 LockNuts M16 0241608 ...

Page 21: ...onnection part between vertical walers and ORMA formwork panels 2 2 22 Waler Screw TR53x6 0302020 This part joins the vertical waler with the Roll Back Carriage and enables height adjustments The following parts are required for the joint 1991570 Waler MK 120 Screw Bracket This item connects the screw jack with the vertical waler 1 Lifting Hook MK 1991360 2 Pins E20x70 0252070 2 Cotter Pins R 5 02...

Page 22: ...lamp M20x330 0260001 It is used to join two walers primarily the vertical waler to the horizontal waler of ENKOFORM formwork 3 Pins D20x100 0335153 3 Cotter Pins R 5 0250000 1 Pin D32x150 0253215 2 Cotter Pins R 5 0250000 3 Pins D20x100 0335153 3 Cotter pins R 5 0250000 Connector MK Screw Waler Base Waler MK 120 Screw Bracket 1 Pin D32x150 0253215 2 Cotter Pins R 5 0250000 3 Pins D20x100 0335153 3...

Page 23: ... with the climbing bracket It is also used as diagonal for the hinged climbing bracket 2 2 26 Push Pull Prop Shoe TR63 0333055 and Push Pull Prop E Shoe 2 D20x48 1960545 These shoes are used to stabilise the panel of the vertical formwork at the first pouring stage on the ground 2 Pin D32x150 0253215 4 Cotter Pins R 5 0250000 2 Pin D32x150 0253215 4 Cotter Pins R 5 0250000 Clamp M20x330 0260001 ...

Page 24: ...cone recovery platform transversal beams on which the timber beams VM20 are placed parallel to the wall The most commonly used waler length is the Waler MK 120 1 125 1990209 It is fastened with the Axial Node M 2 D20 MK 1991458 As part of the cone recovery platform longitudinal beams fastened to the climbing bracket with Pins E20x70 The lengths used depend on the pouring height Waler MK 120 1 125 ...

Page 25: ...am of the cone recovery platform With the same accessories the profile is placed on the side of them and is fastened with bolts and nuts 2 2 29 Timber Beams VM20 Timber beams are used to deck all working platforms Waler MK 120 Waler MK 120 1 125 1990209 2 Bolts M20x80 DIN931 8 8 0242080 2 LockNuts M20 DIN985 8 0242008 Profile MK 120 ...

Page 26: ... Clamp DU DU It is used to join two walers MK 120 at 90º 2 2 33 Adjustment Jack MK 120 1991567 It is used to prevent any possible vertical movement of the formwork It is fastened to the vertical walers MK 120 with 2 bolts placed the way that the horizontal walers support on the jacks 2 2 34 Handrail Post 1 5 2211156 and Handrail Post 1 5 Wood 2211185 They form part of the handrail system of the cl...

Page 27: ...ilable lengths Item no Length Item no Length 2125288 0 50m 2125249 3 10m 2125289 1 10m 2125648 3 60m 2125290 1 60m 2125250 4 10m 2125291 2 10m 2125251 5 00m 2125647 2 60m 0200600 6 00m The tubes are connected to the wedges incorporated in the handrail posts They are also used as bracing during the initial assembly stage of the climbing bracket 2 2 37 Handrail Socket D50 0121004 Support type used t...

Page 28: ...Ladder Hatch 0333013 When the height is above 2 5 m Ladder Protection is placed The Ladder Hatch is nailed to the wood of the working platforms It eases the access to the platforms 2 2 41 Ladder Fixer 0333010 and Ladder Hanger 0333011 The Ladder Fixer and the Ladder Hanger are used to fix the ladder to the working platforms Ladder Fixer Ladder Hanger 0333010 0333011 Right Angle Coupler 48 48 21251...

Page 29: ... and fastened with bolts M16 2 2 44 Cone Waler Tie 90 1901250 This part consists of a threaded bar M24 at one end and Dywidag thread along the rest of the bar A plate nut runs on the Dywidag thread secured from disengaging by a stop end plate It is used to hold the anchor components onto ORMA panels The ties are inserted into the tie holes of the panels and into additional holes drilled into the p...

Page 30: ...stem Each case must be studied in terms of formwork type and area possible to be used Note The reactions of the anchor cone must always be compared with the anchorage strength and concrete strength Fixed Anchor DW20 Tie Rod Cone Climbing Ring Bolt See working load tables of the anchorages DW15 and DW20 Pin E20x70 0252070 Cotter Pin R 5 0250000 Wind Sling 0333018 ...

Page 31: ...e platforms on the vertical waler depends on the pouring height 3 Lift the structure and position it in the indicated location 4 Place Base Plates and Push Pull Props to plumb the formwork panel Fasten the Base Plates Do not let go of the panel with the crane until having anchored the formwork properly to the ground Position the anchor cones to support the climbing system during the next pouring s...

