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Construcción

Construcción

Construcción

Construcción

53

MK

MK

MK

MK STRUCTURE

STRUCTURE

STRUCTURE

STRUCTURE

5.2.1.3.

Node distance 2m

L

Truss

2

m

h

Truss

1,73

m

Longitud Total

Truss (m)

qmax kN/m

(ELS)

NTensor max

kN (ELS)

Tensor a utilizar

MCercha max

kNm (ELS)

Mmax Riostra

kNm (ELS)

Axil Max kN

(ELS)

R Apoyos kN

(ELS)

8

59,78

74,72

Tensor E 1-1,5

478,24

7,47

276,11

239,12

10

43,78

54,73

Tensor E 1-1,5

547,26

5,47

315,96

218,90

12

32,99

41,24

Tensor E 1-1,5

593,81

4,12

342,84

197,94

14

25,45

31,81

Tensor E 1-1,5

623,54

3,18

360,00

178,15

16

19,49

24,36

Tensor E 1-1,5

623,54

2,44

360,00

155,88

18

15,40

19,25

Tensor E 1-1,5

623,54

1,92

360,00

138,56

20

12,47

15,59

Tensor E 1-1,5

623,54

1,56

360,00

124,71

7.5

7.5

7.5

7.5

7.5

7.5

7.5

7.5

L

Truss

2

m

h

Truss

1,73

m

Longitud Total

Truss (m)

qmax * kN/m

(ELS)

Pmax kN

(ELS

NTensor max

kN (ELS)

Tensor a utilizar

MCercha max

kNm (ELS)

Mmax Riostra

kNm (ELS)

Axil Max kN

(ELS)

R Apoyos kN

(ELS)

8

50,81

50,81

63,51

Tensor E 1-1,5

406,47

9,55

234,68

203,24

10

38,77

38,77

48,46

Tensor E 1-1,5

484,59

7,29

279,78

193,84

12

30,06

30,06

37,58

Tensor E 1-1,5

541,09

5,65

312,40

180,36

14

23,75

23,75

29,69

Tensor E 1-1,5

582,00

4,47

336,02

166,28

16

19,13

19,13

23,91

Tensor E 1-1,5

612,03

3,60

353,36

153,01

18

15,40

15,40

19,25

Tensor E 1-1,5

623,54

2,89

360,00

138,56

20

12,47

12,47

15,59

Tensor E 1-1,5

623,54

2,34

360,00

124,71

Longitud Total

Truss (m)

qmax * kN/m

(ELS)

Pmax kN

(ELS

NTensor max

kN (ELS)

Tensor a utilizar

MCercha max

kNm (ELS)

Mmax Riostra

kNm (ELS)

Axil Max kN

(ELS)

R Apoyos kN

(ELS)

8

77,94

77,94

69,28

Tensor E 1-1,5

623,54

0,00

360,00

350,74

10

49,88

49,88

45,35

Tensor E 1-1,5

623,54

0,00

360,00

274,36

12

34,64

34,64

31,98

Tensor E 1-1,5

623,54

0,00

360,00

225,17

14

25,45

25,45

23,75

Tensor E 1-1,5

623,54

0,00

360,00

190,88

16

19,49

19,49

18,34

Tensor E 1-1,5

623,54

0,00

360,00

165,63

18

15,40

15,40

14,59

Tensor E 1-1,5

623,54

0,00

360,00

146,26

20

12,47

12,47

11,88

Tensor E 1-1,5

623,54

0,00

360,00

130,94

*

Valores orientativos (referencia para comparar)

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

10.0

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Содержание MK Structure

Страница 1: ...Construcción User s Guide MK STRUCTURE MK STRUCTURE MK STRUCTURE MK STRUCTURE E03FFN ...

Страница 2: ...t only dangerous without having made all corresponding verifications it also voids any or all our warranties The company reserves the right to introduce any modifications deemed necessary for the technical development of the product Original document Original document Original document Original document produced and produced and produced and produced and approved by ULMA Construcción approved by U...

