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SAFWAY Huennebeck MANTO G3 User Manual Download Page 43

43

Unless stated otherwise, all dimensions are given in mm.

 MANTO®

*only rental   **no longer produced

Component

Part code

Weight [kg]

N

FU Tightener

Used in conjunction with the Punched Steel 

Tape to tie across foundation formwork.
SWL (N): 12.00 kN.

568357

3.60

25 m

Punched Steel Tape 25.00 m

The FU Tightener and the Punched Steel 

Tape are used together in foundation form-

work.
Working load: 15.00 kN
Not for rental.

568081

17.20

A Plug

Used to close Ø 24 mm and Ø 27 mm (with 

collar) tie holes.

602250

0.01

MANTO Plug

Used to close Ø 24 mm tie holes in the 

MANTO MP Panel.

445716

0.01

Plugs, 100 pieces

Used to close MANTO G3 DW Sealing 

Insert. 

197457

0.16

Summary of Contents for Huennebeck MANTO G3

Page 1: ...MANTO Large frame panel formwork User guide...

Page 2: ...f MANTO panels of different generations 60 4 7 Tie pattern 62 5 Connecting panels horizontally 63 5 1 Height offset 63 5 2 Using the MANTO Aligning Panel Clamp 64 5 3 With the PM Aligning Wedge Clamp...

Page 3: ...133 11 4 T wall connection 135 12 Stopends 137 12 1 With Outer Corner Clamps 137 12 2 Using the PLATINUM 100 Bulkhead Clamp 139 12 3 Using the Multipurpose Waler 100 142 13 Column formwork 144 13 1 Us...

Page 4: ...ntional tie method 202 18 Stripping 205 19 Cleaning on site 206 20 Storage and transport 207 20 1 MANTO panels 207 20 2 Corners 209 20 3 Shaft formwork 212 20 4 Other components 214 21 Disposal 217 22...

Page 5: ...be repositioned without having to install any additional stiffening walers Many connectors can be operated with the MANTO Ratchet or with a hammer Using the MANTO Ratchet reduces fatigue when working...

Page 6: ...ial risk and therefore require separate verification with the help of a risk assessment or a set of assembly instructions which comply with the relevant laws standards and safety regulations The same...

Page 7: ...outside of this area 1 4 1 Warnings and notes DANGER Danger Danger indicates a hazardous situation that if not avoided will cause death or serious injury WARNING Warning Warning indicates a hazardous...

Page 8: ...tion of the MANTO system Please also observe and comply with the information and instructions contained in the follow ing documents pertaining to specific components The PROTECTO edge protection user...

Page 9: ...9 Unless stated otherwise all dimensions are given in mm MANTO...

Page 10: ...page 137 FU Tightener Refer to page 116 Alignment Struts Refer to page 151 PLATINUM 100 Platform Step Refer to page 175 Alignment Strut K600 K760 Refer to page 151 Counter Post Refer to page 170 and W...

Page 11: ...o page 129 90 corners Refer to page 119 Connecting panels vertically Refer to page 81 Connecting panels horizontally Refer to page 63 The assembly shown is for illustration pur poses only Not all comp...

Page 12: ...2 m2 Generation 2 The largest panel with a height of 3 30 m With 4no tie holes per tie position This allows 1no MANTO Giant Panel to be used with 2no opposing panels with a width of 1 20 m each Also a...

Page 13: ...or use with one sided tie systems Refer to page 56 607820 609250 441 42 447 15 300 1200 450 3300 MANTO Panel 120 330 3 96 m2 MANTO Panel 105 330 3 47 m2 MANTO Panel 90 330 2 97 m2 MANTO Panel 75 330 2...

Page 14: ...2nd generation MANTO panels but with additional V ribs e g to connect Alignment Struts With 2no tie holes per tie position Suitable for use with one sided tie systems Refer to page 53 608015 608020 60...

Page 15: ...19 39 2400 2700 MANTO G3 Giant Panel 240 270 Ecoply 6 48 m2 MANTO G3 Giant Panel 240 270 6 48 m2 Generation 3 Like the 2nd generation MANTO Giant Panels 240 270 but with additional V ribs e g to con n...

Page 16: ...24 m2 MANTO G3 Panel 105 270 Ecoply 2 84 m2 MANTO G3 Panel 90 270 Ecoply 2 43 m2 MANTO G3 Panel 75 270 Ecoply 2 03 m2 MANTO G3 Panel 60 270 Ecoply 1 62 m2 MANTO G3 Panel 45 270 Ecoply 1 22 m2 MANTO G3...

Page 17: ...th 1no tie hole per tie position Suitable for use with one sided tie systems Refer to page 56 607870 607880 607890 609255 609256 609257 204 45 163 67 121 01 206 77 165 40 122 16 1200 MANTO Panel 120 1...

Page 18: ...Like the 2nd generation MANTO panels but with additional V ribs e g to connect Alignment Struts With 2no tie holes per tie position Suitable for use with one sided tie systems Refer to page 53 608095...

Page 19: ...120 2 88 m2 MANTO G3 Panel 240 90 2 16 m2 MANTO G3 Panel 240 60 1 44 m2 Generation 3 Like the 2nd generation MANTO panels but with additional V ribs e g to connect Alignment Struts With 2no tie holes...

Page 20: ...ular columns Because the panels are available in three differ ent heights the height of the structure can be easily adjusted Also available with the Ecoply full plastic form sheet 19 mm Refer to page...

Page 21: ...Ecoply full plastic form sheet 19 mm Refer to page 50 No longer produced 600860 600861 600862 423 48 616 78 810 29 120 2700 1200 600 1100 MANTO Column Frame 90 270 MANTO Column Frame 90 120 MANTO Col...

Page 22: ...5001 535012 113 80 94 46 45 86 3300 2700 1200 350 350 MANTO G3 Inner Corner 35 330 Ecoply 2 31 m2 MANTO G3 Inner Corner 35 270 Ecoply 1 89 m2 MANTO G3 Inner Corner 35 120 Ecoply 0 84 m2 MANTO G3 Inner...

Page 23: ...Refer to page 129 532188 534588 534577 135 39 112 07 54 26 350 3300 2700 1200 MANTO G3 Hinged Corner 35 330 Ecoply MANTO G3 Hinged Corner 35 270 Ecoply MANTO G3 Hinged Corner 35 120 Ecoply MANTO G3 H...

Page 24: ...rk with Hinged Cor ners Adjustable from 60 to 192 Refer to page 129 534040 462358 462222 84 10 69 30 31 40 3300 2700 1200 300 300 MANTO Shaft Corner 330 MANTO Shaft Corner 270 MANTO Shaft Corner 120 G...

