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ENKOFORM VMK



Construcción




ENKOFORM VMK

5.1.4

BEAM VM20

The technical properties of the BEAM VM20 are (in SLS):

= 5

kNm

Maximum

bending

moment

= 11

Maximum shear force

EI = 450

kN m

]

Rigidity (EI)

5.1.5

PIN PUSH-PULL PROP E

Working load of the PIN E20x70 in the WALER MK-120 with the PUSH-PULL PROP E:

5.1.6

BOARD

Taking into account the wide range of BOARDS in the market, it has been written that includes all the mechanical
properties of different types of Boards. Please use this document for further information. The program CALCUMAX

can be used to calculate BOARDS.

Name

Working Load (S.L.S.)

PIN E20x70

90 kN

Summary of Contents for ENKOFORM VMK

Page 1: ...INDICE INDICE User s Guide ENKOFORM VMK E02FFR Construcci n...

Page 2: ...os que componen el producto son aproximados Nuestros equipos est n dise ados para funcionar con los accesorios y componentes de nuestra empresa Puede resultar peligrosa su utilizaci n junto con sistem...

Page 3: ...4 9 2 Solution of the outer part 44 4 10 PILASTERS 45 4 10 1Solution with the WALER EXTENSION MK 45 4 10 2Solution with the CORNER CONNECTOR MK 45 4 11 COLUMN SOLUTION 46 4 12 BEAM VM20 CONNECTION PL...

Page 4: ...NDICE Construcci n 4 INDICE...

Page 5: ...rk supporting structures climbing systems fa ade protection structures and similar solutions can be made by means of this product The component used in all these solutions is the WALER MK Its design a...

Page 6: ...flexibility This system offers to assemble the PANELS depending on the Shape This system enables to assemble customized PANELS with the needed dimensions always with standard components Size the maxim...

Page 7: ...of a PANEL for a 30 kN m2 concrete pressure The main advantage of this system is that PANELS will be assembled with the required shape This provides the possibility of adjusting them to the concrete...

Page 8: ...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...

Page 9: ...6 5 18 19 5 24 5 29 5 BEAM VM20 1 9 BEAM VM20 2 15 BEAM VM20 2 45 BEAM VM20 2 65 BEAM VM20 2 9 BEAM VM20 3 3 BEAM VM20 3 6 BEAM VM20 3 9 BEAM VM20 4 9 BEAM VM20 5 9 1960305 13 2 UNI N LONGITUDINAL VM2...

Page 10: ...SPRUCE PLYWOOD 2 5x1 25x0 012 SPRUCE PLYWOOD 2 5x1 25x0 018 SPRUCE PLYWOOD 2 5x1 25x0 021 SPRUCE Code Weight kg Name 1940157 1940161 1940155 1940151 1940198 1940166 2211064 2211065 2211066 2211067 22...

Page 11: ...0122525 57 0 75 0 92 0 70 0 77 0 127 0 COMPENSATION PLATE H 3 2x0 4 COMPENSATION PLATE H 4 2x0 4 COMPENSATION PLATE H 5 2x0 4 COMPENSATION PLATE H 3 2x0 5 COMPENSATION PLATE H 4 2x0 5 COMPENSATION PL...

Page 12: ...200x50 2211156 9 6 SAFETY HANDRAIL 1 50 0121000 7 2 HANDRAIL POST D50 1 5 Code Weight kg Name 0121004 2 9 HANDRAIL SOCKET D50 2211165 6 9 VM HANDRAIL SUPPORT 0241200 0 02 NUT M12 DIN 934 5 6 0241201 0...

Page 13: ...007 CONE 26 250 units 9371967 0 03 CONE 32 7238049 0 009 WATER STOP CAP 26 250 units 7230455 7238047 1905814 9371968 0 16 0 23 0 19 0 30 SPACER TUBE 22 25 75 ml SPACER TUBE 22 26 100 ml SPACER TUBE 26...

Page 14: ...d geometry of the wall The PANEL is made up of MK 120 WALERS 1st line beams VM 20 BEAMS 2nd line beams WALER VM20 CLAMPS 2T clamp between the two beams LIFTING BRACKET E V 100 BOARD WOOD PLANKS The as...

Page 15: ...WALER VM20 CLAMP 2T It joins the BEAM VM20 to the WALER MK 120 LIFTING BRACKET E V 100 It makes possible to shift the PANELS Each PANEL will have 2 E V 100 LIFTING BRACKETS BOARD It is the PANEL surf...

