Encofrado Horizontal CC-4(INGLES) OK.qxp - Uni-span
Contents
1. 53 Construcci n CC 4 Horizontal Formwork Supplies and replacements Board ALUPROP Prop Plywood 1 25 x 2 5 x 0 021 Beto 40 7 1940166 ALUPROP Prop 1 65 2 8 We 2220010 Plywood 1 25 x 2 5 x 0 018 Beto 34 9 1940198 ALUPROP Prop 2 2 3 7 216 2220020 ALUPROP Prop 3 3 4 8 25 4 2220030 ALUPROP Prop 4 5 6 0 29 6 2220040 90 6 CC Filler J 1870112 lu E Filler 70 x 35 x 21 0 031 1870260 Universal tripod 11 2 2220090 of Plastic plug 42 0 007 1904100 Plastic handrail support 0 1 Other components Lifting fork CC Sal 1870185 Shoring elements WEIGHT kg CODE EP Prop EP Prop C 25 14 6 2200048 Supporiia fame EP Prop C D 30 16 5 2200000 Supporting transversal CC 1 5 9 8 1870999 EP Prop C D 35 21 2 2200068 Supporting transversal CC 0 75 5 5 1870990 EP Prop C D 40 231 7 2200012 EP Prop C D 45 29 1 2000084 EP Prop C D 50 31 7 2200057 EP Prop C E 30 18 9 2200023 EP Prop C E 40 26 4 2200033 Infilling support CC 25 1870205 54 V U L MA Construcci n CC 4 Horizontal Formwork Using the Components in the CC 4 Panel and CC 4 Ply Systems Denomination CC 4 PANEL Denomination CC 4 PANEL Drophead CC Drophead CCT Beam CC 2 32 Beam CC 1 57 Transversal CC TE 1 5 Transversal CC TE 0 75 Transversal CC TR 2 075 Transversal CC TR 1 5 Transversal CC TR 0 75 Panel CC 1 5 x 0 75 Panel CC 0 75 x 0 75 Panel CC 1 5 x2. CC 4 Horizontal Formwork Light safe and fast recoverable formwork with excellent finishes Construcci n IU ULMA IMPORTANT Any safety provisions as directed by the appropriate governing agencies must be observed when using our products The pictures in this document are snapshots of situations at different stages of assembly and therefore are not complete images For the purpose of safety they should not be deemed as definitive All of the indications regarding safety and operations contained in this document and the data on stress and loads should be respected ULMA Construcci n s Technical Department must be consulted anytime that field changes alter our equipment installation drawings The loads featured in this document related to the basic elements of the product are approximate Our equipment is designed to work with accessories and elements made by our company only Combining such equipment with other systems is not only dangerous but also voids any or all our warrantees The company reserves the right to introduce any modifications deemed necessary for the technical development of the product All rights reserved Neither all nor part of this document may be reproduced or transmitted in any way by any electronic or mechanical procedure including photocopy magnetic recording or any other form of information storage or retrieval system without the written permission of ULMA Construcci n CC 4 Ho