Page 32: ... 32 BMK CLIMBING BRACKETS 1 2 3 4 5 6 7 8 ...

Page 33: ...he cone positions by using topography techniques and level the formwork with the Waler Screw TR53X6 7 Place tie rods and proceed with concrete pouring 8 Strip the wall by keeping the panels separated from it at an approximate distance of 30 cm to be able to assemble the climbing rings to the cones from the concrete pouring platform 9 Hook panel by panel to the crane and lower them to the ground to...

Page 34: ... 34 BMK CLIMBING BRACKETS 1 2 3 4 5 6 7 8 ...

Page 35: ... 35 BMK CLIMBING BRACKETS 9 10 11 ...

Page 36: ... 36 BMK CLIMBING BRACKETS 12 13 14 ...

Page 37: ... the concrete pouring platform Remove the formwork and lower it to the ground 7 Set the platform into the pier shaft the way the gravity pawls snap into the box outs Lift the climbing brackets and support them on the cones embedded in the concrete 8 Assemble the outside panels onto the climbing brackets and the inside formwork onto the platform fixing it with chains and levelling it 9 Separate the...

Page 38: ...ones and anchor brackets on the inside and outside formwork Attach the ladder to the cone recovery platform 17 Clean the panels apply release agent and place steel reinforcement 18 Move the formwork into concrete pouring position pass the tie rods through the panels 19 Proceed with concrete pouring No workers are allowed on the working platforms during lifting operations ...

Page 39: ... 39 BMK CLIMBING BRACKETS 5 6 7 1 2 3 4 ...

Page 40: ... 40 BMK CLIMBING BRACKETS 11 12 13 8 9 10 ...

Page 41: ... 41 BMK CLIMBING BRACKETS 14 15 16 ...

Page 42: ... 42 BMK CLIMBING BRACKETS 17 18 19 ...

Page 43: ... pouring vertical waler and cone recovery platform 3 4 1 Main platform Subsequently some main platform assembly variations are shown Timber Beams VM20 One or two timber beams per each support can be placed on the climbing brackets depending on the platform strength required to be obtained 1 Beam VM20 fastened with Waler VM20 Clamp 2T 2 Beams VM20 fastened with Screws 6x50 DIN7505 A 9371434 ...

Page 44: ...lution for climbing brackets BMK is adopted in cases in which the beams VM20 due to the size of the platform are not strong enough to bear the acting loads mainly in long cantilevers 3 4 2 Concrete pouring vertical waler and cone recovery platform To create these platforms the timber beams are directly joined to the walers MK Clamp M20x330 2P 150x150 0260001 Waler MK 120 Timber Beam VM ...

Page 45: ...um load of 31 kN in direction of the pull of the sling or 27 kN in vertical pulling direction moreover the maximum weight of the structure which is possible to lift is 54 kN or 5400 kg respectively The static test coefficient used is 1 5 ID PLATE ULMA C y E S Coop Otadui 3 Apdo 13 20560 OÑATI SPAIN CARGA MAX DE USO MAX WORKING LOAD MAX TRAGFÄHIGKEIT 3100 kg 6800 lbs ANGULO MAX DE ESLINGAS MAX CHAI...

Page 46: ... to the waler with two pins E20x70 The crane sling is connected directly to the chain shackle of the hook The slings attached to the lifting hook should not exceed the maximum angle of maximum 60º between them 2 Pins E20x70 0252070 2 Cotter Pins R 5 0250000 ...

Page 47: ...ork products The following panel types can be used 3 6 1 ENKOFORM V 100 and ENKOFORM VMK panels The connection between the panel and the vertical walers is obtained with the Clamp M20x330 2P 150x150 0260001 3 6 2 ORMA panel When the vertical walers are in direct contact with the panel the Waler Hook is used attached to the holes of the panel ribs Clamp M20x330 0260001 ...

Page 48: ...0 In the case that horizontal walers are placed between the ORMA panel and the climbing structure the connection with the vertical walers is obtained with Plate Clamps DU DU 4 per each connection fastened with bolts between each other and Adjustment Jacks MK 120 Waler Hook 1900448 ...

Page 49: ...ertical and the horizontal waler Waler Fixing Hook 0333004 The Waler Fixing Hook can ONLY be used with the horizontal waler DU 100 NOT with the DU 120 or MK 120 2 Bolts M16x90 0241690 2 Nuts M16 0241600 Adjustment Jack MK 120 1991567 4 Plate Clamps DU DU 0919259 4 Bolts M16x70 DIN933 8 8 0241670 4 Nuts M16 DIN934 8 0241600 8 Washers A16 DIN125 0241600 ...