Page 16: ...LER EXTENSION MK This component makes it possible to form corner PANELS as well as to solve pilasters ADJUSTABLE CONNECTOR MK It joins 2 MK 120 WALERS to form a third one similar function to the WALER...

Page 17: ...of the BEAM VM20 on the ADJUSTABLE CONNECTOR MK PUSH PULL PROP HEAD It allows the joint of PUSH PULL PROPS to MK 120 WALERS to plumb and stabilise PANELS PUSH PULL PROP It plumbs the PANELS and suppor...

Page 18: ...ANELS that form a certain angle between them Application range 25 to 65 BULKHEAD HEAD MK It allows bulkhead solutions TIE RODS They are used to join two PANELS both in front of each other with the BOA...

Page 19: ...bly 3 1 PROP BASIC ASSEMBLY INSTRUCTIONS The steps for assembling a standard PANEL are 1 2 Protect the working area Prepare a flat surface and place the needed BIRA trestles for each case 3 4 Place VM...

Page 20: ...n VM 20 BEAMS and MK 120 WALERS will be carried out by means of the WALER VM20 CLAMP Place a plank in the bottom of the PANEL Place the E V 100 LIFTING BRACKETS to the VM 20 BEAMS 7 8 Place the VM 20...

Page 21: ...ENKOFORM VMK Construcci n 21 ENKOFORM VMK 9 10 Place the planks of the E V 100 LIFTING BRACKETS Place the ASSEMBLY SQUARE 11 12 Cover the PANELS with BOARD Screw the BOARD to the VM20 BEAMS...

Page 22: ...g although it might be much lower depending on the geometry configuration of the PANEL See chapter 5 1 7 to calculate the working load of the LIFTING BRACKET E V 100 General view of the LIFTING BRACKE...

Page 23: ...les of 17 mm 115 160 160 160 BEAM VM 20 with the plate of the LIFTING BRACKET E V 100 that will be used as pattern to make the holes 2 E V 100 LIFTING BRACKETS will be assembled on the BEAM VM 20 wher...

Page 24: ...be placed in such a way that the plates with rings will be in the outwards on both sides Assembly of PANEL first with just 2 VM 20 BEAMS joined to MK 120 WALER and then will all the BEAMS The E V 100...

Page 25: ...ANEL 6 The slings that go to the E V 100 LIFTING BRACKETS should form a maximum angle of 60 between them I e the sling or chain that goes to each LIFTING BRACKET E V 100 will have at least the same le...

Page 26: ...LACING 4 4 JOINT BETWEEN PANELS WITH NO FILLER 4 5 JOINT BETWEEN PANELS WITH FILLER 4 5 1 COMPENSATION BY MEANS OF BOARD AND VM20 BEAMS 4 5 2 COMPENSATION BY MEANS OF THE COMPENSATION PLATE 4 6 90 COR...

Page 27: ...KOFORM VMK 4 9 PIERS OR LIFT SHAFTS 4 10 PILASTERS 4 11 COLUMN SOLUTION 4 12 BEAM VM20 CONNECTION PLATE 4 13 PANEL STABILIZATION 4 14 WALKWAY BRACKET 4 15 SHIFTING OF PANEL 4 16 WALER VM20 CLAMP 2T 4...

Page 28: ...ange MK 120 WALERS joined by means of the WALER CONNECTOR MK The joint will be carried out with 4 E20x70 PINS Each PIN will have a COTTER PIN 5 4 1 2 PANEL CONNECTOR MK for connecting walers The PANEL...

Page 29: ...ONNECTORS MK or ADJUSTABLE CONNECTORS MK the BOARD must be placed before shifting the PANEL Whenever it is possible MK 120 WALERS will be assembled in zigzag always trying to be different in length i...

Page 30: ...r 4 1 the length of the WALER MK 120 is 125 mm shorter than the width of the PANEL Example a 5 m wide PANEL has a 5 m wide BOARD Nevertheless the WALER MK 120 will be 2 375 m long The 125 mm differenc...

Page 31: ...o face PANELS with SPACER TUBES 22 and CONES 22 between them In case of liquid hold back WATER STOP CAPS 26 will be used instead of CONES 22 The SPACER TUBE 22 26 will be placed between the 2 WATER ST...

Page 32: ...NEL CONNECTOR MK Joint between 2 PANELS by means of the PANEL CONNECTOR MK Main functions of the PANEL CONNECTOR MK Bring the PANELS over and link them together hermetically when positioning them in t...

