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Mills Estruturas e Serviços de Engenharia S.A.

The copying of this publication by any means or process is forbidden, even if

partially, without previous and written authorization both of the owners and the

intellectual authors.

THIS MANUAL WAS PRODUCED AT

ENGENHARIA NACIONAL

Mills Estruturas e Serviços de Engenharia S.A.

Estrada do Guerenguê, 1381 - Curicica

22713-001 - Rio de Janeiro | RJ

Tel: (21) 2132-4338

www.mills.com.br

SUPERVISED BY

Avelino Pinto da Silva Garzoni

ENGINEERING DIRECTOR

Vinícius Monteiro

ENGINEERING MANAGER

Claudinei Palma de Lima

TECHNICAL MANAGER

Miguel Henrique de Oliveira Costa

TECHNICAL COORDINATOR

Cardec Barcelos Lomeu Bastos

TECHNICAL COORDINATOR

Mário Luiz Sartorio Valiati

DESIGN COORDINATOR

TITLE

USE AND ASSEMBLY MANUAL |

TS MILLS SYSTEM

ISSUE 2

Maio - 2016 | Edição 2 — 04.09.05.2016

TECHNICAL TEXT

Cardec Barcelos Lomeu Bastos

Claudinei Palma de Lima

Mário Luiz Sartorio Valiati

DESIGNS, ASSEMBLIES AND ILLUSTRATIONS

João Gabriel Coelho de Salles Victor

Laryssa da Cunha Macedo

Priscilla dos Santos Oliveira

Roberta da Costa Melo

DESIGNS, ASSEMBLIES AND ILLUSTRATIONS

André Durval de Andrade

Gustavo dos Santos Araújo

Jeisson Alves de Carvalho

Laryssa da Cunha Macedo

Marcelo Amancio Lages

Priscilla dos Santos Oliveira

Roberta da Costa Melo

Robson Ferreira das Neves

Thaís Cristina de Carvalho Araújo

Márcia Rita Santanna da Silva

TEXT EDITION

Laryssa da Cunha Macedo

Priscilla dos Santos Oliveira

Roberta da Costa Melo

COLLABORATORS

Wagner de Oliveira

Yuri de Amorim

REVISION

Cardec Barcelos Lomeu Bastos

Claudinei Palma de Lima

Bruno da Costa Ribeiro

Mário Luiz Sartorio Valiati

Summary of Contents for TS MILLS

Page 1: ...TS MILLS USE MANUAL Infrastructure...

Page 2: ...USE MANUAL TSMILLS...

Page 3: ...iati DESIGN COORDINATOR TITLE USE AND ASSEMBLY MANUAL TS MILLS SYSTEM ISSUE 2 Maio 2016 Edi o 2 04 09 05 2016 TECHNICAL TEXT Cardec Barcelos Lomeu Bastos Claudinei Palma de Lima M rio Luiz Sartorio Va...

Page 4: ......

Page 5: ......

Page 6: ...L FOR TS 28 DTT VISUAL IDENTIFICATION FOR TS 29 DTT USE RULE 31 SHOES 33 FIXED SHOE 34 ADJUSTABLE SHOE TS ELONGATED SHOE 35 USE OF ADJUSTABLE AND ELONGATED SHOES IN UNEVEN SUPPORT 36 SUPPORTS FOR TS 3...

Page 7: ...THOUT SHOE 60 TELESCOPIC SUPPORT II WITH AND WITHOUT SHOE 61 2T STRUT 62 ALUMILLS STRUT 63 DECK STRUT 65 ACCESSORIES FOR FIXED SUPPORT STRUTS 66 TRIPODS 67 TUBULAR TRIPOD 68 ALUMILLS TRIPOD 69 UNIVERS...

Page 8: ...REPROPPING RANGE CONTINUOUS GUIDE 92 BUCKET SUPPORT OPERATION PRINCIPLE OF THE COMPONENTS 93 ASSEMBLY STEPS 96 PIPES AND CLAMPS MILLS PIPE 97 CLAMPS 1 49 AND 2 49 CLAMP 2 49 60 CLAMP 98 TYING COLUMN...

Page 9: ...WITH TOWER 111 INNER YOKES 114 BEAM LOCKING 115 SOUND SLABS PROPPING 119 BRACING WITH STRUTS 120 BRACING WITH TOWERS 121 MIXED PROPPING DOUBLE AND SINGLE BASE PROPPING 122 SAFETY RECOMMENDATIONS SAFET...