Page 25: ...r adapting differing wall dimensions in corners and T wall connections Refer to page 119 and 133 530156 450606 450617 32 50 20 40 11 90 50 3300 2700 1200 MANTO G3 Corner Adjustment 5 330 MANTO G3 Corn...

Page 26: ...p Same as the MANTO Aligning Panel Clamp but allows for length adjustment of up to 150 mm Safe Working Moment M facing down 1 70 kNm Safe Working Moment M facing up 1 20 kNm SWL N 8 10kN SWL V 9 50kN...

Page 27: ...izontal and some vertical MANTO panel connections Safe Working Moment M 2 00 kNm SWL N 15 00 kN SWL V 15 00 kN Refer to page 67 606900 6 33 Panel Connection Unit The Panel Connection Unit is made up o...

Page 28: ...NTO XL panels and XXL panels that have been extended The PLATINUM 100 MANTO Extension Bar code 607000 can be used as an alternative The Steel Walers F 171 are connected to the panels using 4no Multi B...

Page 29: ...e Nut 230 code 48344 SWL N 50 00 kN Refer to page 144 454442 454670 0 80 0 34 1050 695 220 180 MANTO Column Angle Waler Column Waler Wedge Column Waler Bolt Used in conjunction with the MANTO panels t...

Page 30: ...nailed to the integrated timber strip to secure against uplift and tilting Refer to page 168 606240 11 92 1200 PROTECTO Railing Post The PROTECTO Railing Post for the edge protection is inserted into...

Page 31: ...ion Once the railing is unfolded the pouring platform can be lifted by crane and hung on the MANTO formwork The platform is automatically secured against uplift Refer to page 171 547165 140 79 1140 Pl...

Page 32: ...0 158 Toe Board Retainer Used to secure the toe boards to the Counter Post Marked with red paint for easy identifica tion Refer to page 170 603609 0 71 300 280 430 PLATINUM 100 Platform Step The PLATI...

Page 33: ...150 100 200 Box out Provides the recess in the shaft wall for the Platform Beam Due to its tapered shape the Box out can be recovered and if in good condition reused Refer to page 189 410942 2 60 100...

Page 34: ...the Adapter for Alignment Struts it can also be used with alignment struts Combined with the Strut Adapter it can also be used with EUROPLUSnew struts Refer to page 156 and page 158 for information on...

Page 35: ...uts 4 50 m SWL N 9 90 kN Alignment Strut K600 Minimum extension 4 80 m SWL N 20 00 kN Including Adapter for Alignment Struts 4 90 m SWL N 17 30 kN Maximum extension 6 00 m SWL N 14 00 kN Including Ada...

Page 36: ...UROPLUSnew 30 250 EUROPLUSnew 20 300 EUROPLUSnew 30 300 EUROPLUSnew 20 350 EUROPLUSnew 30 350 EUROPLUSnew 20 400 EUROPLUSnew 30 400 EUROPLUSnew 20 550 All EUROPLUSnew steel props feature a quick lower...

Page 37: ...rb tensile loads Must be attached when EUROPLUSnew Props are to serve as wind bracing Refer to page 161 107107 107118 562051 587675 0 92 1 00 1 50 1 39 N 245 Strut Base Used to convert EUROPLUSnew pro...

Page 38: ...The Centre Tubes are connected to the Spindle Pieces with 2no Waler Bolts D20 and 2no Spring Pins 4 per connection The right piece is marked blue and the left piece is marked red 524700 524710 4 70 4...

Page 39: ...thicknesses up to 37 cm With a grip to facilitate insertion and extraction SWL N 90 kN 607250 1 71 Tie Sleeve DW 15 2000 26 22 Tie Sleeve DW 20 2000 32 26 Values in brackets indicate outer and inner...

Page 40: ...igid plates without thread The nut has to be operated with a wrench w a f 30 SWL N 90 00 kN 164535 0 22 500 DW15 N Tie Rod DW 15 50 Connects the MANTO Column Angle Wal ers in assembled condition Alway...

Page 41: ...all It can be operated either from the advancing side or from the closing side It must be used along with the PLATINUM 100 Adjustment Clip SWL N 150 00 kN Refer to page 105 ff 606340 3 90 PLATINUM 100...

Page 42: ...Insert Protects the tie holes from wear and allows the use of different ties Always choose the proper insert for the respective tie system Not for rental Refer to page 97 607915 0 05 MANTO G3 Sealing...

Page 43: ...mwork SWL N 12 00 kN 568357 3 60 25 m Punched Steel Tape 25 00 m The FU Tightener and the Punched Steel Tape are used together in foundation form work Working load 15 00 kN Not for rental 568081 17 20...

Page 44: ...het w a f 36 the connectors and tie nuts can be operated quickly quietly and easily without damag ing the material 408780 1 00 Do not extend the ratchet lever 80 80 260 Panel Anchor Bracket Protects M...

Page 45: ...emblies consisting of PLATINUM 100 and MANTO panels SWL N 15 00 kN 606920 27 99 Always comply with the separate operating instructions for the PLATINUM 100 Lifting Waler 231 MANTO G3 Lifting Pin For l...

Page 46: ...ach the KB Support ing Part to the A Tie Cone M24 DW 15 Not for rental 185635 0 47 Bolt M16x35 with Nut 8 8 Used with the extension of the MANTO Shaft Corner Not for rental 603623 0 13 Bolt M12x30 wit...

Page 47: ...610 39 57 800 1200 800 Euro Lattice Box Lattice box used to store and transport small items by crane Can be moved using the Euro Trolley Working load 1200 kg 548480 68 76 800 1200 800 Euro Stacking Fr...

Page 48: ...el Rack Rack used to store and transport by crane up to 50no Universal Mesh Panels Can be moved using the Euro Trolley Working load 1050 kg Refer to page 214 605558 65 74 1290 1210 1210 PROTECTO Mesh...

Page 49: ...ns of the MANTO panels have been introduced and can be used in conjunction with older models These generations of MANTO panels are referred to as G2 G3 and G3 M The following sections explain the diff...

Page 50: ...ed ties MANTO Giant Panels also have pairs of tie positions on the centre profile No stiffeners between ribs and or between ribs and smaller edge profiles With 14 mm holes in the corner plates A Giant...

Page 51: ...s on the inside of the long edge profile near the tie holes Tie position on the long edge profile without smaller ancillary holes single side operated ties not possible No stiffener elements between r...