3. 19 CC 4 Horizontal Formwork Solution with Perimeter clamp The Perimeter clamp CC on the Beam CC is used as an alternative to the Perimeter beam CC As with Perimeter beams CC the assembly can be carried out starting from a Drophead CC in the direction of the Beams CC or from the 90 assembly from a Beam CC perpendicular to the Beams CC The Perimeter clamp CC is always assembled on a Beam CC The maximum distances at the end of the slab are 0 75 m when using a 2 32 m Beam CC and 0 5 m when using a 1 57 m Beam CC Safety handrail Beam CC 2 32 1 5 Perimeter clamp CC Clamp CC Prop Inclined prop 20 V U L MA Construcci n CC 4 Horizontal Formwork m Safety elements Fixing hook CC Clamp CC This part has the same purpose as the Clamp CC when It is an element to fasten beams assembled at 90 to it is installed on the drophead to prevent the beams prevent the beams placed on the perimeter from situated on the perimeter from overturning overturning It has a socket for a reinforcement prop Head CC FD Tie piece CC LD The Head CC FD is an auxiliary head to install additional It is an element that is inserted and fixed on the lower props either under beams or between panels if part of the perimeter beam to anchor the beam to the necessary The most common use is to reinforce a beam slab with a cable or chain It is a useful element for the in a 90 assembly perimeter solu
4. 9 Avenue Larregain ZI de Monhauba 64140 LONS Phone 33 5 59 62 71 97 Fax 33 5 59 13 84 33 Tarnos Branch 35 Rue de l Industrie Z I de Tarnos 40220 TARNOS Phone 33 5 59 64 44 45 Fax 33 5 59 64 44 84 Italy ALPI S PA Zona Industriale Est 39035 MONGUELFO BZ Phone 39 0474 947 400 Fax 39 0474 947 499 www alpionline net Kazakhstan ULMA Kazakhstan 01000 ASTANA 25 Tashenova St 4 floor offices 7 9 Phone Fax 7 7172 58 05 19 Phone 7 7172 37 93 48 www ulma c kz Poland ULMA Construccion Polska S A 03 115 WARSAW ul Klasyk w 10 Phone 48 22 506 70 00 Fax 4822 814 31 31 www ulma c pl WSCH D REGION WARSZAWA Branch Warszawa Office 03 197 WARSAW ul Laurowa 39 Phone 48 22 506 72 50 Fax 48 22 747 1916 Olsztyn Office Phone 48 504 212 467 LUBLIN Branch Lublin Office 20 327 LUBLIN ul Wronska 2 Phone 48 81 749 72 90 Fax 48 81 744 04 90 Bia ystok Office Phone 48 504 212 153 Construcci n ZACH D REGION POZNAN Office 61 317 POZNAN ul Ostrowska 484 Phone 48 61 838 75 30 Fax 48 61 863 01 60 Bydgoszcz Office 85 739 BYDGOSZCZ ul Fordonska 199 Phone 48 52 323 76 80 Fax 48 52 345 25 65 GDANSK Branch Gdansk Office 80 298 GDANSK ul Budowlanych 27 Phone 48 58 522 78 00 Fax 48 58 667 02 04 Szczecin Office 70 676 SZCZECIN ul Gerarda Merkatora 7 Phone 48 91 485 77 30 Fax 48 91 46
5. SOLUTION WITH BEAM CCW GRID Transversal CC TR 2 075 2 075 x 2 075 Transversal CC TR 1 5 2 075 x 1 5 Transversal CC TR 0 75 2 075 x 0 75 Transversal CC TR 2 075 1 5 x 2 075 Transversal CC TR 1 5 IRS eo Transversal CC TR 0 75 1 5 x 0 75 A CC 4 Ply System Grid V ULMA Construcci n 31 The maximum slab thickness feasible with each grid depends on the grid dimensions the board used and the desired finnish quality Maximum slab thicknesses Below is a list of the maximum slab thicknesses with the Beam CC 2 32 and Transversals CC TR with various distances between them and different boards Transversals mm Type of board BIRCH 15 mm BETO 18 mm BETO 21 mm Beam CC 2 32 x Transversal CC TR 2 075 31 580 Beam CC 2 32 x Transversal CC TR 1 5 37 44 44 Beam CC 2 32 x Transversal CC TR 0 75 51 52 75 Beam CC 2 32 x Transversal