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Wall formwork

Mammut 350

Hinged corners

The tie rods are screwed into
the welded-in hexagonal nuts of
the hinged inside corner. For this
purpose, holes are drilled at the
required positions of the timber
filler (Fig. 26.1).

If the inside angle

is greater

than 100°, alignment rails and a
wooden blocking are required on
the inside (see Fig. 24.3 on page
M350-25.

See Table 26.2 to determine the
width (y) between the hinged
outside corner and the first panel
where a tie can be used.

Fig. 26.1

Table 26.2

Equation to calculate the width y = ——— + 27.5 [cm]

tan ––

α
2

WT = wall thickness

Inside angle

Wall thickness (WT)

(

)

24 cm

25 cm

30 cm

35 cm

40 cm

45 cm

50 cm

60°

Y = 69.1

Y = 70.8

Y = 79.5

Y = 88.1

Y = 96.8

Y = 105.4

Y = 114.1

65°

Y = 65.2

Y = 66.7

Y = 74.6

Y = 82.4

Y = 90.3

Y = 98.1

Y = 106.0

70°

Y = 61.8

Y = 63.2

Y = 70.3

Y = 77.5

Y = 84.6

Y = 91.8

Y = 98.9

75°

Y = 58.8

Y = 60.1

Y = 66.6

Y = 73.1

Y = 79.6

Y = 86.1

Y = 92.7

80°

Y = 56.1

Y = 57.3

Y = 63.3

Y = 69.2

Y = 75.2

Y = 81.1

Y = 87.1

85°

Y = 53.7

Y = 54.8

Y = 60.2

Y = 65.7

Y = 71.2

Y = 76.6

Y = 82.1

90°

Y = 51.5

Y = 52.5

Y = 57.5

Y = 62.5

Y = 67.5

Y = 72.5

Y = 77.5

95°

Y = 49.5

Y = 50.4

Y = 55.0

Y = 59.6

Y = 64.2

Y = 68.7

Y = 73.3

100°

Y = 47.6

Y = 48.5

Y = 52.7

Y = 56.9

Y = 61.1

Y = 65.3

Y = 69.5

105°

Y = 45.9

Y = 46.7

Y = 50.5

Y = 54.4

Y = 58.2

Y = 62.0

Y = 65.9

110°

Y = 44.3

Y = 45.0

Y = 48.5

Y = 52.0

Y = 55.5

Y = 59.0

Y = 62.5

115°

Y = 42.8

Y = 43.4

Y = 46.6

Y = 49.8

Y = 53.0

Y = 56.2

Y = 59.4

120°

Y = 41.4

Y = 41.9

Y = 44.8

Y = 47.7

Y = 50.6

Y = 53.5

Y = 56.4

125°

Y = 40.0

Y = 40.5

Y = 43.1

Y = 45.7

Y = 48.3

Y = 50.9

Y = 53.5

130°

Y = 38.7

Y = 39.2

Y = 41.5

Y = 43.8

Y = 46.2

Y = 48.5

Y = 50.8

135°

Y = 37.4

Y = 37.9

Y = 39.9

Y = 42.0

Y = 44.1

Y = 46.1

Y = 48.2

140°

Y = 36.2

Y = 36.6

Y = 38.4

Y = 40.2

Y = 42.1

Y = 43.9

Y = 45.7

145°

Y = 35.1

Y = 35.4

Y = 37.0

Y = 38.5

Y = 40.1

Y = 41.7

Y = 43.3

150°

Y = 33.9

Y = 34.2

Y = 35.5

Y = 36.9

Y = 38.2

Y = 39.6

Y = 40.9

155°

Y = 32.8

Y = 33.0

Y = 34.2

Y = 35.3

Y = 36.4

Y = 37.5

Y = 38.6

160°

Y = 31.7

Y = 31.9

Y = 32.8

Y = 33.7

Y = 34.6

Y = 35.4

Y = 36.3

165°

Y = 30.7

Y = 30.8

Y = 31.4

Y = 32.1

Y = 32.8

Y = 33.4

Y = 34.1

170°

Y = 29.6

Y = 29.7

Y = 30.1

Y = 30.6

Y = 31.0

Y = 31.4

Y = 31.9

175°

Y = 28.5

Y = 28.6

Y = 28.8

Y = 29.0

Y = 29.2

Y = 29.5

Y = 29.7

180°

Y = 27.5

M350-26

Technical Instruction Manual / Status November 2018

Содержание Mammut 350

Страница 1: ...Technical Instruction Manual Mammut 350...

Страница 2: ...g ability fewer and easier repairs 100 recyclability Product features The admissible fresh concrete pressure is 100 kN m if DW 20 tie rods are used required for panel widths from 100 cm upwards This h...