Page 10: ......

Page 11: ...uminum beams and accessories It is ideal for the propping of slabs and beams of building works residential commercial or industrial because it enables a high productivity index due to the handling fac...

Page 12: ...SITUATION 1 Propping of slabs and beams molded in loco The TS Mills System has the right solution for your in loco molded slab and beam independently of the dimensions we have a wide array of equipmen...

Page 13: ...O BALAN O HIDR ULICO 12 www mills com br SITUATION 2 Prestressed slab propping With a light propping comprised of struts and towers we can give the practicality that your slab requires DETAIL Propping...

Page 14: ...labs The TS Mills System has a line of equipment and accessories allowing using the same conventional propping in flat slabs to comprise the repropping providing more agility to the works allowing the...

Page 15: ...N O HIDR ULICO 14 www mills com br SITUATION 4 Slab propping with structural brickwork With a light propping comprised of struts and towers we can provide the agility that your work requires DETAIL Be...

Page 16: ...ION 5 Locking of pillars and beams As an integrating part of the TS MILLS System we have a line of equipment directed to the locking of Pillars and Beams allowing more safety and agility for your work...

Page 17: ...ular frames by X diagonal elements The assembly formed by two frames and two diagonal elements DX is called module Its multiple models measures and accessories offer assembly alternatives that meet se...

Page 18: ...ab propping with two modules towers interconnection Inner beam propping with tower with a module Since it is a practical safe and easily assembled system it does not require specialized labor Therefor...

Page 19: ...Width L HEIGHT H Weight Load 1 TS 3A 1537 mm 1500 mm 18 600 kg 20 kN post 2 TS 3B 1537 mm 1250 mm 16 820 kg 20 kN post 3 TS 3C 1537 mm 1000 mm 14 100 kg 20 kN post 4 TS 4A 990 mm 1500 mm 16 050 kg 20...

Page 20: ...RAESTRUTURA 19 MILLS ESTRUTURAS E SERVI OS DE ENGENHARIA S A STANCHIONS UNION LEGS STEP CROSSPIECES DIAGONAL ELEMENTS LOCKS STANCHION Page 21 SHOES P gina 31 DX DIAGONAL ELEMENTS Page 23 NOMENCLATURE...

Page 21: ...DR ULICO 20 www mills com br 02 TS FRAME MODELS WIDTHS 1 50 m 1 00 m HEIGHTS 1 00 m TS 3C FRAME 13 417 kg TS 4C FRAME 11 221 kg 1 25 m TS 3B FRAME 16 141 kg TS 4B FRAME 13 598 kg 1 50 m TS 3A FRAME 17...

Page 22: ...ened with 0 8 mm x 2 screw MATERIAL Cast iron PINTURA HP Super dip paint MATERIAL Carbon steel PAINTING HP Super dip painting TS FRAME FOR BELTED STANCHION old model When using the belted stanchion th...

Page 23: ...w mills com br 2 1 2 1 STANCHIONS ASSEMBLY STEP 1 Tower elevation I Fit the stanchion A in the upper part of the frame and attach with the screw B II The upper frames should be fitted in the stanchion...

Page 24: ...width x height plan of the TS frame See table below with the modulations of the DX diagonal elements 2 1 3 DX DIAGONAL BRACING ELEMENTS Element responsible for the bracing connection of the TS frames...

Page 25: ...C 1 25 m DISTANCE BETWEEN FRAMES 1 00 m DX 1 0 A DX 1 0 BC 1 00 m 1 44 m 3 966kg 1 21 m 1 00 m 3 342 kg 1 55 m DX 1 5 A DX 1 5 BC 1 55 m 1 88 m 5 011 kg 1 55 m 1 71 m 4 564 kg 2 05 m DX 2 0 A DX 2 0 B...

Page 26: ...5 m 2 67 m 7 302 RED The DX BC should have their tips painted red STEP 1 Fitting the DX diagonal element in the TS frame I It is necessary to raise the lower lock of one of the TS frame legs to fit th...

Page 27: ...g a fundamental element for the assembly of the tower square removing its moment and torsion MATERIAL Commercial carbon steel TS TOWER TOP VIEW DTT AND TS TOWER Detail of the DTT positioned in the TS...

Page 28: ...kg 2 00 m 1 00 m DTT 2 0 4 7 247 kg DX 1 50 m 1 50 m 1 50 m DTT 1 5 3 5 4 692 kg 1 50 m 1 00 m DTT 1 5 4 4 097 kg For towers with 1 00 or 2 50 DX use tying columns to replace the DTT s DTT TS In case...