CC TR 2 075 31 31 31 464 Beam CC 2 32 x Transversal CC TR 1 5 44 44 44 Beam CC 2 32 x Transversal CC TR 0 75 80 80 90 Construcci n Working load tables for CC 4 Ply System As an example the following table includes the finish quality for 7 Group 7 each slab thickness with the Beam CC 2 32 and different Transversals 6 Group 6 CC TR with a separation of 580 mm between them according to 5 Group 5 DIN 18202 using different types of boards _ Restricted Load restrictions Distance BEAM CC 2 32 SA EI Transversal CC TR 2 075 Transversal CC TR 1 5 Transversal CC TR 0 75 Transv
6. a 934 of 70 ANTOFAGASTA Phone 56 5 5246770 Fax 56 5 5246960 Sur Branch O Higgins 940 of 904 CONCEPCION Phone 56 4 12522930 Fax 56 4 12228321 USA ULMA Form Works Inc 58 Fifth Avenue Hawthorne NEW JERSEY 07506 Phone 1 973 636 2040 Fax 1 973 636 2045 www ulma c us West Branch Phoenix 1530 West Houston Avenue Gilbert ARIZONA 85233 Phone 1 480 304 4942 Fax 1 480 304 4948 Mid Atlantic Branch Baltimore 8235 Patuxent Range Road Jessup MARYLAND 20794 Phone 1 443 296 9852 Fax 1 443 296 9860 Mexico ULMA Cimbras y Andamios de M xico S A de C V V a Gustavo Baz Prada 2160 Acceso 5 54060 Col La Loma TLALNEPANTLA Mexico State Phone 52 55 5361 6783 Fax 52 55 2628 3549 www ulma c com mx Peru ULMA Encofrados Per S A Av Argentina 2882 LIMA Phone 51 1 613 6700 Fax 51 1 613 6710 www ulma c com pe Norte Branch Ctra Pomalca km 2 7 Chiclayo LAMBAYEQUE Phone 51 7 460 8181 Fax 51 7 460 8182 ASIA AFRICA P R China ULMA Formworks China R O 1009 Fortunegate Mall 1701 West Beijing Road SHANGHAI 200040 Phone 86 21 62887070 Fax 86 21 62885980 www ulma c com UAE ULMA Formworks UAE L L C Plot No 597 547 Dubai investments Park P O Box 282286 DUBAI Phone 971 4 8858208 Fax 971 4 8858209 www ulma c com India ULMA FORMWORK SYSTEMS INDIA PVT LTD 207 2 Floor TimeTower Main M G Road Se
7. 0 375 Beam CC W 2 075 Beam CC W 1 5 Beam CC W 0 75 Perimeter clamp CC e e Beam support CC 1 5 e Beam support CC 0 75 e Perimeter beam CC e o Striking tool CC o Ply Supporting beam CC 2 075 e Ply Supporting beam CC 1 5 e Clamp EC Tie piece CC LD Fixing hook CC Soporte barandilla CC Cabezal CC FD Safety handrail 1 5 Clamp handrail Safety handrail S V Safety handrail post MEGAFORM Handrail post Wind clip Tube 42 4070 with socket Tube 42 1 55 Tube 42 2 10 Tube 42 3 1 Right angle coupler 42 42 Right angle coupler 48 48 Swivel coupler 42 42 Swivel coupler 48 48 Tube 48 4100 with socket Tube 48 1 6 Tube 48 2 1 Tube 48 2 6 Tube 48 3 1 Tube 48 3 6 Tube 48 4 1 Tube 48 5 V ULMA Panel Pallet CC e Beam Pallet CC 1 57 e e Beam Pallet CC 2 32 e Plywood 1 25 x 2 5 x 0 021 Beto e o Plywood 1 25 x 2 5 x 0 018 Beto e 90 6 CC Filler e Filler 70 x 35 x 21 a Plastic plug 42 e e Plastic handrail support e e EP Prop 25 EP Prop C D 30 EP Prop C D 35 EP Prop C D 40 EP Prop C D 45 EP Prop C D 50 EP Prop C E 30 EP Prop C E 40 ALUPROP Prop 1 65 2 8 ALUPROP Prop 2 2 3 7 ALUPROP Prop 3 3 4 8 ALUPROP Prop 4 5 6 0 Universal tripod Lifting fork CC Supporting transversal CC 1 5 Supporting transversal CC 0 75 I