Страница 3: ...AL ASSEMBLY 25 4 SOLUTIONS 4 SOLUTIONS 4 SOLUTIONS 4 SOLUTIONS 29 29 29 29 4 1 STRUCTURE TYPES 32 4 2 STRUCTURE LAYOUTS 34 4 3 BRACING BETWEEN STRUCTURES 38 4 4 STRUCTURE CONNECTION WITH SHORING SYSTEM 39 4 5 STRUCTURE LEVELLING 40 4 6 FORWARD MOVING OF STRUCTURES ROLLING SYSTEM 41 4 7 SAFETY AND ACCESS PLATFORMS 42 5 SYSTEM PROPERTIES 5 SYSTEM PROPERTIES 5 SYSTEM PROPERTIES 5 SYSTEM PROPERTIES 43...

Страница 4: ...olutions is the Waler MK Its elaborated design and the combination with various accessories both unique of the MK system as well as shared with other ULMA products enable to adapt it to all those above mentioned applications With the MK Structure system two or more load bearing structures are formed in one direction the so called main axis These structures are braced to each other giving the requi...

Страница 5: ... The typical truss form of the structure is achieved with equilateral triangles consisting of Walers MK and Nodes MK assembled in the same plane These structures are braced to each other with joints and tubes Depending on the required load bearing capacity of the truss the main axis can be reinforced with push pull props and tubes The Waler MK range allows assembling trusses of different load bear...

Страница 6: ...ion combining the MK Truss Structure and MK Shoring system Solution combining the MK Truss Structure and MK Shoring system Solution combining the MK Truss and MK Form Carrier Structure Solution combining the MK Truss and MK Form Carrier Structure Solution combining the MK Truss and MK Form Carrier Structure Solution combining the MK Truss and MK Form Carrier Structure MK 2625 MK 2625 MK 2625 MK 26...

Страница 7: ...cks are able to withstand a maximum load of approximately 360 kN Due to the load borne by the structure the forward moving of the form carrier is achieved by means of pull or push auxiliary devices A deck flange form carrier with these properties usually consists of the following parts o Main structure structure bearing the concrete load o Forward moving structure secondary structure which effects...

Страница 8: ...here there is a solid base pre fabricated or pre cast to support the guide rail and the levelling jacks on Deck flange form carrier for a bridge with a pre Deck flange form carrier for a bridge with a pre Deck flange form carrier for a bridge with a pre Deck flange form carrier for a bridge with a pre cast core cast core cast core cast core In the second case it is the other way around The bogie f...

Страница 9: ...ion of protection parapets for bridges or solutions that do not require high load bearing capacity mainly projects with formwork tables Form carrier for bridge parapets Form carrier for bridge parapets Form carrier for bridge parapets Form carrier for bridge parapets A parapet form carrier usually consists of the following parts o Main structure structure bearing the concrete load o Bracing compon...

Страница 10: ...load of approximately 60 kN As the parapet form carrier the vertical formwork carrier can be moved manually and requires a solid base where the guide rail rests on It is mainly used in the construction of single sided or double sided concrete walls In the case of single sided walls there are considerable horizontal loads which must be taken into account when using the vertical formwork carrier Ver...

Страница 11: ...nted with swivel parts to facilitate the stripping and forward moving of the structure An all round solution for cut and cover tunnels combines the MK Structure system for the top part of the vault with the MK Shoring system A cut and cover tunnel form carrier usually consists of the following parts o Main structure structure bearing the concrete load both the vertical as well as the horizontal lo...

Страница 12: ...e support area cover tunnel form carrier with free support area cover tunnel form carrier with free support area cover tunnel form carrier with free support area Cut Cut Cut Cut and and and and cover tunnel form carrier with restricted su cover tunnel form carrier with restricted su cover tunnel form carrier with restricted su cover tunnel form carrier with restricted support area pport area pport...

Страница 13: ...OFILE MK 120 0 875 PROFILE MK 120 7 875 1990209 1990211 1990213 1990215 1990217 1990219 1990221 1990225 1990229 1990233 1990237 1990239 1990245 29 4 35 4 41 9 48 3 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 1...

Страница 14: ...2 D20 MK Item no Item no Item no Item no Weight Weight Weight Weight kg kg kg kg Item name Item name Item name Item name 1990404 19 5 V BRACING TRUSS MK 1990403 1 3 JOINT PUSH PULL PROP E NODE MK 0242010 0242015 0 30 0 50 BOLT M20x100 DIN 931 8 8 BOLT M20x150 DIN 931 8 8 0242000 0 06 NUT M20 DIN 934 8 1980120 1 1 PIN D40x85 9023102 0 04 SAFETY PIN D 7x50 PUSH PUSH PUSH PUSH PULL PROPS E PULL PROPS...