Page 29: ...D DTT 2 0 3 1 50 2 00 2 510 5 356 C DTT 2 0 4 1 00 2 00 2 220 4 863 I II BLACK YELLOW RED Red yellow black The DTS s should have their tips painted according to their modulation L 2 1 4 1 VISUAL IDEN...

Page 30: ...S modules follow the instructions of the table below as to the DTT s use rule 07 DTT USE RULE NO OF MODULES NO OF REQUIRED DTT S 3 1 4 6 2 7 9 3 10 12 4 13 15 5 16 18 6 19 20 7 20 19 18 17 16 15 14 13...

Page 31: ...crew B long enough for it to be moved away from the angle C fitting II Position the diagonal element in the TS module according to the rule described in page 29 III Fit the angle C of the DTT in the p...

Page 32: ...se of adjustable shoes is recommended in uneven grounds See page 33 Example of scaffolds assembled on a flat floor with fixed base plate SHOES FOR SCAFFOLDS The bases are used as support of the scaffo...

Page 33: ...buting the post loads of the TS frame to flat floors Example of 10 49 base plate fitting FITTING THE POST IN THE BASE FITTING IN THE BASE The post should be fitted in the base rod TOP VIEW OF THE BASE...

Page 34: ...ides excellent stability and is indicated in situations of less consistent soils TOP VIEW OF THE ADJUSTABLE SHOE BASE 100 mm 130 mm Example of fitting of the post in the adjustable base FITTING IN THE...

Page 35: ...use one frame height TOP VIEW OF THE ELONGATED SHOE BASE 150 mm 168 mm Example of post fitting in the adjustable base FITTING IN THE BASE The frame should be fitted in the base rod MIN 400 mm ELONGAT...

Page 36: ...SHOES ON UNEVEN SUPPORT If the floor is uneven the leveling of the entire module shall be necessary As mentioned previously the adjustable shoes are used for such purpose The leveling of the TS frame...

Page 37: ...ORTS FOR TS This is an element used to support the beamwork and transmit the load coming from this place to the TS posts and Yokes The standard opening for the supports should be at least 30 cm Only i...

Page 38: ...Support A attached to the TS post B I II A A B B DETAIL 2 TS SINGLE ADJUSTABLE SUPPORT The element only bears one beam at the time TS single adjustable support STRIPPING When using TS single adjustabl...

Page 39: ...IMUM SUPPORT OPENING M X 350 mm MIN 80 mm USED IN TS METALLIC TOWERS AND YOKES TS3 provided with double adjustable support TS single adjustable support STRIPPING When using TS single adjustable suppor...

Page 40: ...onomic and safe solution for the accomplishment of the propping of the slabs sections near the beams whether they are periphery beams of inner beams With the double base it is possible to use the exis...

Page 41: ...B THICKNESS cm 10 15 20 25 10 15 20 25 B VA165 and VA140 52 5 57 5 62 5 67 5 72 5 77 5 82 5 87 5 VA140 and VA140 50 5 55 5 60 5 65 5 70 5 75 5 80 5 85 5 VA140 and VJ3 43 5 48 5 53 5 58 5 63 5 68 5 73...

Page 42: ...cases of smaller height beams The maximum span between towers in the use of the Bracket is 2 20 m maximum 2 20 m FRONT VIEW OF TWO TS TOWERS PROVIDED WITH BRACKETS All platforms should be protected wi...

Page 43: ...crew C enough for it to be moved away from the angle fitting D II Position the bracket A in the TS post E so that the plate F stays on the post opening E III Turn the screw C to the original position...

Page 44: ...I OS DE ENGENHARIA S A 2 2 10T METALLIC TOWER As load towers in beams and slabs propping POSTS CROSSBEAMS DIAGONAL ELEMENTS LOCK STANCHION 10T Page 21 10T ADJUSTABLE SHOE Page 48 DX DIAGONAL ELEMENTS...

Page 45: ...o the support It defines the width in the plan of the tower 08 10T FRAME Description Width L HEIGHT H W Weight LOAD 1 10T A 1261 mm 1500 mm 26 685 kg 50 kN post 2 10T B 1261 mm 1250 mm 24 065 kg 50 kN...

Page 46: ...2 2 1 2 10T STANCHION As soon as the base module is assembled and level the tower elevation is started STEP 1 Tower elevation I Fit the stanchion in the frame and attach with the screw II The upper f...