Страница 3: ...o use the MEVA equipment on the construction site in a proper quick and economic way Most exam ples shown are standard applications that will occur in practice most often For more complicated or speci...

Страница 4: ...stacks or moving them at ground or slab level see pages M350 66 and 67 Fig 4 6 The steel frames are made of closed hollow profiles with welded in mitred joints The pro files are provided with a groove...

Страница 5: ...can overlap by up to 50 cm see page M350 39 If 250 cm high panels are used horizontally and mounted on top of each other an even joint pattern with continuous vertical joints is assured Vertical and...

Страница 6: ...g plastic for wood saves valuable timber resources Also alkus avoids the release of highly toxic dioxin that is released when burning plywood bonded with phenolic resin Used or damaged alkus facings c...

Страница 7: ...into a fail safe position immediately and automatically Panels up to a height of 300 cm are connected with two assem bly locks and panels with a height of 350 cm are connected with three assembly lock...

Страница 8: ...m spanner for articulated flange nuts 20 140 When connecting panels with different widths always anchor them through the wider panel Fig 8 6 All usable tie holes must be used for tying and non usable...

Страница 9: ...netrate more than 50 cm into the layer below A final vibrating step over the overall concrete height is not recommended It does not provide any advantage since concrete that has been vibrated once can...

Страница 10: ...ate of placing can be precisely determined according to DIN 18218 2010 01 using MEVA s online calcula tion programme available on the MEVA website Go to www meva international com Download Working Too...

Страница 11: ...ined in DIN 18202 flatness tolerances Table3 lines 5 to 7 Table 11 1 Here the maximum permissible deflection is defined in relation to the distance between the meas uring points The permissible fresh...

Страница 12: ...attached to the panel with formwork prop con nectors as shown in Fig 12 4 Alignment rails should be attached to the multi function profiles with flange screws in order to stabilise ganged pan els whe...

Страница 13: ...k prop connector 29 109 20 Flange screw 18 29 401 10 Formwork prop connector 29 804 85 Double jointed foot plate 29 402 32 Guard railing post Walkway bracket Brace frame 250 with formwork prop connect...

Страница 14: ...s must be ordered separately Fig 14 1 Walls higher than 6 00 m We recommend assembling a brace frame on site consisting of the push pull props R 630 and R 250 or R 460 or the Triplex R heavy duty push...

Страница 15: ...federal state and local codes and regulations must be observed Note MEVA s SecuritBasic safety system offers platforms ladder access and other safety equip ment for safe and efficient work at all hei...

Страница 16: ...m thickness of the planks is 4 5 cm and their mini mum width is 24 cm Guardrailing posts and side railing The guardrailing posts and the side railing Figures 16 3 to 16 5 are inserted into the walkway...

Страница 17: ...adder fixture for wall formwork is attached to the bot tom of the wall formwork panel with the integrated flange screw It is used to secure the ladder Both the ladder and the exten sion ladder can be...

Страница 18: ...guardrailing posts to create a fall protection system It is attached to the panel s frame profile with the integrated wedge Fig 18 2 MEVA guardrailing posts 100 140 48 120 UK and 48 134 can be connect...

Страница 19: ...ne hooks must be attached at the centre of gravity over the cross stiffeners of the profile Fig 19 6 When moving several panels at once make sure each crane hook is attached at a panel joint to pre ve...

Страница 20: ...ire two assembly locks per joint Each corner side is 25 cm long Figures 20 1 to 20 3 Fig 20 2 Fig 20 3 6 7 12 25 25 Description Ref No M 350 inside corner 350 25 AL 20 23 136 40 300 25 AL 20 23 136 50...

Страница 21: ...panel joint b refer to Table 21 3 For the assembly locks and align ment rails required for height extended outside corners refer to page M350 22 If an outside corner is made with two panels the corne...

Страница 22: ...ion profile of the bottom outside corner Note that the alignment rails must cover the next panel joint and be bolted at the corners Fig ures 22 1 and 22 2 Height extended outside corner Pouring height...

Страница 23: ...cm Uni assembly lock 28 from 0 to 16 cm For stabilisation an alignment rail must be attached with a flange screw 18 at each tie hole level one alignment rail per tie hole level Figures 23 1 and 23 2 T...

Страница 24: ...Fig 24 4 Wall thickness 40 cm M 350 aluminium filler M 350 M outside corner Description Ref No M 350 aluminium filler 350 5 29 300 30 M 350 aluminium filler 300 5 29 300 32 M 350 aluminium filler 250...

Страница 25: ...ner 12 5 cm Inside corner 40 cm Adjustment range 60 to 180 Fig 25 1 Fig 25 2 Fig 25 3 Locking device Locking device Wooden blocking Bolt M18x100 Timber filler with Uni assembly lock Alignment rail Wel...