Страница 15: ... 4 6 1 7 2 8 3 10 5 10 1 12 2 17 9 20 9 17 2 19 7 22 5 DIAGONAL MK 0 75x1 5 1396 DIAGONAL MK 0 75x3 2845 DIAGONAL MK 1x1 1110 DIAGONAL MK 1x1 25 1300 DIAGONAL MK 1x1 5 1508 DIAGONAL MK 1x2 1954 DIAGONAL MK 1 5x1 5 1818 DIAGONAL MK 1 5x2 2201 DIAGONAL MK 1 5x2 5 2624 DIAGONAL MK 1 5x3 3071 DIAGONAL MK 2x2 2524 DIAGONAL MK 2x2 5 1x3 2900 DIAGONAL MK 2x3 3310 Item no Item no Item no Item no Weight We...

Страница 16: ... 9 HEAD JOINT MK Item no Item no Item no Item no Weight Weight Weight Weight kg kg kg kg Item name Item name Item name Item name 1990374 25 5 HEAD JOINT 74 MK 1990400 17 0 PLATE NODE HEAD MK 1990405 15 7 HEAD JOINT MK 1990570 0 85 HANDRAIL HEAD MK PROFILES MK PROFILES MK PROFILES MK PROFILES MK 180 180 180 180 1990017 1990021 1990025 1990029 1990037 1990045 1990061 1990085 44 10 54 50 64 90 75 40 ...

Страница 17: ...ng between holes of the same row and towards the other outer row is 62 5 mm In the centre row holes and slots alternate the holes have a diameter of 20 mm the slots have a length of 45 5 mm The spacing between the holes in the centre row is 125 mm The centre rows always start and end with 20 mm holes 2 2 2 NODE 180 MK AND NODE 180 D40 MK The Node 180 MK enables to connect up to 4 walers placed at ...

Страница 18: ...7 holes The D20 holes are mainly used for the connection of secondary components i e bracing items There are two node types a female F and a male M Both enable to connect another item male or female to the node centre in in a hinged way with pins D40 2 2 5 AXIAL NODE M D40 MK AND AXIAL NODE 90º M D40 MK Both nodes enable to connect any waler to an already assembled structure in a hinged way The co...

Страница 19: ...h 6 bolts M16 inserted into the D17 holes The support plate provides D25 25 mm diameter and D22 holes to connect other items and accessories 2 2 9 ORTHOGONAL JOINT MK The Orthogonal Joint MK connects up to 3 walers perpendicular to each other The connection with the waler is fastened with 4 bolts M16 inserted into the D17 holes It can also connect 2 walers lengthwise In this case each waler is fas...

Страница 20: ...the structure with pins E20x70 Push pull props E are used to reinforce the structure in its main plane against forces acting on it Lengths available are those shared with other systems and their properties depend on the prop used in each case Push Push Push Push Pull Prop E range up to 2 2 Pull Prop E range up to 2 2 Pull Prop E range up to 2 2 Pull Prop E range up to 2 2 Push Push Push Push Pull ...

Страница 21: ...ure L refers to the tube length The number in the item name refers to the vertical and horizontal projections AxB in m of the length of the diagonal 2 2 16 U SECONDARY AXIS MK This item connects horizontal braces and diagonals to the structure It can be placed either on walers or on nodes It is fastened to the waler or node with bolts M20 and to the horizontal braces and diagonals with pins E20x70...

Страница 22: ...spectively where these are required to be hinged Each pin E20x70 is secured with a Cotter pin R 5 2 2 20 JACK 360 MK The jacks are the elements which allow of the vertical adjustment that is the levelling of the form carrier They are placed at the base of the carrier bogies The Jack 360 MK is used to adjust heavy duty form carriers It has an adjustment range of 220 mm and a working load capacity u...