Page 47: ...GONAL ELEMENTS FOR BRACING This is the element responsible for the bracing connection of the frames in the TS or 10T towers DX may also be used in TS3 and TS4 metallic towers see page 18 The modulatio...

Page 48: ...braced with tying column DTT 10T In case the DTT is not available for the 10T module the tying column should be used with 1 49 clamp according to the described rule 09 10T FRAME DOS 10T FRAMES 1 20 m...

Page 49: ...s of less consistent soils FITTING IN THE BASE The frame should be fitted in the base rod TOP VIEW OF THE ADJUSTABLE SHOE BASE 152 mm 203 mm Example of the post fitting in the 10T adjustable base ADJU...

Page 50: ...t STEP 1 Attach the 10T support I Fit the support A in orifice B 10T of the 10T frame post II Support A attached in the 10T post B I II A A B B MAXIMUM AND MINIMUM SUPPORT OPENING M X 350 mm MIN 45 mm...

Page 51: ...ent used to couple TS frames or even 10T frames in special design situations Available in the 30 and 50 cm dimensions to solve the problem of structures with a big concentration of loads and several n...

Page 52: ...ocking pin B it is necessary after fitting the DX C See step 1 on page 25 fit one of the angle ends in the pin B II Next lower the lock to fasten the coupling angle A and DX C III Position the other f...

Page 53: ...mple and safe in the metallic structures composition TS FRAMES DISTANCE BETWEEN THE SHOES TS 3 1 50 m TS 4 1 00 m DIAGONAL ELEMENTS DISTANCE BETWEEN THE SHOES DX 1 0 A 1 00 m DX 1 5 A 1 50 m DX 2 0 A...

Page 54: ...onnect the DTT to the clamps in the direction of the frames stanchions I STEP 3 Connecting the DX I Position the recommended DX C II Raise the lock D to fit the DX III Fit the DX E and lower the lock...

Page 55: ...ents The big advantage of the Millslock system is the varied composition of a few parts and it may be used in several heights adapting to any geometry or structural conception POST CROSSBEAM VERTICAL...

Page 56: ...rotection to damages caused during the moving handling and disassembly Stable and safe for propping its versatility allows several tower conceptions triangular square square on point and rectangular T...

Page 57: ...is comprised by a base pipe a telescopic pipe thread and lock pin The telescopic pipe has a continuing drilling which allows regulating the height with the help of the pin The fine adjustment is perfo...

Page 58: ...I Without plate E Strut I With plate F PA Prop G Deck prop H PB prop I Strut II J Strut II Without plate K Strut II With plate L Alumills Prop A B D E F G H I J L M C Check if the real strut opening i...

Page 59: ...ted on floors that can receive the loads transmitted by them Never use wooden shims RIGHT WRONG Never extend the struts with shoes adjustable supports or flutes RIGHT WRONG Never replace the brace pin...

Page 60: ...MODEL ABOVE Material Commercial Steel BASE PLATE Special drilling enabling attaching the supports for bracing Deck Light Panels 2 6 1 1 STRUT I WITH AND WITHOUT SHOE MINIMUM OPENING 1 70 m MAXIMUM OPE...

Page 61: ...ng the supports for bracing Deck Light Panels NUT AND LOCK PIN In order to reach the desired strut measure remove the pin and move the strut flute Turn the nut and fit the pin in the hole as required...

Page 62: ...a high load capacity Max opening Min opening Weight PA 3 25 m 2 02 m 17 08 kg PB 4 25 m 2 72 m 22 80 kg BASE PLATE Special drilling enabling attaching the supports for propping NUT AND LOCK PIN In or...

Page 63: ...t has a high load capacity see table below MINIMUM OPENING 1 80 m MAXIMUM OPENING 3 00 m BODY 60 3 mm FLUTE 50 8 mm BASE PLATE Special drilling enabling attaching the supports for propping of Deck Lig...

Page 64: ...specific manual Material Aluminum MINIMUM OPENING 4 50 m MAXIMUM OPENING 6 00 m SCREW FOR COUPLING STRUTS AND EXTENSIONS Base plate Screw M16x40 5 8 x 11 2 BASE PLATE Special drilling enabling attachi...

Page 65: ...h the desired strut measure remove the pin and move the strut flute Turn the nut and fit the pin in the hole as required Weight 25 77 kg Opening ADMISSIBLE LOAD 3 86 m 3 250 kg 3 86 m 2 450 kg 2 6 1 6...