Page 52: ...18 120 Rib profile All holes 22 mm Tie opening Edge profile 30 60 MANTO G2 27 Uppermost tie position with MANTO Panels 330 and 120 2400 530 530 1340 2400 1200 900 600 3300 24 1106 50 1200 646 24 1200...

Page 53: ...cing between ribs and or between ribs and smaller edge profiles in most panels Holes 22 in the edge profiles 1200 1050 900 750 700 650 600 550 450 300 350 350 3300 2700 2700 1200 1200 1050 900 750 700...

Page 54: ...f the long edge profile near the tie holes Tie position on the long edge profile with smaller ancillary holes for single side operated anchors Stiffener elements between ribs and or be tween ribs and...

Page 55: ...50 300 300 300 300 300 300 300 300 300 530 2700 29 5 646 29 5 1200 3300 Inner corner 350 300 1640 530 2400 2400 1100 1200 900 600 1340 530 530 300 1200 60 30 29 5 33 5 60 140 50 50 40 40 19 120 Rib pr...

Page 56: ...ide operated ties Long edge profiles without tie positions some panels with tie position on the smaller edge profile and no reinforcement plates Stiffeners between ribs and or between ribs and smaller...

Page 57: ...small er holes above and below the tie hole for single side operated anchoring Long edge profiles without tie positions or reinforcement plates Stiffener elements between ribs and or be tween ribs an...

Page 58: ...file 50 50 40 H rib C profile and Z profile All holes 22 40 60 120 19 30 MANTO G3 M 27 H rib with Z profile identical dimensions 2400 600 600 1200 2400 1200 900 600 3300 29 5 1100 1200 640 5 29 5 350...

Page 59: ...connecting panels horizontally apply to all generations of panels Single sided operated ties can only be used in MANTO panels G3 or G3 M Panels of different generations can be used opposite one anothe...

Page 60: ...ons show examples of panels connected to one another using the MANTO Aligning Panel Clamp The panels shown here can also be connected with the PM Aligning Wedge Clamp potentially using a different pos...

Page 61: ...61 Unless stated otherwise all dimensions are given in mm MANTO MANTO G3 M MANTO G3 M...

Page 62: ...tated otherwise all dimensions are given in mm 4 7 Tie pattern Example MANTO G3 M stacked 900 1200 2400 2400 2400 2700 1200 900 600 Example MANTO G3 and MANTO G3 M in the inner corner 1200 2400 350 27...

Page 63: ...r infills at the vertical joint Check that all connectors are tight and if necessary retighten before every use and every time they are moved 5 1 Height offset MANTO panels can be connected with a hei...

Page 64: ...tly WARNING Risk of injury from falling MANTO panels If it is not attached correctly the MANTO Aligning Panel Clamp can release and form work elements can fall off when being transported by crane Ever...

Page 65: ...rofiles of the panel frame The supporting surfaces of the MANTO Aligning Panel Clamps should have full contact with the ribs of the panel Step 2 Use the MANTO Ratchet to tighten the MANTO Aligning Pan...

Page 66: ...used is shown below Legend MANTO Aligning Panel Clamp code 448000 or PM Aligning Wedge Clamp MANTO Tie Nut code 464600 or Tie Nut 150 code 531481 Formwork height 0 30 m to 1 20 m 300 1200 The above a...

Page 67: ...PM Aligning Wedge Clamp can also be purchased separately 5 3 1 Attaching Panel Connection Unit to MANTO panel The mounting positions of the Panel Connection Unit are shown in the following illustra t...

Page 68: ...s stated otherwise all dimensions are given in mm MANTO G2 G3 Panels 90 75 and 60 75 330 75 270 75 120 90 330 90 270 90 120 60 330 60 270 60 120 MANTO G2 G3 M Panels 240 240 330 240 270 240 120 MANTO...

Page 69: ...o connect MANTO Panels side by side vertical joint Stacked MANTO G3 and G3 M panels horizontal joints can also be connected to one another with the PM Aligning Wedge Clamp The PM Aligning Wedge Clamp...

Page 70: ...the lever towards the panel and then upwards Step 3 Pull the PM Aligning Wedge Clamp out of the Panel Connection Unit code 609070 Step 4 Rotate the PM Aligning Wedge Clamp 180 the wedge head must fac...

Page 71: ...wedge with a hammer to release the PM Aligning Wedge Clamp and pull the clamp out Step 2 Rotate the PM Aligning Wedge Clamp 180 the wedge head must face downwards Step 3 Place the PM Aligning Wedge Cl...

Page 72: ...igning Clamp The Adjustable Aligning Clamp is used to connect the vertical joints between MANTO panels when infills are placed in between panels It connects the MANTO panels in the same way as the Ali...

Page 73: ...nsion Nuts are used on the panel ribs to create an aligned and high tensile infill Alternately 2no PLATINUM 100 Multi Bolts code 605820 and 2no MANTO Tie Nuts code 464600 can be used Ties are placed t...

Page 74: ...Aligning Panel Clamp code 448000 or PM Aligning Wedge Clamp MANTO Tie Nut code 464600 When used in the vertical position main profile is vertical 4800 3600 2400 2700 Centre profile or when used in the...

Page 75: ...el a Infill Max area of influence IW for infill with a single tie see solutions 6 1 6 2 and 6 3 Panel height Pressure profile Max EB Connectors per panel DW 15 DW 20 2 70 m Hydrostatic 1 30 m 1 50 m 2...

Page 76: ...f influence IW maximum area of influence max IW max 150 See table for max EB Tie Nut 230 code 48344 Tie Rod DW 15 Adjustable Aligning Clamp code 467898 or PLATINUM 100 Universal Connector code 606209...

Page 77: ...Spanner Long code 454410 and Tension Nut code 197332 Always centre the tie on the infill The tie washer must overlap the panels by at least 35 mm 6 4 2 If area of influence IW maximum area of influenc...

Page 78: ...apart and the panel joint that is not strained will force the panels together The connectors at the panel joints are not designed to accommo date this force The struts provided on site have to be plac...

Page 79: ...if necessary retighten before every use and every time they are moved 7 1 Extensions up to 100 mm with Panel Clamp Step 1 Use Panel Clamps to attach timber beams to the top edge profile of the panel t...

Page 80: ...accommodate the nails Step 3 Nail plywood D 21 mm thick and max 400 mm high to the timber beams B max 400 A D 50 75 280 C 7 4 Extensions up to 500 mm with Multipurpose Waler 100 Step 1 Fasten the Mult...

Page 81: ...e every use and every time they are moved The arrangements shown here take into account only the weight of the individual com ponents If additional components such as platforms are attached the number...