Страница 23: ...bolts M24 at the indicated positions The load bearing capacity of the Wheel 100 MK lies between 90 100 kN to move form carriers that bear up to 360 400 kN 36 40 tons If the distance between wheel and bogie needs to be increased a spacer can be placed between them 2 2 25 WHEEL 15 MK The Wheel 15 MK is used for the travel of the medium weight form carriers It is fastened directly to the waler that f...

Страница 24: ...NODE END PLATE JOINT MK and WALER END PLATE JOINT MK The Node End Plate Joint MK enables an end joint of structures whenever a hinged support on the same is required It is connected directly onto the MK Shoring Towers or to the bogie Likewise the Waler End Plate Joint MK enables an end joint of structures on the walers of the structure It is connected directly onto the MK Shoring Towers or to the ...

Страница 25: ...1 DISMANTLING OF THE MK TRUSS SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN VERTICAL POSITION ITM_MK05 01 ERECTION OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN HORIZONTAL POSITION ITM_MK06 01 DISMANTLING OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN HORIZONTAL POSITION ITM_MK07 01 ERECTION OF THE MK FORM CARRIER SYSTEM WITH AND WITHOUT BOTTOM PLATFORMS IN V...

Страница 26: ...to the U secondary axis joints with pins E20x70 3 1 3 Bracing assembly Diagonals and horizontal braces assembly between structures Assemble another structure equal to the first by following the steps described in 3 1 1 Lift the whole or part of the structure and place it parallel to the first with the horizontal braces already in place Fasten the braces to the lifted structure with pins E20x70 Ass...

Страница 27: ...latforms placed on tubes D48 With BRIO platforms placed on tubes D48 With BRIO platforms placed on tubes D48 With BRIO platforms placed on tubes D48 fix the tube onto the Handrail Head MK and fasten with couplers 48 Insert the head into the gap between the waler UPN profiles at the height indicated in the assembly drawings and fasten with bolts M16 With Beams VM20 and board With Beams VM20 and boa...

Страница 28: ...tween the structures is made after having placed them in their final position In the case of combinations between MK Shoring Towers and MK Structure Cut and cover tunnel form carrier the lifting is carried out in several steps To place the structure on towers use walkway platforms Lift the structure and connect it to the towers with bolts M24 Use a pointed pin to help inserting the bolts into the ...

Страница 29: ...with the same waler size the load bearing capacity increasing proportionally to the waler length However there is another limitation to the structure at buckling in the direction of the weak or secondary axis The waler providing the best structure weight working load ratio is the Waler MK 120 2 625 enabling a distance between nodes of 3 m Usually the structure is assembled at once although it migh...

Страница 30: ... 1 2 Hanging structure 4 1 3 Structure of form carriers 4 1 4 Forward moving structure 4 2 STRUCTURE LAYOUTS 4 2 1 High load bearing capacity structure 4 2 2 Reinforced main axis structure 4 2 3 Medium load bearing capacity structure 4 2 4 Secondary axis structure 4 3 BRACING BETWEEN STRUCTURES 4 3 1 Bracing on waler axis 4 3 2 Bracing off waler axis ...

Страница 31: ...CONNECTION WITH SHORING SYSTEM 4 4 1 Support on shoring towers or props 4 4 2 Support on bogie 4 5 STRUCTURE LEVELLING 4 5 1 High load bearing structure 4 5 2 Medium load bearing structure 4 6 FORWARD MOVING OF STRUCTURES 4 6 1 High load bearing structure 4 6 2 Medium load bearing structure 4 7 SAFETY AND ACCESS PLATFORMS ...

Страница 32: ...d metric distances between nodes are preferred hence the most commonly used waler lengths for this structure type are Theoretical length Theoretical length Theoretical length Theoretical length Nodes distance Nodes distance Nodes distance Nodes distance 1 625 m 2 m 2 125 m 2 5 m 2 625 m 3 m Truss structures are frequently combined with the MK Shoring system The levelling and adjustment elements ap...

Страница 33: ...l form carrier cover tunnel form carrier 4 1 3 Structure of form carriers Such structures must only bear their self weight plus the formwork they hold They are medium load bearing capacity structures and light in general MK MK MK MK parapet form carrier structure parapet form carrier structure parapet form carrier structure parapet form carrier structure The horizontal braces and diagonals are tub...