8. 43 05 43 05 43 05 43 05 43 05 HEU 4305 43 05 43 05 43 05 180 43 05 43 05 43 05 43 05 170 43 05 43 05 160 43 05 43 05 150 43 05 43 05 Inner tube below ALWAYS with screwed head V ULMA Construcci n Prop cpas ceso ceo O 2 48 4 50 m 2 73 5 00 m 1 71 3 00 m 222 400m 5 00 23 70 26 40 4 90 25 10 28 40 4 80 26 60 30 30 L 470 7 28 10 32 20 4 60 29 70 34 30 450 28 90 32 60 31 40 36 60 440 30 80 35 00 33 20 39 10 4 30 32 80 37 60 35 20 41 90 420 35 0 40 30 37 40 43 05 410 37 20 43 40 39 80 43 05 4 00 39 70 43 05 42 40 43 05 36 00 40 50 390 42 40 43 05 43 05 43 05 38 80 43 05 380 43 05 43 05 43 05 43 05 41 80 43 05 BE 43 05 43 05 43 05 43 05 43 05 43 05 773 60 43 05 43 05 43 05 43 05 43 05 43 05 3505 4305 43 05 43 05 43 05 43 05 43 05 0 340 405 43 05 43 05 43 05 43 05 43 05 330 43 05 43 05 43 05 43 05 43 05 43 05 320 43 05 43 05 43 05 43 05 43 05 43 05 BE 43 05 43 05 43 05 43 05 43 05 43 05 0 300 4305 43 05 43 05 43 05 39 70 43 05 43 05 43 05 EE 43 05 43 05 43 05 43 05 43 05 43 05 43 05 43 05 280 43 05 43 05 43 05 43 05 43 05 43 05 43 05 43 05 HE so 43 05 43 05 43 05 43 05 43 05 260 43 05 43 05 43 05 43 05 43 05 43 05 25055 4305 43 05 43 05 43 05 43 05 43 05 240 43 05 43 05 43 05 43 05 DNS 43 05 43 05 43 05 43 05 ey 43 05 43 05 MEA 43 05 43 05 iF 43 05 43 05 NES 43 05 43 05 180 43 05 43 05 E 1 60 1 50 Inner tube below ALWAYS with screwed he
9. 75 Beam CC 2 32 Panel CC 1 5 x 0 75 Transversal CC TE 0 75 Drophead CC A 2 32 x 0 75 Grid The maximum slab thickness reached by the different grids depends on the size of the grid and the finish quality required To achieve this the beam and panel deflections should be added and verified that they are smaller than the maximum deflection for the required finnish quality Nevertheless it has to be verified that the loads applied to each element are not higher than their working load Finally check the shoring which depends on the type of props that are used and the clear height 1 5 m Transversal CC TE 1 5 Beam CC 1 57 A 1 57 x 1 5 Grid Transversal CC TE 0 75 Beam CC 1 57 A 1 57 x 0 75 Grid Reinforcement pro 2 32 m ES Drophead CC Transversal CC TE 1 5 Panel CC 1 5 x 0 75 Beam CC 2 32 2 32 x 1 5 Grid with reinforced beam Construcci n Maximum slab thicknesses The following maximum slab thicknesses are established for the different grids MAXIMUM SLAB GRID m THICKNESS cm 232X15 157x15 60 2 32 x 1 5 Reinforced beam 60 2 32 x 0 75 90 1 57 x 0 75 90 CC 4 Panel System s maximun slabs TH H V ULMA ue 29 Loads transferred to the prop The following table lists the loads transferred to the prop depending on the slab s thickness and the grid i ELL 1 57 Slab thickness w
10. IM EEC 0 75 m GRID __ PROP LOAD PROP LOAD METE LOAD SAN LOAD PROP LOAD kN KN Reinforced beam KN kN KN 3 9 60 4 80 6 50 3 20 10 13 90 7 00 9 40 4 70 15 18 30 9 10 12 40 6 20 20 22 60 11 30 15 30 7 70 25 27 00 13 50 18 30 9 10 30 31 30 15 70 21 20 10 60 35 36 10 18 10 24 40 12 20 40 40 90 25 56 20 40 27 70 13 80 45 28 55 22 80 30 90 15 50 50 31 54 25 20 34 10 17 10 55 34 53 27 60 37 40 18 70 60 37 52 30 00 40 60 20 30 65 32 40 21 90 70 34 80 23 60 75 37 00 25 00 80 39 20 26 50 85 41 30 28 00 90 43 50 29 40 Attention should be paid to the load