Page 82: ...joint on MANTO G3 and MANTO G3 M panels The PM Aligning Wedge Clamp always has to be placed over one of the vertical profiles Thus no more than 2no PM Aligning Wedge Clamps can be places on the horizo...

Page 83: ...in mm MANTO Formwork height 4 35 m to 4 50 m 450 600 1200 4350 4500 2700 450 600 1200 4350 4500 2700 Panels marked with do not represent the real panel width and are for illustration purposes only Fo...

Page 84: ...g panels vertically Unless stated otherwise all dimensions are given in mm Formwork height 6 00 m Formwork height 6 30 m 2700 2700 6000 600 2700 2700 6300 900 Formwork height 6 60 m 2700 2700 6600 120...

Page 85: ...85 Unless stated otherwise all dimensions are given in mm MANTO Formwork height 7 50 m 2700 2700 7500 1200 900 2700 2700 7500 1200 900 Formwork height 8 10 m 2700 2700 8100 2700...

Page 86: ...erwise all dimensions are given in mm 8 2 Using the MANTO Aligning Panel Clamp ties and MANTO panels 3 30 m Formwork height 4 20 m 3300 900 4200 Formwork height 4 50 m 3300 1200 4500 3300 1200 4500 Fo...

Page 87: ...87 Unless stated otherwise all dimensions are given in mm MANTO Formwork height 5 40 m 3300 1200 5400 900 3300 1200 5400 900 Formwork height 5 70 m 3300 1200 5700 1200 3300 1200 5700 1200...

Page 88: ...88 Connecting extending panels vertically Unless stated otherwise all dimensions are given in mm Formwork height 6 00 m 2700 3300 6000 Formwork height 6 60 m 3300 3300 6600...

Page 89: ...89 Unless stated otherwise all dimensions are given in mm MANTO Formwork height 7 20 m 3300 7200 600 3300 Formwork height 7 50 m 7500 900 3300 3300...

Page 90: ...0 Connecting extending panels vertically Unless stated otherwise all dimensions are given in mm Formwork height 7 80 m 3300 3300 7800 1200 3300 3300 7800 1200 Formwork height 8 70 m 2700 2700 8700 330...

Page 91: ...91 Unless stated otherwise all dimensions are given in mm MANTO Formwork height 9 00 m 3300 9000 2400 3300 3300 3300 1200 1200 9000...

Page 92: ...92 Connecting extending panels vertically Unless stated otherwise all dimensions are given in mm Formwork height 9 30 m Formwork height 9 90 m 2700 3300 3300 9300 3300 3300 3300 9900...

Page 93: ...use just 1no Extension Bar per panel The PLATINUM 100 Extension Bar cannot be used with horizontally aligned panels 8 3 1 Attaching Extension Bars Place the PLATINUM 100 Extension Bars at a maximum d...

Page 94: ...Connecting extending panels vertically Unless stated otherwise all dimensions are given in mm Example of application Formwork height 9 00 m Formwork height 9 90 m 3300 9000 2400 3300 3300 3300 3300 99...

Page 95: ...700 8no MANTO Aligning Panel Clamp 2700 4no MANTO Aligning Pan el Clamp Steel Waler F 171 8no Waler Spanner 8no Tension Nut 2700 2700 2no MANTO Panel 240 270 L 2400 2400 Detail 1 1no MANTO Panel 240 2...

Page 96: ...el 240 270 L code 600860 Panel 360 270 XL code 600861 8no MANTO Aligning Panel Clamp MANTO Aligning Panel Clamp code 448000 These clamps do not need to be included in the option with only 6no clamps D...

Page 97: ...G3 Sealing Insert code 607925 One side operated taper tie sys tem DW 20 PLATINUM 100 Tie Rod code 604300 MANTO Taper Tie DW 15 100 code 608330 MANTO Taper Tie DW 20 100 code 608331 MANTO Taper Tie DW...

Page 98: ...d may not protrude If the tabs do not snap into place properly check the following The plastic insert is pushed in far enough Otherwise push the plastic insert in farther The plastic insert is turned...

Page 99: ...cause metal splinters to detach fly around and cause injury Wear gloves and safety glasses when using the MANTO G3 Replacement Tool Grind off the ring or other damage to the striking surface CAUTION R...

Page 100: ...from one side of the formwork This system can only be used with MANTO panels G3 or G3 M 9 2 1 Components of one sided tie system 1 3 4 3 2 5 1 MR Tie Rod DW 15 code 607250 2 MANTO G3 Front Tie Nut co...

Page 101: ...ess to platforms if the formwork is not secured against overturning Attaching Rear Tie Nut to MANTO panel Step 1 Push the MANTO G3 Rear Tie Nut A code 607240 into the tie hole located on the profile o...

Page 102: ...thick ness minus 20 mm 10 10 Wall thickness Sealing Cone code 607122 Tie Sleeve Step 4 Screw the MR Tie Rod into the MANTO G3 Front Tie Nut Step 5 Place the Tie Sleeve with the Sealing Cones on the T...

Page 103: ...MANTO G3 Rear Tie Nuts installed in steps 1 and 2 Push the assembly through the tie holes of the opposing MANTO Panel Step 5 Screw the Tie Rod all the way into MANTO G3 Rear Tie Nut until it touches t...

Page 104: ...G3 Front Tie Nut and tighten Step 9 Install the remaining ties in the same way 9 2 3 Removing MR Tie Rod WARNING Risk of injury from overturning formwork Do not allow access to platforms if the formwo...

Page 105: ...ater 9 3 One sided tying with the PLATINUM 100 tie system There are two versions of the PLATINUM 100 tie rod available Generation 1 G1 and Generation 2 G2 The Tie Rod G2 has been modified and the adju...

Page 106: ...towed during transport As a result the number of loose parts on site and during material transport can be reduced and assembly time can be saved Tie nut closing side with PLATINUM 100 Tie Rod in holde...

Page 107: ...ormwork panel and screwed tightly with the fixing screw to the panel frame Fixing of the PLATINUM 100 Tie Nut Closing Side Fixing screw Top Holder for tie rod Before assembling the formwork the PLATIN...

Page 108: ...adjusting washer in the appropriate groove without having to measure Other wall thicknesses can be freely set without using the predefined settings Adjustment groove Adjusting range closing side 150...

Page 109: ...djusting positions PLATINUM 100 tie rod wall thickness mm 1 2 3 4 5 6 7 Without pin clip 150 175 200 225 250 275 300 With pin clip 275 300 325 350 375 400 425 a a Only possible with the G1 clip Step 1...

Page 110: ...he required wall thickness to be set before installation Common wall thicknesses can be selected by placing the adjustment clip in the appropriate groove without having to measure The adjustment groov...