Страница 34: ...ward Forward moving structure in a MK deck flange form carrier moving structure in a MK deck flange form carrier moving structure in a MK deck flange form carrier moving structure in a MK deck flange form carrier Forward Forward Forward Forward moving structure in a moving structure in a moving structure in a moving structure in a MK cut MK cut MK cut MK cut and and and and cover tunnel form cover...

Страница 35: ... and 4 bolts on each side of the joint would be sufficient 60º joint with support Used at the ends which require a termination of the structure at 60º and at the same time a support located on the top part of the truss 90º joint Used at the ends which require a termination of the structure at 90º Moreover useful when a pre assembled structure or tower shall be quickly joined to an already existing...

Страница 36: ...Truss MK is used This part only serves to reinforce the most common triangular structure layout of 3 m between nodes If the distance between nodes is bigger or smaller push pull props E and heads are used The joints are fastened with pins E20x70 4 2 3 Medium load bearing capacity structure As mentioned beforehand there are various structures of this kind in all sorts of applications and inside the...

Страница 37: ...s depending on the specific application The walers can be independent formwork or part of other structures to be installed in this direction These joints can only work at compression never at tension Therefore the joints must be assembled to support the secondary walers on the main ones and never the other way around Waler on waler joint The Waler Waler 90º Joint MK is used to join walers of the s...

Страница 38: ...ernally brace the structures However this bracing does not offer the same qualities of the previous one and may only be used when actions in the secondary plane are certainly not important 4 3 1 Bracing on waler axis For this type of bracing diagonals and horizontal braces are used joined to the walers with U secondary axis joints fastened and with pins D20 Hence these connections are all hinged w...

Страница 39: ...ntly used for connections with the MK Prop system 2 For the second case head joints are used as end elements as well for the structure as for the shoring or towers These joints allow of the pre assembly of towers Only subsequently the structure is supported on and fastened to them This joint type suits best the requirements of heavy and large structures MK truss structure supported on MK tower MK ...

Страница 40: ...hese structures is done with the Jacks MK 360 below the jack walers that form the bogie If the acting loads allow it Jacks MK 150 might also be used The number of jacks necessary to level the structure depends on the application As general rule one levelling line per each main structure support is required to avoid loading the bogie when the structure is not in the process of forward moving For or...

Страница 41: ...k walers which form the bogie During the process of forward moving the wheels run on a guide rail The guide rail rests directly on the ground and is anchored to it The guide rail is quite heavy HEB 200 type due to the loads it must bear The pulling of the structure to the next pouring stage is done with the aid of load arrester devices e g Tractels Each form carrier or structure usually has 4 whee...

Страница 42: ...bes Platforms can be installed at any point of the structure to provide working areas at different levels and thus assisting the assembly Moreover access platforms provide access to higher areas if required The first option allows of installing cantilever platforms that is platforms outside the structure Both options similarly serve to assemble platforms inside the structure The safety handrail sy...

Страница 43: ... MAIN ITEM PROPERTIES MAIN ITEM PROPERTIES MAIN ITEM PROPERTIES 5 1 1 WALER MK 120 The technical material properties of the WALER MK 120 are m 27 5 kg m weight m A 27 5 10 4 m2 net section area without holes fy 275 MPa yield strength Main axis strong axis Avzz 12 32 10 4 m2 shear area Iyy 680 10 8 m4 moment of inertia Welyy 113 10 6 m3 Young s modulus Secondary axis weak axis Avyy 17 2 10 4 m2 she...

Страница 44: ...AND PUSH PULL PROP E JOINTS The working load of the pin E20x70 in the WALER MK 120 5 1 3 PIN E20X70 AND TUBE 50X6 JOINT V BRACING TRUSS MK TUBE The working load of the pin E20x70 in the WALER MK 120 Designation Designation Designation Designation Working load SLS Working load SLS Working load SLS Working load SLS PIN E20x70 PIN E20x70 PIN E20x70 PIN E20x70 77 kN 77 kN 77 kN 77 kN 5 1 4 PIN E20X70 ...

Страница 45: ...int fixed with 4 bolts between Walers MK 120 and different nodes is Designation Designation Designation Designation Axile Axile Axile Axile Max Max Max Max SLS SLS SLS SLS M M M M Max Max Max Max SLS SLS SLS SLS 4 4 4 4 bolt joint at tension bolt joint at tension bolt joint at tension bolt joint at tension 240 kN 240 kN 240 kN 240 kN 0 kNm 0 kNm 0 kNm 0 kNm 4 4 4 4 bolt joint at bending moment bol...