Page 50: ...quired between the wall and the formwork the Climbing Brackets BMK 240 1991424 The stripping process comprises the following steps 1 Place the Gear Locker MK 1991510 in unblocked position in case it is set to blocked Unblocked position Blocked position CONCRETE POURING POSITION STRIPPING POSITION ...

Page 51: ...d Roll Back Carriage 3 Use a ratchet wrench to turn the head of the axis thus moving the carriage to its subsequent position For out of service cases and whenever moving the climbing bracket with crane always set the Gear Locker MK to the blocked position Telescopic Ratchet Wrench 9700225 Socket width across flats 24 9700226 ...

Page 52: ...e Tilt Back MK 120 1991467 The panels can be separated from the poured concrete wall to a distance of about 5 cm For stripping the screw jack 24 mm width across flats is adjusted which causes the mobile nut to slide along the slot The Pin D32 inserted into the mobile nut and connected to the vertical waler drags the vertical waler with the attached formwork away from the wall CONCRETE POURING POSI...

Page 53: ...h the previous pouring stage For such adjustment the Waler Screw TR53x6 0302020 is used 3 8 1 Roll Back Carriage MK The height adjustment is obtained by turning the waler screw in one or the other direction The adjustment range is approximately about some 100 mm 0302020 1991570 10 8 13 5 WALER SCREW TR53X6 WALER MK 120 SCREW BRACKET ...

Page 54: ...ack MK 120 The height adjustment is obtained by turning the waler screw in one or the other direction The adjustment range is approximately about some 120 mm 1991517 1991570 15 7 13 5 CONNECTOR MK SCREW WALER BASE WALER MK 120 SCREW BRACKET ...

Page 55: ...arriage at both sides of the wall In this configuration the formwork of both wall sides is moved back to the maximum distance to ease steel reinforcement works CLIMBING BRACKET BMK 240 AT BOTH SIDES The distance between wall and formwork is approximately 80 cm but the exact distance depends on the formwork type used see section 2 2 1 CONCRETE POURING POSITION STRIPPING POSITION ...

Page 56: ...n be done from this side It is an easier and cost saving alternative At the side of the tilt back system the formwork can be separated from the wall by approximately 5 cm and tilted by means of the push pull prop CLIMBING BRACKET BMK 240 and BMK 240 FRAME with Tilt Back system In this configuration the same BMK 240 Frames are used but at one side the frame is equipped with roll back carriages and ...

Page 57: ... 57 BMK CLIMBING BRACKETS CONCRETE POURING POSITION STRIPPING POSITION Tilt Back MK 120 BMK 240 Frame Climbing Bracket BMK 240 ...

Page 58: ...se additionally to the installation of the tilt back system at one side also the size of the working platform of this side is reduced by using the Climbing Bracket BMK 170 This configuration is even simpler and cheaper than the previous ones Climbing Bracket BMK 170 Climbing Bracket BMK 240 ...

Page 59: ...cause the inside formwork supports directly on the slab already built Therefore a working area between wall and outside formwork is not necessary Instead the inside formwork is removed and the steel reinforcement works are carried out from the inside For these cases the adequate configuration is with the Climbing Bracket BMK 170 CLIMBING BRACKET BMK 170 ...

Page 60: ...1991465 is used In these cases should be used beam formworks ENKOFORM For the cases that the angle between the horizontal and vertical beam is greater than 90º the Push Pull Prop TR63x6 2 04 2 2 0333014 is used instead of Push Pull Prop TR63x6 1 52 2 2 1991514 0333014 1991514 Máximum angle on vertical 15º ...

Page 61: ...3 the Assembly Rack MK 120 1991450 and the Single Side Connector MK 120 1991593 OVERHANGING FORMWORK FACE CONCRETE POURING POSITION STRIPPING POSITION For inclined wall solutions specific calculations must be made for each application Roll Back Carriage MK 1991444 Inclined Tilt Back MK 120 1991463 Assembly Rack MK 120 1991450 Single Sided Connector MK 120 1991593 Overhang formwork Waler screw TR53...

Page 62: ...from inclined to straight Walls with changing inclination direction 2 Pins E20x70 0252070 2 Cotter Pins R 5 0250000 REMOVE SPACER FROM THE MK WALER 6 Bolts M16x90 0241690 6 LockNuts M16 0241608 1 Pin w head D34x135 0253413 1 Cotter Pins R 5 0250000 2 Bolts M16x140 0241614 2 Nuts M16 0241600 2 Washers A16 0241601 ...

Page 63: ...mportance to embed the anchors into the concrete as indicated in the assembly drawings in order to correctly transmit the loads from the structure to the concrete The correct transmission of the anchor reactions to the concrete is responsibility of the customer Only genuine components of ULMA may be used Depending on the reactions in the anchors DW20 or DW15 anchorages are used Change of Fixed Hea...