Page 111: ...side is equipped with a pin clip or not Refer to Section 9 3 1 on page 106 If the pin clip is installed the tie rod stops at the pin clip when screwed into the tie nut If the pin clip has been remove...

Page 112: ...0 265 0 1 1 2 4 3 5 6 Pin clip in tie nut advancing side 0 1 1 2 4 3 5 6 Position of the adjustment clip 1 0 1 0 1 0 1 0 1 0 1 1 0 1 1 2 4 3 5 6 Adjusting groove of tie rod 1 1 2 2 3 3 4 4 5 5 6 1 0 1...

Page 113: ...all dimensions are given in mm MANTO Step 1 Place the adjustment clip at the desired position in the grooves of the tie rod and the lock nut Step 2 Close the adjustment clip and secure with the corre...

Page 114: ...f the formwork is not secured against overturning 9 4 1 Attaching ties Step 1 Remove the plugs from the tie holes to be used Close unused tie holes with plugs Step 2 Push the Tie Rod through the tie h...

Page 115: ...erturning formwork Do not allow access to platforms if the formwork is not secured against overturning Do not remove the ties unless both sides of the formwork are secured against over turning NOTE No...

Page 116: ...r a 300 mm thick wall X Total length wall thickness 2 x MANTO Tie Nut height MANTO panel thickness X 990 300 2 x 75 140 2 X 990 300 2 x 214 2 X 990 300 428 2 X 262 2 X 130 mm 9 5 FU Tightener and Edge...

Page 117: ...NTO h e Permitted distance e of FU Tightener Height h 0 90 m 1 05 m 1 20 m Distance e 1 75 m 1 30 m 1 00 m FU Tightener code 568357 Punched Steel Tape code 568081 Edge Tie Fastener MR code 566667 MANT...

Page 118: ...the threaded bolt of the FU Tightener 1 2 9 5 2 Edge Tie Fastener MR Step 1 Slide the Edge Tie Fastener MR onto the edge profile of the MANTO panel Step 2 Place spreaders e g timber beams between the...

Page 119: ...ouring rate 10 1 90 corners Create the interiors of 90 corners with the aid of the MANTO G3 Inner Corners MANTO Inner Corners or MANTO Shaft Corners Create the outer corners with the aid of MANTO G3 o...

Page 120: ...NTO G3 Corner Adjustment 5 The 50 mm wide MANTO G3 Corner Adjustment 5 is needed for certain corner constel lations Adjustable Aligning Clamp code 467898 MANTO Corner Adjustment 5 Outer Corner Clamp c...

Page 121: ...G3 M G3 view of outer corner MANTO G3 M Panel Outer Corner Clamp code 448227 MANTO Aligning Panel Clamp code 448000 MANTO G3 Panel MANTO G3 Inner Corner Example of application with MANTO G3 M G3 view...

Page 122: ...Clamp code 448227 MANTO Aligning Panel Clamp code 448000 MANTO G3 Panel PLATINUM 100 Universal Connector code 606209 Example of application with outer corner connected to MANTO G3 M panels in the wal...

Page 123: ...p code 448000 The number and arrangement of the Outer Corner Clamps and of the Aligning Panel Clamps on the first joint of the outer corner are a factor of the thickness and height of the wall Refer t...

Page 124: ...ner Quantity and distribution of Outer Corner Clamps at 90 outer corners The load to which the corner and the adjacent panels section 1 in the illustration below are subjected is greater than in the n...

Page 125: ...of 0 20 between the concrete and the formwork Special records must be kept for liquid concrete and concrete of a thinner consistency MANTO panel Height Any wall thickness Wall thickness 450 mm Wall th...

Page 126: ...clearer view other components such as ties access solutions or edge protection are not shown here Example Panels 270 Wall thickness 300 mm Wall thickness 400 mm Wall thickness 450 mm Wall thickness 60...

Page 127: ...mm MANTO Example Panels 330 120 Wall thickness 300 mm Wall thickness 400 mm Wall thickness 450 mm Wall thickness 600 mm Example Panels 270 270 Example Panels 270 330 Wall thickness 300 mm Wall thickn...

Page 128: ...128 Corners Unless stated otherwise all dimensions are given in mm Example Panels 330 330 Wall thickness 300 mm Wall thickness 400 mm Wall thickness 450 mm Wall thickness 600 mm...

Page 129: ...orner in an obtuse angled corner with MANTO Aligning Panel Clamp code 448000 Timber beam MANTO Outer Corner 20 in an acute angled corner Hinged Corner in an acute angled corner See note regarding pane...

Page 130: ...solution MANTO MP Panel with horizontal tie pattern MANTO Outer Cor ner MANTO Hinged Corner Narrow panel e g 450 mm wide if possible max 175 MANTO Outer Corner Timber infill Multipurpose Waler 100 cod...

Page 131: ...offset 11 1 1 Wall offsets with MANTO G3 and G3 M MANTO G3 M Panel PLATINUM 100 Universal Connector code 606209 MANTO G3 Panel MANTO G3 Panel MANTO G3 M Panel 11 1 2 Wall offsets with MANTO G3 G2 MANT...

Page 132: ...ard Timber beam board Secure the timber beams and boards provided on site to withstand the anticipated concrete load 500 mm to 1000 mm wide pilasters Additional ties are needed for wider pilasters In...

Page 133: ...the MANTO system Adjustments can be made using the various panel widths and the MANTO Corner Adjustment 5 MANTO Inner Corner Typical arrangements The following illustrations show typical T wall config...

Page 134: ...ll offsets Unless stated otherwise all dimensions are given in mm 200 mm 900 1050 300 mm 50 350 mm 1050 400 mm 1050 50 450 mm 1200 50 500 mm 1200 550 mm 1200 50 600 mm 50 50 1200 150 mm 50 900 250 mm...

Page 135: ...ve to be secured to prevent movement e g by anchoring it to an existing structure NOTE MANTO G3 M panels can seesaw Because the panels are tied in the middle an asymmetric load can cause the panels to...

Page 136: ...nel the Tension Nut or the Tie Nut 230 with the Waler Spanner can be used as shown below Connecting in either of these ways allows the MANTO Corner Adjustment 5 to remain attached to the MANTO Panels...

Page 137: ...section 12 2 to create the stopend For wall thicknesses 425 mm use the Multipurpose Waler 100 code 450764 refer to section 12 3 to create the stopend 12 1 With Outer Corner Clamps Up to 300 mm wall th...