Page 66: ...work and transmit the loads coming from it to the struts Fixed support STEP 1 Fasten the fixed support I Fit the support A in the strut hole B II Support A attached to the strut B I II A A B B The ele...

Page 67: ...ories used to position the struts at the assembly time of the slabs and beams propping Three tripod models are made available to meet the different strut numbers Each one of them holding one or more t...

Page 68: ...To open the tripod turn the moving legs A to their limit II Position the strut B supporting it on the tripod C stops III Fasten the strut B with the lock D The locks work by gravity keeping the strut...

Page 69: ...heir limit B A C C I II Position the strut B supporting it on the tripod C stops III Fasten the strut B with the lock D The locks work by gravity keeping the strut lifted IV Strut lifted with the trip...

Page 70: ...tripod turn the moving legs A to their limit A I B C C 2T Strut supported with the universal tripod Notice the detail of the tripod stops IV II B C III B D II Position the strut B supporting it on th...

Page 71: ...pports each strut 2 6 1 9 4 TRIPOD USE RULE There is no need to use tripods in intermediate struts However tripods should always be used in beams ends and laps VA 140 250 VA 140 250 VA 140 400 VA 140...

Page 72: ...stand design using the Alumills system The pitchfork propping the Aluma panel is highlighted Alumills equipped with pitchfork Always perform the wedging of the beams properly Its main function is to s...

Page 73: ...I Adjust the spindle plate A attaching the crosshead C IV Fit the spindle A in hole B of strut I base I II III IV A A C A C A B B FRONT SIDE 213 h beam bottom slab 200 working strut h Strut I with sho...

Page 74: ...204 working strut h Strut II with shoe 318 h beam bottom slab 305 working strut h MINIMUM AND MAXIMUM SUPPORT OPENING USED IN STRUT II Beam bottom 13 cm Crosshead filling CONSIDERING STEP 1 Attach the...

Page 75: ...th shoe 303 h beam bottom slab 290 working strut h 2T Strut 230 h beam bottom slab 217 working strut h MINIMUM AND MAXIMUM SUPPORT OPENING Strut equipped with T support UTILIZADA EM ESCORAS SEM CHAPA...

Page 76: ...vertical elements struts or TS towers That may be used as main beamwork also called guides or stringers or a secondary beamwork also called crossbeams or drop beams There are several types of beams o...

Page 77: ...ive light and very strong beamwork system It has several modulations as described in the table below Material Aluminum 1 2 WOODEN LATH 40x40 mm Cedar USED IN ALUMA MOLDS PROPPING AND AS GUIDES 140 mm...

Page 78: ...2 40 m 9 60 kg 3 00 m 12 00 kg 3 20 m 12 80 kg 3 50 m 14 00 kg 3 60 m 14 40 kg 4 00 m 16 00 kg 4 20 m 16 80 kg 4 50 m 18 00 kg 4 80 m 19 20 kg 5 40 m 21 60 kg 6 40 m 25 60 kg VA 165 6kg m 1 50 m 9 00...

Page 79: ...ews We present below the four models of available VJ s USED IN ALUMA MOLDS PROPPING AND AS GUIDES 13 VJ S RESISTANT PROPERTIES Beam Moment Shearing EI Weight kg m 1 VJ2 110 kgf m 1978 kg 5670 kgf m 5...

Page 80: ...ws the Tie rod B to pass within it Modulations mm Weight kg 1000 4 31 1500 6 44 2000 8 57 2500 10 72 3000 12 85 PILLAR LOCKING Notice in the detail that VJ2 A allows the tie rod B to pass within it en...

Page 81: ...ls There is also the hollow model that is it has no wood inside which is used as pillar locking USED IN PILLAR LOCKING AND BEAM SIDES Modulations mm Weight kg 1550 12 30 kg 2050 20 97 kg 2550 25 90 kg...

Page 82: ...CIPAL 2 7 2 3 VJ 5 It is normally used as Main or primary beam Modulations mm Weight kg 1550 12 05 kg 2050 16 00 kg 2550 19 85 kg 3100 24 19 kg 3300 25 76 kg 3360 28 07 kg 4100 32 37 kg A B C VJ5 Noti...

Page 83: ...RT STRUCTURE Modulations mm Weight kg 1500 30 82 kg 2050 40 72 kg 2550 50 62 kg 3100 61 50 kg 3600 71 40 kg 4100 81 30 kg SPACER TUBES They structure the beam and protect the screws TS metallic tower...