that the SEN Props shall be used correctly respecting load a le pelo melo pE UPON e limits plumbed and with a stable support removal of the extra prop It is necessary to verify i this load Construcci n CC 4 Horizontal Formwork CC 4 Ply System Grids Depending on the selection of the Beam CC or the Beam CC W and the size of the Transversal CC TR and the distance between them different grids are obtained Board Transversal CC TR Transversal CC TR Drophead CCT DEL Beam CC CCW SOLUTION WITH BEAM CC GRID Transversal CC TR 2 075 2 32 x 2 075 Transversal CC TR 1 5 2 32 X 15 Transversal CC TR 0 75 2 32 x 0 75 Transversal CC TR 2 075 1 57 x 2 075 Transversal CC TR 1 5 T 57 x 1 5 Transversal CC TR 0 75 1 57 x 0 75
11. 0 5 00 42 90 40 00 DE 41 10 38 60 ME 39 20 37 20 MEE 37 40 35 80 540 35 50 34 40 550 33 60 33 00 560 31 70 31 60 EA 29 80 30 20 5 80 27 80 28 80 QU 27 30 28 40 DE 25 90 27 50 6 00 23 90 26 10 N 4 For further information refer to CC 4 Panel and CC 4 Ply Horizontal Formwork User s Manual 38 V U L MA Construcci n CC 4 Horizontal Formwork Zz Assembly use and disassembly Lightness safety and speed Assembly instructions 7 CC 4 Panel System The basic grid is formed by Beams CC and Z Panel CC Transversals CC TE supported by Dropheads CC Panels CC are supported by the beams The parts in contact with the concrete are Panels Drophead CC CC Transversals CC TE and Dropheads CC The only remaining element is the Drophead CC D gt S with ITS corresponding prop SN ARE E gt gt Ka RE re S LA pia A f S o Transversal CC TE lt For further information refer db to CC 4 Panel Horizontal Formwork User s Manual i Er og eer f bling the grid e Assemble the Dropheads CC on the props pc e Following the layout stabilise the prop with tripods round a column and hang a Beam CC from the dropheads V ULMA ue CC 4 Horizontal Formwork e Install two props with Dropheads CC and assemble the Transversals CC TE e Close the grid with a Beam CC and place
12. 1 45 64 88 34 63 86 31195 65 89 66 64 82 32 41 70 96 28 69 60 34 80 75 102 30 7595 36 98 V ULMA os To check the slab thicknesses for other layouts and the prop loads refer to the CC 4 Ply User s Manual Grid assembly for CC 4 Ply System Boards assembly for CC 4 Ply System 34 V ULMA a CC 4 Horizontal Formwork Z Prop working loads Working loads for EP Props with CC 4 The following table shows the working loads obtained by calculation according to EN 1065 when EP Props are used with CC 4 Formwork C25 C D30 C D35 C D40 Inner Tube h m 1 48 2 50 m 1 72 3 00 m 1 98 3 50 m 222 400m Prop Inner Tube hm 500 490 4 80 E 460 AS u o 430 42 MO m 400 23 20 27 10 Phy 24 90 29 30 Loy 26 70 31 70 NET 28 50 34 30 3 60 30 50 37 20 NIE 29 80 34 70 32 60 40 50 3 40 32 30 38 10 35 00 43 05 C 23307 7 34 90 41 90 37 60 43 05 MEE 37 70 43 05 40 50 43 05 EU 40 80 43 05 42 30 43 05 ERA 23 30 28 20 43 05 43 05 43 05 43 05 290 25 30 31 30 43 05 43 05 43 05 43 05 ew 27 50 34 80 43 05 43 05 43 05 43 05 yoy 29 90 38 90 43 05 43 05 43 05 43 05 2260 32 50 43 05 43 05 43 05 43 05 43 05 BE 3230 36 30 34 20 43 05 43 05 43 05 43 05 43 05 2 440 35 80 41 10 35 50 43 05 43 05 43 05 43 05 43 05 MO 3780 43 05 37 10 43 05 43 05 43 05 43 05 43 05 BEI 39 10 43 05 39 20 43 05 43 05 43 05 DP 210 40 20 43 05 42 20 43 05 43 05 43 05 200 41 70