Page 138: ...0 mm No of Outer Corner Clamps No of Aligning Panel Clamps 2 70 m 4 2 3 30 m 5 2 2 70 m 1 20 m 4 2 2 1 3 30 m 1 20 m 5 2 2 2 2 70 m 2 70 m 4 4 3 2 2 70 m 3 30 m 4 4 3 2 3 30 m 3 30 m 5 4 3 2 Area 1 Re...

Page 139: ...Panel rib PLATINUM 100 Bulkhead Clamp code 604328 Stopend built on site V Safe Working Load of the PLATINUM 100 Bulkhead Clamp code 604328 Tensile N 36 00 kN Shear V 36 00 kN Bending M 5 00 kNm Be awa...

Page 140: ...lid for concrete of normal consistency with an assumed coefficient of friction of 0 20 between the concrete and formwork Liquid concrete and concrete with low consistency must be checked separately 12...

Page 141: ...2 Maximum spacing of PLATINUM 100 Bulkhead Clamps with extended formwork concrete pressure max 80 kN steady 400 950 950 300 900 1200 Panels 270 hydrostatic and steady concrete pressure 300 900 900 90...

Page 142: ...the last MANTO Panels tied in the usual manner with 2no PLATINUM 100 Multi Bolts or 2no Waler Spanners PLATINUM 100 Multi Bolt code 605820 605810 or Waler Spanner code 452053 454410 H rib Multipurpos...

Page 143: ...ose Walers 100 No of Aligning Panel Clamps No of Multipurpose Walers 100 No of Aligning Panel Clamps 2 70 m 2 2 2 2 3 30 m 2 2 2 2 2 70 m 1 20 m 2 1 2 1 2 1 2 2 3 30 m 1 20 m 2 1 2 2 2 1 3 2 2 70 m 2...

Page 144: ...e profile MANTO MP panels are ideal for forming square and rectangular columns The exten sion panels are connected using the MANTO Aligning Panel Clamp Maximum column size 600 mm x 600 mm Permitted fr...

Page 145: ...in the typical horizontal section shown below 750 Pattern 11 x 50 550 75 75 22 140 The panels are connected with the MP Bolt the MP Nut and the Tie Nut 230 For form work heights of up to 2 70 m only...

Page 146: ...be covered on site with a sturdy form sheet using the built in wooden strip Form sheets in cut to size shapes with or without hole patterns can be purchased from H nnebeck Maximum column size 900 mm x...

Page 147: ...ie Nut and an S Bolt Column formwork of 2 70 m requires 16no S Bolts and 16no MANTO Tie Nuts An extension of 1 20 m requires 8no S Bolts and 8no MANTO Tie Nuts An extension of 0 60 m requires 4no S Bo...

Page 148: ...tion The Triangular Column Fillet simply attached to the edge of the MANTO Panel assures a clean concrete edge Column edge length 200 mm to mm in mm increments Permitted fresh concrete pressure 80 00...

Page 149: ...column dimensions Find the hole on the grid with the appropriate dimension and connect it to the hole with the number preceding the dimension 1 to 4 The X distance is set with the markings on the Colu...

Page 150: ...Column Waler Wedge code 540049 Column Waler Wedge code 540049 Column Waler Bolt code 569189 After assembling the panels the MANTO Column Angle Walers must be mounted The spacing of the MANTO Column An...

Page 151: ...h this side to PLATINUM 100 and MANTO panels Attach this side to RASTO panels and TOPMAX floor tables The Panel Anchor Bracket code 605999 is secured using the Anchor Bolt MM SSK 16 x 130 mm code 4435...

Page 152: ...ing a 24 mm span ner Bottom plate of the Panel Anchor Bracket code 605999 Anchor Bolt MM SSK 16 x 130 mm code 443500 200 6 124 134 18 14 hole WARNING Risk of injury from overturning formwork elements...

Page 153: ...oncrete strength 25 N mm2 20 N mm2 15 N mm2 10 N mm2 V kN panel uplift 0 00 10 58 9 46 8 18 6 68 2 50 10 20 9 07 7 77 6 25 5 00 9 65 8 48 7 14 5 53 7 50 8 91 7 68 6 24 4 46 10 00 7 95 6 62 5 01 2 83 1...

Page 154: ...ed hole Anchor Bolts can be re used but the same hole cannot be used a second time 14 1 3 Tying panels to the ground with the Panel Anchor Bracket The Panel Anchor Bracket code 605999 can be attached...

Page 155: ...Use a 14 drill bit to drill a 134 mm hole in the existing structure Step 4 Remove dust from the drilled hole Step 5 Place the Panel Anchor Bracket at the edge profile again insert the Anchor Bolt thro...

Page 156: ...TO Strut Head with vertical panels horizontal ribs Strut angle to the horizontal Distance to panel edge or centre profile 200 mm 300 mm 400 mm 500 mm 600 mm 50 8 25 6 16 5 19 4 73 4 63 55 7 50 5 56 4...

Page 157: ...al Distance to panel edge or centre profile 200 mm 300 mm 400 mm 500 mm 600 mm 50 16 92 12 76 10 88 10 02 9 78 55 16 65 12 61 10 75 9 89 9 65 60 16 40 12 35 10 52 9 65 9 46 MANTO Strut Connector with...

Page 158: ...el which can be either in a horizontal or vertical orientation Props must be placed as near as possible to the vertical panel joint or the centre pro file For information on the Safe Working Loads ple...

Page 159: ...ated thread facilitates fine tuning MANTO Alignment Strut code 565103 Alignment Strut N MANTO Strut Connector code 565114 The maximum strut loads for the connection to upright panels are a factor of t...

Page 160: ...e 601733 Bolt D16x87 code 601908 Spring Cotter Pin 4 code 173776 Both included N To connect the struts to horizontal panels insert the Adapter for Alignment Struts into the strut and secure using the...

Page 161: ...566369 Strut Adapter code 565331 The maximum strut loads for the connection to upright panels are dependant of the distance of the strut head to the panel edge distance X and the inclination of the s...

Page 162: ...50 code 587675 EUROPLUS 400 EC 550DC EUROPLUSnew 20 550 30 400 Strut Base joint The permitted pressure load of the steel prop is limited by the Strut Base joint Permit ted pressure 34 00 kN Note the m...

Page 163: ...e Strut Base is connected to EUROPLUSnew props with 4no M12x30 Bolt Nut 4 6 4no M12x30 Bolt Nut 4 6 code 5210 18 hole 21 hole EUROPLUSnew Prop Strut Base code 566369 Props must be placed as near as po...

Page 164: ...c e 3 7 0 I n t e r m e d i a t e p i e c e 2 4 0 N See note regarding strut joints See note regarding strut joints See note regarding strut joints Each strut joint requires 4no M16x60 10 9 The maximu...