Page 84: ...y to the worker according to the standard in force It meets the safety criteria of NR 18 where the bodyguard acts as a work platform limiter DETAIL The bodyguard support should be adjusted to the beam...

Page 85: ...ND PRISM SUPPORTS The designer should always check in the inventory the availability of the Beam modulation to accomplish the design Beam I h B C Beam I mm mm mm kg m Lengths m 5 127 00 76 20 5 33 14...

Page 86: ...with geometric characteristics making it more resistant than the aluma beams Its modulations and weight are described in the table below Use of the riser in an aluma panel USED IN ALUMA MOLD AND ALUMA...

Page 87: ...ERIAL Carbon steel STEP 1 Screwing the splice I Position the plate A in the outer faces of the risers B II Screw using the 3 4 screws C III Insert the second line of risers and attach the remaining sc...

Page 88: ...ght and in width and it may serve a wide range of different beam measures through milimetric adjustments The client should notify the mold supplier on the use of the metallic fork The molds should be...

Page 89: ...locking the inner beams The inner fork may be used in struts with and without a plate Strut equipped with inner fork I B A II A C Maximum opening 350 mm Minimum opening 210 mm MINIMUM AND MAXIMUM FORK...

Page 90: ...d for propping and locking of periphery beams Periphery Beam Fork Thread and pin for adjusting the outer part of the periphery fork Support for bodyguard Adjustment of the outer part in the periphery...

Page 91: ...ouple the pitchfork C to the periphery fork post D III Perform the pitchforks fine adjustment C so that they are leveled I B A III C II D C 700 mm DETAIL A Up to 700 mm beams observing the height of t...

Page 92: ...The guides act as a support for the plastic buckets and are supported on the secondary beamwork 2 8 2 1 1 GUIDES FOR 3 CM AND 7 5 CM REPROPPING RANGE The repropping support fits in their two ends Len...

Page 93: ...s and guides are removed it shall act as repropping along with the Strut 2 8 2 1 3 1 OPERATION PRINCIPLE OF THE COMPONENTS The lock is intended to keep the height alignment between the support and the...

Page 94: ...RAS E SERVI OS DE ENGENHARIA S A ALUMA BEAM 2 8 2 1 3 2 ASSEMBLY STEPS SUPPORT WITH CLOSED LOCK STEP 2 Placing the metallic guides in the plastic molds and supports for repropping STEP 1 Assembly of t...

Page 95: ...om br STEP 3 Placing the struts in the repropping support STEP 4 Placing the plastic molds System ready to receive the concrete TRUT Atex 65 x 62 and 60 x 57 troughs are used for guide and support hav...

Page 96: ...propping removal starting with the removal of the frames and beams First the continuing guides should be removed then the repropping guides and the buckets should be removed STEP 6 Removal of the met...

Page 97: ...an mention the tying of scaffolds propping in confined spaces increase of assemble rigidity and others Material Carbon steel 3 m m DETAIL 1 PIPE DIMENSION Diameter 48 30 mm Thickness 3 mm 48 30 mm PIP...

Page 98: ...pipes in the crossbeams 360 The 2 49 clamp allows a pipe to rotate 360 against the other 2 9 2 1 2 49 60 CLAMP In order to be attached to 48 pipes and in the Millstour post the use of the 2 49 60 cla...

Page 99: ...onal assembly standards The tying columns range from 0 50 to 6 00 meters in multiples of 0 50 m Length m Weight kg 0 25 0 73 0 50 1 45 0 75 2 17 1 00 2 9 1 25 3 63 1 50 4 35 1 75 5 08 2 00 5 8 2 25 6...

Page 100: ...ocedures for inspecting the clamps Mills PI 001 B A MATERIAL A o SAE 5160 The 2 49 clamp should only be used when there are interferences that do not allow the attachment of the vertical pipes in the...

Page 101: ...ed with a thread it allows practical and accurate adjustment HANDLES They enable to adjust the plumbing device extension MOVING BASE The angle may be changed to facilitate at the time of the attachmen...

Page 102: ...lements used mainly for locking the beams Wing nut Support plate Metallic clip NOE TIE ROD MODULATIONS Lengths cm 25 50 75 100 125 150 175 200 225 250 275 300 TIE ROD MAXIMUM ADMISSIBLE LOAD 70 kN 700...