Page 64: ...ormwork panel without using a bolt the Cone Positioner M24 is used and the Positioner Spanner for its removal Cone Positioner M24 Positioner Spanner 1900210 1900211 Special care has to be taken when tightening the bolts M24x120 as well as the tie rods DW15 and the fixed anchors to ensure the effective transmission of loads from the structure to the concrete Fixed Anchor DW15 0230005 Tie Rod DW15 C...

Page 65: ...Cone Positioner M30 is used and the Positioner Spanner for its removal Cone Positioner M30 Positioner Spanner 0238045 1900211 Special care has to be taken when tightening the bolts M30x130 as well as the tie rods DW20 and the fixed anchors to ensure the effective transmission of loads from the structure to the concrete The positioning of the cones on the panels can be done in different ways Fixed ...

Page 66: ...plate nut of the tie 4 4 2 Drilling ENKOFORM panel board The shuttering face is drilled at the required position and dimension The corresponding cone DW tie rod and fixed anchor are assembled to each other placed on the shuttering face and fastened with the climbing ring and the bolt from the other side of the board 4 4 3 Without drilling the board If drilling holes into the shuttering face shall ...

Page 67: ...fixed anchors to ensure the effective transmission of loads from the structure to the concrete 4 4 4 Installation and securing of climbing brackets Once the last anchorage is fastened to the wall the climbing structure is supported on the anchors After having inserted the head into the climbing ring the safety pin is placed and turned 90º thus clamping the climbing bracket against any accidental u...

Page 68: ... block the roll back carriage with the Gear Locker MK 1991510 see for details on page 16 One limit of the climbing bracket BMK structure is relates to the maximum size of the formwork panel In the below chart the relation between panel height and width of the climbing bracket BMK 240 is shown It is assumed that the length of the working platforms and the formwork panel width is the same This chart...

Page 69: ...e anchor strength depends on the following factors Concrete strength Cone DW20 M30 or DW15 M24 strength Tie rod DW20 or DW15 strength Bolt M30 DIN 931 10 9 or M24 DIN 931 10 9 strength Through anchor or with Fixed Anchor DW20 Embedded anchor depth Edge effects Therefore the limit of the anchorage varies for each anchorage configuration so each anchorage in particular must be studied 2 2 5 3 3 5 4 ...

Page 70: ... continue on the climbing formwork Tie any loose object of the climbing platforms In an out of service situation the formwork panels are moved against the wall and the stripping systems blocked 6 2 MAXIMUM WORKING LOADS According to the load case some maximum load conditions are specified to which the system can be submitted In each load case permanent loads equal for all load cases and variable l...

Page 71: ...ms cover gaps with rubber or similar material to prevent objects from falling to a lower level Avoid working below platforms where work is carried out which might entail the hazard of falling objects Access to and between platforms is ensured exclusively by ladders installed for this purpose After having accessed a platform the ladder hatch must be closed All ladders should project 1 m above the p...

Page 72: ... according to the instructions and assembly drawings provided by ULMA All bolts connections tie rods pins etc must be assembled correctly All working platforms of the climbing system are kept free from ice and snow even when not in use The maximum permissible wind speed for working on the climbing system is 64 km h 0 2 kN m2 The customer is responsible to check the wind speed at each lifting opera...

Page 73: ...ise the minimum concrete strengths indicated for the operation of the climbing system must be respected The customer is responsible to control and check the concrete strength 6 4 3 Maintenance of the climbing system Before assembling any system part check that it is in good working condition rust deformation etc Periodically check the correct arrangement and working of bolts pins wedges and joint ...

Page 74: ...struction 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 and health requirements for the use of work equipment by workers at work Council Directive 95 63 EC of 5 December 1995 and Directive 2001 45 EC of the European Parliament and of the Council of ...

Page 75: ... 75 BMK CLIMBING BRACKETS 8 APPENDICES 8 1 DECLARATION OF CONFORMITY LIFTING HOOK MK ...

Page 76: ...ch NAVEGANTES Porto Alegre RS Minas Gerais Branch FUNCIONÁRIOS Belo Horizonte MG Canada ULMA Construction Systems Canada Inc BOLTON Ontario www ulma c ca Poland ULMA contruccion Polska S A WARSAW www ulma c pl EAST REGION Warsaw Branch WARSAW Olsztyn Branch OLSZTYN Łódź Branch ŁÓDŹ POZNAŃ BRANCH Poznań Office POZNAŃ Bydgoszcz Office BYDGOSZCZ GDAŃSK BRANCH Gdańsk Office GDAŃSK Szczecin Office SZCZ...

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