Page 33: ...L CONNECTOR MK and the already plumbed PANEL In the left PANEL insert the wedge in the 1st hole of the WALER and in the 2nd starting from the centre of the PANEL CONNECTOR The other 2 WEDGES MK are in...

Page 34: ...RS would not be in the same height and there would be problems to join PANELS with each other The gap between the width of the PANEL CONNECTOR MK and the hollow of the WALER MK 120 is 1 1 cm That is t...

Page 35: ...int between two PANELS with a filler PANEL between them When it is required to join 2 PANELS with a filler PANEL between them they will be joined by means of the ADJUSTABLE CONNECTOR MK The FILLER PAN...

Page 36: ...120 in height Therefore when 2 of these PANELS were placed next to each other their MK 120 WALERS would not match in height and it would bring problems to join the two PANELS The gap between the width...

Page 37: ...een two PANELS by means of a COMPENSATION PLATE between them The COMPENSATION PLATE is usually used for the stripping once the wall has been concreted when it is a non fair faced wall The main functio...

Page 38: ...misplacing the WALER MK 120 in height Therefore when 2 of these PANELS were placed next to each other their MK 120 WALERS would not match in height and it would bring problems to join the two PANELS...

Page 39: ...olution to inner 90 corners 4 6 1 Outer solution Outside corner head The outer part of the joint of two PANELS is solved with the OUTSIDE CORNER HEAD MK Solution of the outer part of 90 corners with t...

Page 40: ...ECTOR The CORNER CONNECTOR MK connects 2 PANELS perpendicular to each other 4 6 2 2 Waler extension MK L shaped PANELS can be formed by means of the WALER EXTENSION This component makes it possible to...

Page 41: ...other 2 PANELS will be carried out by means of BULKHEAD HEADS MK TIE RODS 15 and PLATE NUTS 15 A general solution of BULKHEADS The solution depends on the width of the wall The width limit to solve th...

Page 42: ...ICULATED CONNECTOR MK is used for connecting 2 round panels 4 8 1 Inner solution General view of an inner circular formwork The ARTICULATED ADJUSTABLE CONNECTOR MK connects 2 different WALERS MK 120 i...

Page 43: ...NECTOR MK connects 2 different WALERS MK 120 inside 1 PANEL Where necessary TIMBER STUDS are placed between the BEAM VM20 and WALER MK 120 This way the radius is obtained easily The ARTICULATED CONNEC...

Page 44: ...lls PANELS are connected to each other by means of ADJUS COMPENSATION CONNECTORS MK ADJUS COMPENSATION HEADS MK and PUSH PULL PROPS 4 9 2 Solution of the outer part Whenever it is possible the outer p...

Page 45: ...OR MK 4 10 1 Solution with the WALER EXTENSION MK In this case the connection will be carried out by means of 8 BOLTS M16 what makes it possible that in one of the sides can be placed PROFILES MK inst...

Page 46: ...he OUTSIDE CORNER HEAD MK WEDGES MK TIE RODS 15 and PLATE NUTS 15 Top view of a column by means of the formwork ENKOFORM VMK On the other hand column PANELS are formed by MK 120 WALERS VM 20 BEAMS RVM...

Page 47: ...ble to connect two VM20 BEAMS lengthways BEAM VM20 CONNECTION PLATE The joint is carried out by means of 4 BOLTS M16 using the holes of the BEAMS VM20 Assembly of the BEAM VM20 CONNECTION PLATE Two VM...

Page 48: ...EAD PUSH PULL PROP The PUSH PULL PROPS HEAD is joined to MK 120 WALERS with one E20x190 PIN each pin will carry at the same time a COTTER PIN R 5 or with no PIN at all Panel with PUSH PULL PROPS in MK...

Page 49: ...0 can be placed in BEAM VM20 vertical position WALER MK 120 horizontal position 4 14 1 Walkway bracket in beam VM 20 The WALKWAY BRACKET E V 100 will be placed in one of the holes used to place the BE...

Page 50: ...re part of the PANEL The LIFTING BRACKET E V 100 is fixed to the VM 20 BEAM with 4 M16 screws The maximum working load for each LIFTING BRACKET E V 100 is 1300 kg 13 kN This limit could be lower depen...

Page 51: ...AMP 2T It can be assembled in any point of the WALER and BEAM VM20 with no need of being brought in from an end of the VM20 BEAMS Two nuts have to be tightened to tie the joint up The nuts are captive...