Page 103: ...cm from axle to axle h D1 D2 e 0 58 0 94 1 30 0 58 1 34 0 60 0 84 0 76 1 97 0 54 0 75 0 63 2 53 0 50 0 70 0 56 3 04 0 48 0 66 0 51 3 51 0 46 0 64 0 47 3 96 0 46 0 63 0 45 4 34 0 53 0 73 0 38 0 16 0 0...

Page 104: ...ntractor s responsibility VJ3 Plumbing device head Plumbing device base Rectangular pillars with one of the faces of up to 120cm long should have at least 3 plumbing devices 2 on the largest side and...

Page 105: ...d easy to assemble but some width height and length limitations of the beams should be complied with DETAIL 60 cm CROSSHEADS AND T SUPPORT Their use in peripheral beams should be limited to the beams...

Page 106: ...rs positioned with eccentricity partial or total should be guyed This guying should be done in order to prevent the movement of the secondary beamwork Back view of a periphery beam propped with towers...

Page 107: ...to support the side propping of the beam mold normally made in wood and positioned at 45 at least a width equal to the height of the beam that is being propped to the outer structure side This procedu...

Page 108: ...inner post with the purpose of propping the slabs All technical information of the forks is available on pages 87 LOCKING Lock with tying column and clamps between the forks and adjoining towers in o...

Page 109: ...smaller B and 6 00 meters long or smaller may be propped with struts and T support See DETAIL In 6 00 and 10 00 meters long inner beams we should position at least a tower in the middle of the span t...

Page 110: ...ould use the solution with towers main beamwork and secondary beamwork See figure below The ideal option in a propping design using towers is to mix towers with struts Overview of the inner beam propp...

Page 111: ...be set regarding the acting loads and according to the resistance of the beam bottom mold SECONDARY BEAMWORK Knowing how the mold shall be structured before starting the propping design it is possible...

Page 112: ...ontal plane A Beam height 20 cm bottom 25 cm bottom 30 cm bottom 60 cm 80 80 80 70 cm 70 70 70 80 cm 70 70 70 90 cm 60 60 60 100 cm 60 60 60 Practical table with the maximum beam bottom spans set span...

Page 113: ...ight 20 cm bottom 25 cm bottom 30 cm bottom 60 cm 120 120 120 70 cm 120 120 120 80 cm 110 110 110 90 cm 100 100 100 100 cm 100 100 100 Practical table with the maximum beam bottom spans set spans Dime...

Page 114: ...height RE Q U IRE M E NTS FOR THE CLIE NT S MOLDS Scheme of inner beams propped with inner forks Some parts of the concrete structure were removed for better visualization AT T E NT ION T he client s...

Page 115: ...beam locking I Position a metallic clip A in the wooden structure B II Next fit the tie rod C through the metallic clip pipe A III After fitting the tie rod C place the wing nut D DETAIL I B A II C A...

Page 116: ...61 61 61 10 459 48 8 48 8 61 61 61 61 61 11 485 48 8 48 8 61 61 61 61 61 12 510 48 8 48 8 61 61 61 61 61 13 536 40 6 40 6 48 8 61 61 61 61 14 561 40 6 40 6 48 8 61 61 61 61 15 587 40 6 40 6 48 8 61 6...

Page 117: ...44 55 55 55 55 55 12 510 44 44 55 55 55 55 55 13 536 44 44 55 55 55 55 55 14 561 44 44 55 55 55 55 55 15 587 44 44 55 55 55 55 55 16 612 44 44 55 55 55 55 55 18 663 44 44 55 55 55 55 55 20 714 44 44...

Page 118: ...244 cm Following that rule we shall always have a secondary beamwork in the plates splice SITUATION 2 Pay attention to the plywood plates splice Overlapping of secondary beamwork In the case of proppi...

Page 119: ...e ends of the secondary beams should be away from the concrete beam side face between 20 and 40 cm when the beam mold is assembled In case the beam or wall is stripped therefore without any support to...

Page 120: ...15 cm see figure below The minimum overlapping among the main beams should be 15 cm The maximum distance between the struts and the concrete beams faces should be 80 cm 3 3 1 BRACING WITH STRUTS In si...

Page 121: ...lution indicated in situations where the PD is higher higher than 4 50 m because in such cases the use of steel struts is not possible For situations such as these there is an alternative that is the...

Page 122: ...SERVI OS DE ENGENHARIA S A 3 3 3 MIXED PROPPING Solution stated when the propping support is not totally leveled which confuses the positioning of the tripods The use of some towers helps in the stabi...