13. 13374 Ply Supporting beam CC Ply Supporting beam CC 2 075 El 1870220 Ply Supporting beam CC 1 5 116 1870215 Clamp handrail 144 2211200 Safety elements Clamp CC 3 1870140 Bol gt q EN 13374 Tie piece CC LD Safety handrail S V 39 1860516 Fixing hook CC 0 2 1870099 Handrail support CC 378 1870120 Safety handrail post 374 1902210 EN 13374 Head CC FD 1 1870080 Construcci n CC 4 Horizontal Formwork Swivel coupler 48 48 ES 2125147 MEGAFORM Handrail post 54 1904311 Wind clip 0 31 1870255 Tube Tube 42 4070 with socket 8 4 2023800 Tube 42 1 55 3 2053700 Tube 42 2 10 4 1 2033800 Tube 42 3 1 6 4 2034000 Right angle coupler 42 42 Right angle coupler 48 48 Swivel coupler 42 42 V ULMA Tube Tube 48 4100 with socket Tube 48 1 6 Tube 48 2 1 Tube 48 2 6 Tube 48 3 1 Tube 48 3 6 Tube 48 4 1 Tube 48 5 Storage Panel Pallet CC Capacity e 14 Panels CC 1 5 x 0 75 e 28 Panels CC 0 75 x 0 75 e 28 Panels CC 1 5 x 0 375 1371 2125649 She 2125290 7 2125291 8 2125647 11 4 2125249 121 2125648 14 6 2125250 18 2125251 97 18 0085 Beam Pallet CC Beam Pallet CC 1 57 Beam Pallet CC 2 32 Capacity e 27 Beams CC 87 1870144 87 1870145 A nes IOS As OA NA NOTONS RAA ANSE Se DO Ke S ARS So ANS Q INSS INSS SIN DI OO LANDO RQ KR p
14. 2 53 11 WROC AW Branch Wroctaw Office 50 541 WROCLAW ul Armil Krajowej 53 Phone 48 71 391 76 30 Fax 48 71 367 30 90 V ULMA Nowa S l Office 67 100 NOWA S L ul Kosciuszki 29 Phone 48 68 376 77 60 Fax 48 68 387 02 21 wew 357 POLUDNIE REGION JAWORZNO Branch 43 603 JAWORZNO ul Wysoki Brzeg 25 Phone 48 32 615 73 70 Fax 48 32 353 33 91 LODZ Branch 94 250 LODZ ul Zniwna 4 8 Phone 48 42 666 73 20 Fax 48 42 650 03 25 Portugal ULMA Portugal Lda Zona Industrial Rua A s n Vale de Figueira 2695 SAO JOAO DA TALHA LISBON Phone 351 219 947 850 Fax 351 219 558 022 www ulma c pt Porto Branch Zona Industrial da Feiteira Rua das Casas Queimadas 717 Grij 4415 439 VILA NOVA DE GAIA PORTO Phone 351 227 418 820 Fax 351 227 418 829 Czech Republic ULMA Construcci n CZ s r o Prumyslova 1009 294 71 BENATKY NAD JIZEROU Phone 420 326 910 600 Fax 420 326 910 601 www ulma c com Slovac Republic ULMA Construccion SK s r o Rybni n 38 K 831 06 BRATISLAVA Phone 421 2 4910 2911 13 18 Fax 421 2 4910 2922 www ulma c com Romania ULMA Cofraje s r l Sos Chitilei 200 012405 Sector 1 BUCHAREST Phone 40 31 425 13 22 23 Fax 40 31 425 13 24 www ulma c ro Ukraine ULMA Formwork Ukraine Ltd 01013 KIEV 3 Derevoobrobna St Phone 380 44 255 14 92 Fax 380 44 255 14 94 www ulma c com Construcci n Pr
15. CC 4 Ply System Regardless of whether the union between walls is a straight angle or not the infilling is facilitated since the beams can be rested on top of each other Construcci n 17 CC 4 Horizontal Formwork M Perimeter formwork The perimeter formwork allows the placement of the stopend and provides a perimeter working surface CC 4 offers two options for the perimeter assembly Solution with a Perimeter beam Solution with a Perimeter clamp Solution with Perimeter beam The