Page 52: ...K 120 6 The SCREWER will be used to tie up the nuts electrically 7 The WALER VM20 CLAMP 2T is properly tied up General view of the assembly of the WALER VM20 CLAMP 2T The SCREWER KEY URVM20 20 can be...

Page 53: ...captive The assembly can be carried out on the floor The nuts are tied up from above The LIFTING BRACKET E V 100 CANNOT be placed in the BEAM VM20 that has already been fixed to the WALER by means of...

Page 54: ...4 m2 area of the net section Avzz 12 32 10 4 m2 shear area Iyy 678 10 8 m4 moment of inertia Welyy 113 10 6 m3 section modulus fy 275 MPa Yield strength Technical features of MK 120 WALERS are for wor...

Page 55: ...on Av 33 99 10 4 m2 shear area I 220 10 8 m4 moment of inertia Wpl 58 10 6 m3 section modulus fy 670 MPa Yield strength 5 1 3 PANEL CONNECTOR MK The properties of the PANEL CONNECTOR MK are A 11 16 10...

Page 56: ...E20x70 PUSH PULL PROP E Working load of the PIN E20x70 in the WALER MK 120 with the PUSH PULL PROP E 5 1 6 BOARD Taking into account the wide range of BOARDS in the market it has been written that in...

Page 57: ...ER VM20 CLAMPS per BEAM VM20 with the LIFTING BRACKET E V 100 the working load will be delimited by the number of MK 120 WALERS it has The number of WALER VM20 CLAMPS From 5 rows of MK 120 WALERS on t...

Page 58: ...TIE RODS 15 in standard PANELS is shown in the next table MK 120 waler type Gap between TIE RODS 15 mm Maximum deflection in span mm Maximum deflection in cantilever mm Max working load in the WALER...

Page 59: ...5 mm Maximum deflection in span mm Maximum deflection in cantilever mm Max working load in the WALER kN m Working load in the TIE ROD 15 kN 3 625 0 23 0 91 88 1 90 4 125 0 23 0 74 84 9 90 4 625 0 30 0...

Page 60: ...spacing mm 465 375 310 280 270 Maximum deflection in span mm 0 9 1 1 1 0 9 0 8 Maximum deflection in cantilever mm 0 5 0 8 0 9 0 8 0 6 Load in WALER B kN m 37 20 40 99 42 22 42 41 37 Load in WALER A...

Page 61: ...5 285 255 230 Maximum deflection in span mm 0 3 0 3 0 3 0 4 0 4 0 4 Maximum deflection in cantilever mm 1 8 1 1 0 9 0 8 0 8 0 7 Load in WALER C kN m 33 35 1 35 22 34 70 34 27 34 17 Load in WALER B kN...

Page 62: ...4 67 Load in WALER B kN m 38 13 51 09 64 63 78 18 90 55 100 1 Load in WALER A kN m 31 44 41 88 52 24 62 58 73 11 83 90 h 6 m a m b m c m d m z m 0 45 1 50 1 50 1 50 1 05 Concrete pressure kN m2 30 40...

Page 63: ...ENKOFORM VMK Construcci n 63 ENKOFORM VMK 5 2 3 BETOFILM BOARDS 4 2 3 1 Plywood Betofilm 18mm 4 2 3 2 Plywood Betofilm 21mm...

Page 64: ...MK 120 52 2 2 2 2 2 2 Waler MK 120 1 125 2 2 2 2 2 2 Corner connector MK 2 2 2 2 2 2 Wedge 8 8 8 8 8 8 Bolts M16x90 Nut M16 Washer 12 12 12 12 12 12 Waler VM20 Clamp 2T 8 8 12 16 16 20 Outside corner...

Page 65: ...1 10 1 10 1 10 1 10 B 1 00 1 00 1 00 1 00 1 00 1 00 A 0 40 0 40 0 40 0 40 0 40 0 40 4 6 D 1 25 1 25 1 25 1 25 1 25 1 25 C 1 00 1 00 1 00 1 00 1 00 1 00 B 0 90 0 90 0 90 0 90 0 90 0 90 A 0 40 0 40 0 4...

Page 66: ...1 10 1 10 B 1 00 1 00 1 00 1 00 1 00 1 00 A 0 40 0 40 0 40 0 40 0 40 0 40 4 6 D 1 25 1 25 1 25 1 25 1 25 1 25 C 1 00 1 00 1 00 1 00 1 00 1 00 B 0 90 0 90 0 90 0 90 0 90 0 90 A 0 40 0 40 0 40 0 40 0 4...