Страница 46: ...Two limit values are given below for the horizontal braces The first value does not consider any working platform installed on the braces hence they are only submitted to compression loads The second value considers apart from compression the generation of bending moments along the brace due to working platforms For the first case and for any length of horizontal braces BRACE LENGTH BRACE LENGTH B...

Страница 47: ...5 m 2 5 m 1 1 kN m 1 1 kN m 1 1 kN m 1 1 kN m 10 kN 10 kN 10 kN 10 kN 3 m 3 m 3 m 3 m 1 9 kN m 1 9 kN m 1 9 kN m 1 9 kN m 10 kN 10 kN 10 kN 10 kN Due to the permissible load distribution it is advisable not to install platforms on the horizontal braces of 2 5 m and 3 m In any case these braces require a previous verification 5 1 9 BEAM VM20 Technical properties of the Beam VM20 M M M Mad ad ad ad ...

Страница 48: ...es of the Jack Waler MK m 72 4 kg m weight m A 92 24 10 4 m2 net section area without holes Avzz 42 16 10 4 m2 shear area Avyy 62 90 10 4 m2 shear area Iyy 8590 10 8 m4 moment of inertia Izz 5274 10 8 m4 moment of inertia Welyy 687 10 6 m3 Young s modulus Welzz 376 10 6 m3 Young s modulus fy 355 MPa yield strength The maximum permissible bending moment and shear force of the connection is 8 bolts ...

Страница 49: ...on coefficients for a nut lubricated or non lubricated on its base 5 1 13 JACK MK 150 The working loads for the JACK MK 150 V V V V max SLS max SLS max SLS max SLS H max SLS H max SLS H max SLS H max SLS 150 kN 150 kN 150 kN 150 kN 8 kN 8 kN 8 kN 8 kN Combinacion AXIL H ADMISIBLE PARA EVITAR DESLIZAMIENTO TUERCA o ROTURA HUSILLO 0 0 20 0 40 0 60 0 80 0 100 0 120 0 0 50 100 150 200 250 300 350 400 ...

Страница 50: ... help of calculation software for structures 5 2 1 Bi supported truss structure This refers to a truss with supports at both ends as shown in the following figure The spans possible to achieve with this truss vary depending on the applied modulation Three load application cases are analysed subsequently As distributed load along the truss As point load applied on the centre of the upper boom As po...

Страница 51: ... 49 38 Tubo 50x50x6 474 08 11 14 182 48 158 03 15 20 76 31 14 38 92 Tubo 50x50x6 583 87 8 78 224 73 155 70 18 16 49 24 74 30 92 Tubo 50x50x6 667 89 6 98 257 07 148 42 21 13 27 19 90 24 88 Tubo 50x50x6 731 35 5 61 281 50 139 30 24 10 83 16 24 20 30 Tubo 50x50x6 779 41 4 58 299 99 129 90 27 8 96 13 44 16 79 Tubo 50x50x6 816 18 3 79 314 15 120 92 30 7 51 11 26 14 08 Tubo 50x50x6 844 69 3 18 325 12 11...

Страница 52: ...E 1 5 2 2 445 43 10 47 205 74 178 17 12 5 27 70 34 62 43 28 Tensor E 1 5 2 2 541 01 8 14 249 88 173 12 15 21 77 27 22 34 02 Tensor E 1 5 2 2 612 40 6 40 282 85 163 31 17 5 17 38 21 72 27 16 Tensor E 1 5 2 2 665 33 5 11 307 30 152 07 20 14 10 17 62 22 03 Tensor E 1 5 2 2 704 87 4 14 325 57 140 97 22 5 11 61 14 51 18 14 Tensor E 1 5 2 2 734 81 3 41 339 39 130 63 25 9 70 12 13 15 16 Tensor E 1 5 2 2 ...