Page 165: ...g on the distance to the edge of panel Strut angle to the horizontal plane Distance to panel edge or centre profile G3 M 200 mm 300 mm 400 mm 500 mm 600 mm 50 29 30 19 10 15 30 13 70 13 20 55 28 00 18...

Page 166: ...ing platform at the highest level of the formwork The PLATINUM 100 platforms are designed to meet the requirements of load class 2 DIN EN 12811 150 kg m They are equipped with integrated mesh front an...

Page 167: ...n then be used to safely ascend to the completely protected area Another option is to use a crane to hang the completely assembled Formwork Platform on the formwork The formwork platform can be secure...

Page 168: ...a captive spring pin to secure the Walkway Bracket WARNING Risk of fall Check maximum span of planks and railings as well as the edge protection compo nents being used Always secure the planks against...

Page 169: ...169 Unless stated otherwise all dimensions are given in mm MANTO Spring Pin 4 code 173776 Walkway Bracket Waler Bolt D20 code 420000...

Page 170: ...he panel Use the integrated Spring Cotter Pin 4 to secure the Counter Post The inclined position of the Counter Post means that the required clearance for pouring operations is achieved The Counter Po...

Page 171: ...igned for load class 2 150 kN m2 pursuant to DIN EN 12811 1 2004 and DIN 4420 1 2004 03 Always choose platform spacing to comply with the design scheme supplied Stacking pouring platforms The pouring...

Page 172: ...o the lifting eyehooks 1 and to the lifting eyes Refer to the following illustration H NNEBECK A BRAND COMPANY Lifting eye Lifting eyehook 1 Lifting eye Lifting eyehook 1 Unfolding the guardrails Step...

Page 173: ...age simply reverse the order of the steps until the plat form is completely collapsed and secured Lifting to working position guardrails unfolded Attach the crane slings to the eyehooks 2 which are lo...

Page 174: ...te boards toe boards and 2no or 4no KG Rail Extensions The boards must overlap by 450 mm at both ends and they have to be properly restrained e g nailed The Platform Railing secures the end of the pla...

Page 175: ...lowest ribs of the MANTO Formwork The Platform Step can only be used with upright formwork panels Height of step max 1 00 m Platform step Surface grips not shown for clarity H rib MANTO panel ply woo...

Page 176: ...imensions are given in mm Attaching to MANTO panels 1 To attach the step insert the pins of the Platform Step into the holes of a rib on the MANTO panel 2 Swivel the step down The grooves in the pin g...

Page 177: ...sing a 4 strand suspension Panel Clamp code 448010 MANTO Shaft Corner MANTO panel MANTO Crane Adapter code 446710 MANTO Aligning Panel Clamp code 448000 Place any infills that may be required in the m...

Page 178: ...n height you must connect the mechanics of the cor ners This way you can operate both MATNO Shaft Corners simultaneously from above with the MANTO Ratchet 36 mm Before stacking ensure that the legs of...

Page 179: ...rs old version Step 1 Return both MANTO Shaft Corners to their original formed position To do this use the MANTO Ratchet code 408780 to turn the hexagon nut w a f 36 on the MANTO Shaft Corner counter...

Page 180: ...t to the top of the MANTO Shaft Corner Step 3 Pull out the spring pin 1 from the lower MANTO Shaft Corner The uppermost MANTO Shaft Corner remains in the original position 1 Step 4 Screw the upper Cou...

Page 181: ...aft Cor ner Connect the legs of the MANTO Shaft Corners with 2no Bolt M16x35 with Nut 8 8 code 603623 7 Tighten the bolts and nuts hand tight 4 5 6 7 Ensure that the MANTO Shaft Corners lie on top of...

Page 182: ...tep 1 Return both MANTO Shaft Corners to their original formed position Do this by turning the hexagon nut w a f 36 on the MANTO Shaft Corner counter clockwise as far as it will go The legs of the MAN...

Page 183: ...ely counter clockwise The holes in the hexagon nut should face the tip of the MANTO Shaft Corner 1 5x approx Step 5 Place the upper MANTO Shaft Corner 4 on the lower MANTO Shaft Corner 5 Make sure tha...

Page 184: ...t formwork Unless stated otherwise all dimensions are given in mm Step 6 Insert an M16 60 Bolt 8 through the hole in the head of the hexagon nut and tighten Tighten the 2no M16 35 bolts in the legs as...

Page 185: ...by crane with a single lift without having to release the panel connections The formwork is released from the wall by retracting the shaft spindles The retracted spin dles and the hinged connections r...

Page 186: ...l if required 200 900 750 650 350 350 200 Minimum dimension 1 45 m Up to a formwork height of 3 30 m one shaft spindle is positioned in every direction Connect the MANTO Outer Corner with a Panel Clam...

Page 187: ...h blue marking 500 800 1100 1400 1700 2000 50 200 Centre Tube Waler Bolt D20 code 420000 Spring Cotter Pin 4 code 173776 200 Left Spindle code 524710 with red marking Min 100 mm Max 300 mm during inst...

Page 188: ...the outer formwork and Platform Beam 200 300 Telescopic for the inner formwork Platform Beam 200 300 Tele scopic Folding Scaffold Bottom platform supplied on site Outer formwork on the Folding Scaffo...

Page 189: ...rm Beam The Platform Beam is produced specifically for each project For Safe Working Load refer to the table on page 190 Configuration limits The following specifications apply to the Platform Beam 40...

Page 190: ...14 14 1 2 3 4 5 6 7 8 170 Shac kalah List of spare parts 1 KB Outer Beam 150 code 600332 2 KB Inner Beam 185 code 600333 3 KB Latch code 600331 4 Bolt 30 code 600334 5 Washer 30 code 600335 6 Split Pi...

Page 191: ...l assembly for a shaft 2 00 m wide and 6 80 m long with 6 60 m high formwork Girder Platform Beam 200 300 Tele scopic code 600330 L F 5300 L k 750 L k 750 L 6800 H 6600 W 2000 Also refer to maximum sh...

Page 192: ...of collapse The Tie Cone has to be tied in a way that is suitable to the site conditions Tie the Tie Cone according to approval no Z 21 6 1854 2017 03 17 and or other local regulations Please check y...

Page 193: ...0 0 90 0 90 0 60 0 70 0 80 0 90 0 90 0 90 Width of shaft W 2 50 m Length of shaft L m 3 80 4 60 5 40 6 00 6 20 6 20 4 60 5 40 6 20 6 30 6 30 6 30 Length of field LF m 2 60 3 20 3 80 4 20 4 40 4 40 3 2...