Page 123: ...ly activity or are users of the access scaffold The concern with the scaffold assembly disassembly process is in assuring to the assembler and his users safety and the quality of the structure to be a...

Page 124: ...Fixed Shoe 2000317 110275 0 82 TS adjustable shoe 2000310 110276 3 34 10T adjustable shoe 2001268 110279 8 71 Elongated shoe 2000311 110277 4 75 TS 3A w stanchion TS 3B w stanchion TS 3C w stanchion...

Page 125: ...12 07 15 37 13 60 11 22 10TA 10TB 10TC 2001259 2001260 2001261 110252 110253 110254 26 62 24 01 18 07 TS Stanchion 2000349 110326 0 35 10T Stanchion 2001296 110327 0 72 DX Diagonal Element 1 0 m A 1...

Page 126: ...T Diagonal Element 1 5 3 5 1 5 4 2 0 3 5 2 0 4 2000306 2000307 2000308 2000309 110266 110268 110267 110269 4 69 4 10 5 36 4 86 Bracing Bracket 2000347 110316 15 34 Coupling angle 0 30 m 0 50 m 2001301...

Page 127: ...d shoe 2000314 110388 24 40 Strut II former 2001351 110387 18 75 Strut 2T 2001352 110390 17 80 Deck Prop 2001540 110802 25 00 Alumills Prop 1 90 3 00 m 2 20 4 00 m 3 00 4 50 m 4 00 5 80 m 4 50 6 00 m...

Page 128: ...4 50 m 2000345 110447 18 00 4 80 m 2002587 110453 19 20 5 40 m 2002588 110454 21 60 6 40 m 2002589 110455 25 60 VJ2 1 00 m 2000331 110410 4 39 1 50 m 2000332 110411 6 58 1 55 m 2001375 110418 8 37 2...

Page 129: ...60 m 2001381 110435 70 92 4 10 m 2001382 110436 80 77 Aluma 1 90 m 2002579 110879 11 40 2 60 m 2001195 110882 15 30 3 00 m 2001734 110886 18 00 3 80 m 2001738 110890 22 80 4 80 m 2000898 110892 28 80...

Page 130: ...000000 312 0 7 I Beam 1 00 m 1 50 m 2 00 m 2 50 m 3 00 m 3 50 m 4 00 m 4 50 m 2001320 2001321 2001322 2001323 2001324 2001325 2001390 2001315 0000000 0000000 0000000 0000000 0000000 0000000 110368 110...

Page 131: ...M ETM Riser Splice Plate 2002603 120432 2 50 Fork for inner beam 2001360 110403 5 68 Fork for periphery beam 2000371 110338 17 0 Bucket guides 30 1 45 m 1 60 m 0 40 m 0 72 m 0 80 m 2003261 2000441 200...

Page 132: ...rt 30 2000446 110476 1 34 Support for bucket guide 75 2000369 110475 1 65 Guide for bucket 75 1600 mm 1450 mm 800 mm 720 mm 400 mm 2000364 2000365 2000366 2000367 2000368 110469 110468 110467 110466 1...

Page 133: ...O 132 www mills com br Item SAP Weight kg MM ETM Double base for support 2000318 110394 4 56 10T adjustable support 2001271 110283 10 28 T Support 2000315 110391 5 80 Fixed Support 2000316 110392 1 02...

Page 134: ...A 133 MILLS ESTRUTURAS E SERVI OS DE ENGENHARIA S A Item SAP Weight kg MM ETM Universal tripod 2000433 110407 13 50 Alumills Tripod 2001170 110830 18 20 Alumills Pitchfork 2001653 110829 4 10 Crosshea...

Page 135: ...0 m 5 00 m 5 50 m 6 00 m 2001277 2001272 2001273 2000352 2001274 2000353 2001275 2000354 2001276 2000355 2000356 2000357 2000358 2000359 2000360 2001278 2000361 110284 110285 110286 110287 110288 1102...

Page 136: ...ILLS ESTRUTURAS E SERVI OS DE ENGENHARIA S A Item SAP Weight kg MM ETM Pillar plumbing device II 2000427 110483 13 57 Fixed bodyguard support for VJ 2000322 110311 7 10 Anchoring nut 2000683 110612 0...

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Page 138: ...NATIONAL ENGINEERING...

Page 139: ...lified teams to help in the works planning design detailing assembly supervision and technical guidance supply mills com br A segment of residential commercial industrial and offshore works offering a...

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