Страница 53: ...ensor E 1 1 5 406 47 9 55 234 68 203 24 10 38 77 38 77 48 46 Tensor E 1 1 5 484 59 7 29 279 78 193 84 12 30 06 30 06 37 58 Tensor E 1 1 5 541 09 5 65 312 40 180 36 14 23 75 23 75 29 69 Tensor E 1 1 5 582 00 4 47 336 02 166 28 16 19 13 19 13 23 91 Tensor E 1 1 5 612 03 3 60 353 36 153 01 18 15 40 15 40 19 25 Tensor E 1 1 5 623 54 2 89 360 00 138 56 20 12 47 12 47 15 59 Tensor E 1 1 5 623 54 2 34 36...

Страница 54: ... E 1 1 05 353 15 8 30 271 86 235 44 7 5 58 41 43 81 54 76 Tensor E 1 1 05 410 68 6 18 316 14 219 03 9 44 50 33 37 41 72 Tensor E 1 1 05 450 54 4 71 346 83 200 24 10 5 33 93 25 45 31 81 Tensor E 1 1 05 467 65 3 59 360 00 178 15 12 25 98 19 49 24 36 Tensor E 1 1 05 467 65 2 75 360 00 155 88 13 5 20 53 15 40 19 25 Tensor E 1 1 05 467 65 2 17 360 00 138 56 15 16 63 12 47 15 59 Tensor E 1 1 05 467 65 1...

Страница 55: ...propriate measures according to the respective reference standard should be taken Under adverse weather conditions works on the building site should stop 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 dismantling procedure check that all structur...

Страница 56: ...at all times 6 1 2 2 Dismantling of structures Inspect the condition of the structure before dismantling in order to check if any items or anchor is missing Ensure that there are no loose elements on top of the structure if the dismantling is done by means of crane Ensure that there are no workers in the vertical of the removed gang or nearby Take special care to ensure structure stability when di...

Страница 57: ... casting in case of any incident Place the concrete in uniform layers of 30 to 45 cm For vertical concrete placement cast the concrete from the least height above the formwork possible Do never exceed 2 m height unless a pipe or tube or any similar accessory is used to channel the concrete Deposit the concrete as near as possible to the formwork base centring on one point without casting directly ...

Страница 58: ...anes other construction machinery and to areas with the risk of falling objects 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 material is packed for transport in appropriate containers such as wood or steel pallets boxes or strapped in bundles with sta...

Страница 59: ...them in good working condition Wherever possible store the material in a place protected from atmospheric impact to avoid wear It is recommended to place parts of the same type and dimensions in its respective container boxes steel pallets etc Ensure the stability of any piles bearing in mind the following aspects Load bearing capacity of the ground Varying ground levels Levelling of the packages ...

Страница 60: ...n of element appliances with CE marking must be checked In case that it does not fulfil all defined requirements it must be removed from service For more information consult ULMA Construcción 6 3 3 Inspection instructions with CE marking of Inspection instructions with CE marking of Inspection instructions with CE marking of Inspection instructions with CE marking of equipment marketed by ULMA Con...

Страница 61: ... 63 EEC Council Directive 95 63 EEC Council Directive 95 63 EEC Council Directive 95 63 EEC Directive 2001 45 EC Directive 2001 45 EC Directive 2001 45 EC Directive 2001 45 EC of the European Parliament and of the Council of 27 June 2001 amending Council Directive 89 655 EEC concerning the minimum safety and health requirements for the use of work equipment by workers at work Directive 2002 44 EC ...

Страница 62: ...alpionline net Kazakhstan ULMA Kazakhstan ASTANA www ulma c kz Poland ULMA Construccion Polska S A WARSAW www ulma c pl WSCHÓD REGION WARSZAWA Branch WARSZAWA Office OLSZTYN Office LUBLIN Branch LUBLIN Office BIAŁYSTOK Office ZACHÓD REGION POZNAŃ Branch POZNAŃ Office BYDGOSZCZ Office GDAŃSK Branch GDAŃSK Office SZCZECIN Office WROCŁAW Branch WROCŁAW Office NOWA SÓL Office POŁUDNIE REGION JAWORZNO ...

Страница 63: ...aya LEVANTE Branch NÁQUERA 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 Mexico ULMA Cimbras y Andamios de México S A de C V TLALNEPANTLA Mexico State www ulma c com mx Peru ULMA Encofrados Perú S A LIMA www ulma c com pe Norte Branch Chiclayo LAMBAYEQUE AMERICA Argentina...

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