Page 67: ...2 0 Corner connector MK 2 2 2 2 2 2 Wedge 12 12 12 12 12 12 Waler VM20 Clamp 8 8 12 16 20 22 Waler VM20 angular clamp 2 Outside corner head MK 4 4 4 4 4 4 Plate nut 15 4 4 4 4 4 4 Tie rod 1m 2 2 2 2 2...

Page 68: ...C 1 10 1 10 1 10 0 90 0 90 0 85 B 1 05 1 00 0 95 0 85 0 85 0 80 A 0 40 0 40 0 40 0 35 0 35 0 35 4 6 D 1 25 1 25 1 25 1 25 1 25 1 30 C 1 00 1 00 1 00 1 05 1 05 1 00 B 0 90 0 90 0 90 0 90 0 90 0 90 A 0...

Page 69: ...95 C 1 10 1 10 1 10 0 90 0 85 0 85 B 1 00 1 00 0 95 0 85 0 80 0 80 A 0 40 0 40 0 40 0 35 0 30 0 30 4 6 D 1 25 1 25 1 25 1 35 1 25 1 30 C 1 00 1 00 1 00 1 05 1 05 1 05 B 0 90 0 90 0 90 0 85 0 90 0 90 A...

Page 70: ...0 95 C 1 15 1 10 1 10 0 90 0 85 0 85 B 1 00 1 00 0 95 0 80 0 80 0 80 A 0 40 0 40 0 40 0 35 0 30 0 30 4 6 D 1 30 1 25 1 25 1 30 1 30 1 30 C 1 00 1 00 1 05 1 05 1 05 1 05 B 0 90 0 90 0 90 0 90 0 90 0 9...

Page 71: ...PROP 5 6 L m Working load kN L m Working load kN L m Working load kN L m Working load kN 1 1 35 8 2 4 47 0 3 6 32 3 5 16 3 1 3 29 4 2 8 31 4 4 26 5 5 25 14 2 1 5 19 6 3 2 19 1 4 4 21 6 5 5 12 7 1 7 1...

Page 72: ...59 9 1 45 74 2 1 95 58 3 1 50 72 6 2 00 56 8 1 55 71 0 2 05 55 3 2 10 53 9 2 15 52 4 2 20 51 0 PUSH PULL PROP E 2 15 2 75 PUSH PULL PROP E 2 70 3 30 PUSH PULL PROP E 3 25 4 L m Working load kN L m Wor...

Page 73: ...Under heavy wind conditions remove materials and other objects from the platforms and check the stability of all ties meshes platform anchorages etc before and afterwards Before starting the stripping...

Page 74: ...the concrete and swell thus increasing in thickness In general it is not recommended to use nails or screws on the plywood For storage the panels should be stacked one on top of the other placing wood...

Page 75: ...temperatures The time span between casting and stripping shall be the same for all parts of the concrete structure This is justified when a high finishing quality is aimed for because the tone of the...

Page 76: ...acing E V 100 LIFTING BRACKETS and raising PANELS A helmet will always be used to protect the head 6 2 TRANSPORT HANDLING AND STORAGE 6 2 1 General guidelines Get informed about hazards on the buildin...

Page 77: ...o sudden acceleration or deceleration of the moving load When conducting difficult or dangerous lifting operations or in the case that the crane operator has no obstruction free visual control of the...

Page 78: ...ts and deformation 6 3 2 Inspection instructions of lifting appliances with CE marking of ULMA Construcci n Before each use the condition of the lifting appliance must be checked confirming the good w...

Page 79: ...ve 92 58 EEC of 24 June 1992 on the minimum requirements for the provision of safety and or health signs at work Council Directive 89 655 EEC Council Directive 95 63 EEC Directive 2001 45 EC of the Eu...

Page 80: ...hat 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 va...

Page 81: ...w alpionline net Kazakhstan ULMA Kazakhstan ASTANA www ulma c kz Poland ULMA Construccion Polska S A WARSAW www ulma c pl WSCH D REGION WARSZAWA Branch WARSZAWA Office OLSZTYN Office LUBLIN Branch LUB...

Page 82: ...a LEVANTE Branch N QUERA Valencia MOLINA DE SEGURA Murcia USA ULMA Form Works Inc Hawthorne NEW JERSEY www ulma c us West Branch Phoenix Gilbert ARIZONA Mid Atlantic Branch Baltimore Jessup MARYLAND M...

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