Страница 26: ...7 Y 54 8 Y 60 2 Y 65 7 Y 71 2 Y 76 6 Y 82 1 90 Y 51 5 Y 52 5 Y 57 5 Y 62 5 Y 67 5 Y 72 5 Y 77 5 95 Y 49 5 Y 50 4 Y 55 0 Y 59 6 Y 64 2 Y 68 7 Y 73 3 100 Y 47 6 Y 48 5 Y 52 7 Y 56 9 Y 61 1 Y 65 3 Y 69...

Страница 27: ...ints on the sides of the stripping cor ner with adhesive tape to make it easier to clean Attention When slinging with several strands only two strands may be considered to be load bearing according to...

Страница 28: ...tioned in certain areas of the stripping corner No assembly locks can be attached and positioned in the grey shaded areas Height 350 cm requires three assembly locks Fig 28 1 Fig 28 1 M stripping cor...

Страница 29: ...certain areas of the stripping corner No assembly locks can be attached and positioned in the grey shaded areas Height 300 cm requires two assembly locks Fig 29 1 Fig 29 1 M stripping corner 300 25 0...

Страница 30: ...er No assembly locks can be attached and positioned in the grey shaded areas Up to a height of 250 cm two assembly locks are required Figures 30 1 and 30 2 Fig 30 2 M stripping corner 125 25 Fig 30 1...

Страница 31: ...effort Pages M350 32 and 33 describe how to activate the stripping corner with the strip ping support 5 Attach the stripping corners with crane slings to the crane gear Make sure the entire form work...

Страница 32: ...ds Fig 32 2 2 Connect the stripping support to the stripping corner with the head bolt 16 40 and cotter pin 4 that are both integrated into the tensioning screw of the stripping support Fig 32 2 3 Loc...

Страница 33: ...tripping corner and separates the shaft formwork from the poured walls Fig 33 4 Fig 33 1 Stripping support Hexagonal nut Power screwdriver Tensioning screw Bell crank lever Stripping corner Fig 33 3 F...

Страница 34: ...els so that they can easily be removed from the poured wall between the corners Steps 1 Remove the M assembly locks connecting the stripping corners to the panels Fig 34 1 2 Activate the M stripping c...

Страница 35: ...Remove the M assembly locks connecting Part 2 of the strip ping panel with the adjoining panel Fig 35 3 2 Screw the integrated flange screws out of the assembly threads then screw them into the strip...

Страница 36: ...ks 22 while for gaps up to 16 cm timber fillers and Uni assembly locks 28 are used The compensation areas are reinforced with alignment rails which must always be attached to the panels multi function...

Страница 37: ...el Fig 37 2 Table 37 3 refers to multiple span beams The maximum filler width X for the bracing at tie hole level Figures 37 1 and 37 2 is determined by the permissible fresh concrete pressure and the...

Страница 38: ...erent wall widths can be compensated for using timber fillers Fig 38 4 For the load capacity of the alignment rails see page M350 37 Fig 38 1 Fig 38 2 Fig 38 3 Standard panel Alignment rail Timber fil...

Страница 39: ...on site the most suitable solu tion may vary from case to case Always make sure the formwork is firmly pressed up against the existing wall and attached to it without gaps in order to avoid leakage of...

Страница 40: ...t refer to Table 40 4 Pouring height Number of M assembly locks Corner a At panel joint b h 1 25 m 2 2 h 2 50 m 2 2 h 3 00 m 3 2 h 3 50 m 4 3 h 3 75 m 5 4 h 4 25 m 6 5 h 4 75 m 6 5 h 5 00 m 6 5 h 5 50...

Страница 41: ...ls are attached at tie hole level Fig 41 3 Tying is done either outside the panels with Uni tie claws and tie rods Figures 41 3 and 41 4 or through the tie holes Size 1 column brackets are attached to...

Страница 42: ...ected with Uni assembly locks see Fig 42 5 Tie rods of any length can be used to firmly bridge prob lem areas e g pilasters wall offsets projecting building parts They can be attached at all multi fun...

Страница 43: ...th inside corners standard panels and where nec essary wooden blockings Stop end brackets and alignment rails must be attached for reinforce ment Figures 43 1 to 43 4 Fig 43 1 Fig 43 2 Fig 43 3 Fig 43...

Страница 44: ...compensation is produced using timber profiles and an alkus facing cut to the size required or a wooden board If required use square timbers for reinforcing A compensation larger than 36 cm requires a...

Страница 45: ...tally tie rods can nevertheless be installed in the bottom tie holes In this case the drive nut 60 must be used Figures 45 3 and 45 4 Top ties Instead of tying through the tie holes and the concrete t...

Страница 46: ...tie holes e g for foundations roof parapets or concrete beams push pull struts or job built wooden blockings must be used Figures 46 1 and 46 2 The maximum spacing of the push pull struts or wooden b...