Page 194: ...ystem is described here The ties are operated from the advancing side When formwork is not stacked tying can be done from the closing side in most cases When using stacked formwork it is advisable to...

Page 195: ...imensions are given in mm MANTO Step 3 Place the tie rods which have been pre adjusted as shown on page 105 in the tie nut holder Step 4 Install lifting devices struts and platforms including inner gu...

Page 196: ...mwork Unless stated otherwise all dimensions are given in mm Step 5 Install the slings Check that the slings do not damage other components or get tan gled Step 6 Raise the formwork upright in a safe...

Page 197: ...on and secure the struts using suitable anchors WARNING Risk of injury from collapsing formwork The formwork can topple over if the Alignment Struts are not anchored properly Appropriate anchors to su...

Page 198: ...d otherwise all dimensions are given in mm Step 9 Assemble the closing side on timber beams on the ground Step 10 Attach e g PLATINUM 100 Tie Nuts Advancing Side code 604196 Refer to the design scheme...

Page 199: ...hown uses timber boards as guardrails for illustration only Other edge protection systems can be used to comply with local regulations Step 12 Install lifting devices When transporting loads with two...

Page 200: ...Closing Side Screw the tie rods all the way into the PLATINUM 100 Tie Nuts Advancing Side on the opposite of the formwork Screw the counter nut from the PLATINUM 100 Tie Rods G2 onto the thread of the...

Page 201: ...ons are given in mm MANTO Step 15 Release the lifting device and install any toe boards on the internal edge protection if required Step 16 Move the interior guardrail on the Universal Formwork Platfo...

Page 202: ...o the ground after it is raised upright preventing it from collapsing MANTO panel Alignment Struts MANTO Crane Adapter code 446710 Step 3 If no pouring platforms are be attached the MANTO formwork can...

Page 203: ...he ground Suitable anchors to the ground Step 5 If required attach further MANTO panels anchor to the ground A and connect to the first panels with Aligning Panel Clamps B Step 6 Connect the proper pl...

Page 204: ...place of use Counter Post code 600814 WARNING Risk of injury from overturning formwork Do not release the Crane Adapter from panels which do not have Alignment Struts until all ties are securely fixed...

Page 205: ...es B connecting the part of the formwork to be removed Step 4 Release the closing formwork from the wall Lifting can now start Closing formwork max 60 A A B B B B B B B B WARNING Risk of injury from o...

Page 206: ...is the best tool for removing concrete residue from the form sheet Use caution to ensure that the tool does not damage the form sheet A scraper or a hard brush is the best tool for cleaning the steel...

Page 207: ...strap 20 1 2 Bundled panels only MANTO G1 and G2 MANTO Loading Adapters are used to transport bundles of MANTO G1 and G2 panels by crane The MANTO Loading Adapter combined with 4 string suspensions al...

Page 208: ...ed as shown here Lifting multiple connected MANTO panels with the MANTO Loading Adapter is not permitted The separate operating instructions of the MANTO Loading Adapter have to be fol lowed 20 1 4 As...

Page 209: ...anel joint or adjacent to a vertical profile in such a way that the Crane Adapter cannot slide inwards The maximum permitted load of the MANTO Crane Adapter code 446710 is 10 00 kN Step 1 Open the saf...

Page 210: ...ching a textile sling to the lifting eyes on the MANTO Hinged Corners MANTO Hinged Corner Lifting eye WARNING Risk of injury from falling formwork elements When transporting lifting single Hinged Corn...

Page 211: ...element MANTO Shaft Corner Lifting eye Textile sling WARNING Risk of injury from falling formwork elements When transporting lifting thread the textile sling through the lifting eye Attaching a MANTO...

Page 212: ...Crane Adapters to all four sides of the formwork WARNING Warning When lifting MANTO shaft formwork the internal angle of the crane slings should not exceed 60 Do not exceed the WLL of the MANTO Crane...

Page 213: ...herwise all dimensions are given in mm MANTO Example Shaft formwork with MANTO Shaft Corners Panel Clamp code 448010 MANTO Shaft Corner MANTO panel MANTO Crane Adapter code 446710 MANTO Align ing Pane...

Page 214: ...Lattice Box code 548480 The Euro Lattice Box can be moved with the Euro Trolley 20 4 2 Components 1 00 m long Components 1 00 m long such as EUROPLUSnew Props PROTECTO Railing Posts etc should be stor...

Page 215: ...to prevent them from slipping during transport The PROTECTO Mesh Panel Rack cannot be moved with the Euro Trolley The PROTECTO mesh panels must be place on top of one another without any gaps and flu...

Page 216: ...ace it on the first PROTECTO mesh panel Align the PROTECTO mesh panels such that they are flush to one another 180 Step 4 Continue to stack the PROTECTO mesh panels turning each panel 180 from the pre...

Page 217: ...d components are not used again 22 Technical data 22 1 Permitted fresh concrete pressure for MANTO Tie Rod Concrete pressure profile Panel height m Permitted fresh concrete pressure kN m2 Maximum defl...

Page 218: ...tie holes Refer to section 4 on page 49 A mixture of DW 15 and DW 20 tie rods on one site is not permitted Warranty can only be granted for original tying equipment delivered by H n nebeck Compliance...

Page 219: ...219 Unless stated otherwise all dimensions are given in mm MANTO...

Page 220: ...06 Closing formwork 198 MR Tie 101 PLATINUM 100 Tie 107 Column Angle Waler see MANTO Column Angle Waler Columns 144 Column Waler Bolt 29 Usage 150 Column Waler Wedge Description part code 29 Usage 150...

Page 221: ...tion part code 45 Usage 208 MANTO Front Tie Nut 39 MANTO G3 DW Insert Description part code 42 Usage 97 MANTO G3 Lifting Pin Description part code 45 Usage 207 MANTO G3 M Description 56 Inner corner 1...

Page 222: ...et 30 168 PLATINUM 100 Platform 166 Universal Formwork Platform 167 Platform Railing Description part code 31 Usage 174 Platform step see PLATINUM 100 Platform Step PLATINUM 100 Adjustment Clip Descri...

Page 223: ...ANTO Taper Tie Tension Nut Description part code 29 Usage 142 Tie cone Description part code 33 Usage 192 Tie Nut 230 39 Tie Nut DW 20 150 40 Tie pattern 62 Tie Rod DW 15 40 Tie Sleeve Description par...

Page 224: ...with new regulations other safety guidance s or industry advancements The processes set out in the documents should only be undertaken by qualified au thorised personnel The information contained in...

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