Страница 47: ...tying is required through the top panel if the top panel has a maximum width of 30 cm and if the total formwork height does not ex ceed 3 80 m Fig 47 3 provided the walkway bracket is attached to the...

Страница 48: ...nel can be replaced by Uni tie claws that are attached above the top panel Fig 48 2 A formwork height of 8 25 m is achieved by extend ing a vertical M 350 panel with another vertical M 350 panel and a...

Страница 49: ...ge M350 7 Height extension in increments of 25 cm The ability to freely combine all panels vertically or horizontally allows for economic height extension in increments of 25 cm with an even joint and...

Страница 50: ...ertical and horizontal panels All panels can be combined verti cally or horizontally Fig 50 1 They must always be connected with the Mammut assembly lock see page M350 7 Economic and time saving Panel...

Страница 51: ...nge screws Figures 51 2 and 51 3 For gangs with horizontal panels at the top the crane hooks must be attached above the cross stiffeners to prevent them from slipping Fig 51 2 Fig 51 1 Panel unit 3 50...

Страница 52: ...el unit 3 75 m x 3 50 m 13 13 m with two M alignment rails 180 Weight 830 kg Fig 52 2 Panel unit 7 00 m x 5 00 m 35 00 m with two M alignment rails 250 and two M cross stiffeners 44 Weight 2500 kg Max...

Страница 53: ...nt rails and M assembly locks for required stabilisation depending on the pouring height and the column side length Each alignment rail must be attached to the panel with two flange nuts 18 Ensure tha...

Страница 54: ...re drilled using a 25 mm diameter drill When pouring do not exceed the admissible fresh concrete pressure of 100 kN m Also observe DIN 18218 for fresh concrete pressure and DIN 4235 for compacting con...

Страница 55: ...e rectangular Fig 55 1 or square Fig 55 2 column cross sections in incre ments of 5 cm up to a maximum cross section of 105 cm by 105 cm The column panels are con nected with each other using tensioni...

Страница 56: ...tform and ladder s to be lifted by crane as a single unit Description Ref No Cantilever angle 100 125 29 404 25 Transport device M 24 160 29 404 30 Ladder fixture 33 45 29 404 35 CF access platform 29...

Страница 57: ...of the access platform and attach a 2 rope crane sling to the crane eyes of the access platform Fig 57 1 3 Align the platform with the transport device M 24 160 and the stoppers of the scaffold bracke...

Страница 58: ...ladder fixture Figures 58 3 and 58 5 Extension ladders These are required when the access platform cannot be accessed with only one ladder due to the formwork s height The extension ladders are hooked...

Страница 59: ...630 3 3 3 3 3 29 407 90 Triplex R 300 right hand thread with foot plate 3 3 3 3 29 407 55 Triplex intermediate piece R 100 3 29 407 60 Triplex intermediate piece R 200 3 3 29 407 65 Triplex intermedi...

Страница 60: ...60 4 is attached to the manual gate valve with the lever cou pling the manual gate valve opened and the concrete pressed behind the forming face One sealing washer A SK is required for each lever cou...

Страница 61: ...hts of up to over 12 m Observe the technical instruction manual for the support frame if required KLK 230 climbing scaffold When forming high walls fa ades pillars staircase or elevator shafts the Mam...

Страница 62: ...ices A logical cycle plan that takes into account corner con figurations reinforcements etc Once all these aspects have been considered the quantities of formwork items can be specified Ground The gro...

Страница 63: ...Step 1 Place and brace the outside formwork The following description is based on an straight wall Before starting keep in mind When pre assembling large panel units on an even surface attach the wal...

Страница 64: ...irmly con nected Do not install any planks before securing the formwork with push pull props or before tying the inside and the outside formwork Do not forget to attach a side railing to the working s...

Страница 65: ...crane the formwork must be detached from the concrete 4 Clean the facing and remove any concrete Before the next use spray the facing with the release agent MevaTrenn FT8 for alkus facings Observe th...

Страница 66: ...into the locked position Fig 66 3 Never use a lifting hook if you need force to turn its eccentric Turning the eccentric with force may not lock the lifting hook but only make it appear to be in the l...

Страница 67: ...e a lifting hook if you need force to turn its eccentric Turning the eccentric with force may not lock the lift ing hook but only make it appear to be in the locked position This may cause the lifting...

Страница 68: ...ng transport Due to their low weight M 350 corners require only two straps When moving panel stacks make sure the panels are secure MEVA secures the 250 cm wide M 350 pan els with the safety bolt M 35...

Страница 69: ...insurance for rental formwork and equipment covers all secondary costs that occur after return excludes losses and write offs For the customer this means Costing certainty instead of additional charge...

Страница 70: ...Wall formwork Mammut 350 Notes M350 70 Technical Instruction Manual Status November 2018...

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