assembly of the Perimeter beams CC can be done starting from the CC Dropheads in the direction of the Beams CC or from the Beams CC The difference between both assemblies is the safety accessories they use This way it is possible to cover all the area to be shuttered perpendicular to the Beams CC m CC 4 Panel System q j Lo O 3 Q h Sos 8 a D 8 A A H A m 4 A AN lt Perimeter formwork in the direction of the Beams CC MEN CT AAA A RO Perimeter formwork perpendicular to the Beams CC gt Construcci n 18 VULMA CC 4 Horizontal Formwork Clamp CC Supporting frame CC A Use of the Perimeter beam CC with the Clamp CC and the Supporting frame CC to solve the perimeter area m CC 4 Ply System A Perimeter formwork solution with Perimeter beam CC in the CC 4 Ply System V ULMA eee
16. Grid assembly for CC 4 Ply System e Assemble the grid in the direction of the A Perimeter beam CC assembly Transversal and level it e Carry out the infilling on columns A 45 e Place Beams CC or Beams CC W to continue the assembly in the longitudinal direction Level the grid V ULMA Construcci n Y f f W PIN Bh SG IW y if Y MY YN VINS r NI SD always wearing a harness attached to a the infilling on columns lifeline e Install the Safety handrails and Toe boards AX e Finish assembling the boards and carry out With lifelines KKL Ix gt AS Z y N y Y Y IN Y IN A a f g Y With nets under the formwork CC 4 Horizontal Formwork From mobile tower e Assemble the boards A CC 4 Horizontal Formwork Z Disassembly instructions 7 CC 4 Panel System e Move the Safety handrail Handrail Handrail support and Toe boards to the plastic handrail support or replace it with another type of perimeter protection e Remove the additional props for infilling or 90 assembly e Strike the wedges on the Dropheads CC except the ones on the Perimeter beams e The wedge drops 150 mm and then the Beams Transversals and Panels drop too V ULMA E 47 CC 4 Horizontal Formwork A e Remove the Panels N NN NO NAR IN VI Mn NS Y 6 ESE OG AN a A e Remove the Transver
17. KOFLEX Formwork Horizontal formwork for wooden beams easy to assemble and very versatile Wood Panels for Formwork Panels that adhere to the highest of site demands Construcci n Zz Notes CC 4 Horizontal Formwork V ULMA 61 CC 4 Horizontal Formwork 62 V ULMA ULMA ULMA C y E S Coop Ps Otadui 3 P O Box 13 20560 O ATI Guip zcoa SPAIN Phone 34 943 034900 Fax 34 943 034920 www ulma c com EOOCBQO2
18. Sur 28863 COBE A Madrid Phone 34 91 6523199 Fax 34 91 6528828 Ctra N 401 Madrid C Real km 87 45110 AJOFR N Toledo Phone 34 925 011000 Fax 34 925 011008 GALICIA Branch Pol Ind Esp ritu Santo Rua Bell 24 26 15650 CAMBRE La Coru a Phone 34 981 649802 Fax 34 981 649060 Generoso Dom nguez s n Portela Tameiga 36416 MOS Pontevedra Phone 34 986 344045 Fax 34 986 304809 NORTE Branch Pol Ind Goiain Av San Blas 1 01170 LEGUTIANO lava Phone 34 945 001100 Fax 34 945 001111 Iturritxualde 3 48160 DERIO Vizcaya Phone 34 94 4521425 Fax 34 94 4522468 LEVANTE Branch Pol Ind Los Vientos Gregal 7 Apdo 76 46119 N QUERA Valencia Phone 34 96 1399130 Fax 34 96 1399096 Pol Ind La Serreta Cal s n 30500 MOLINA DE SEGURA Murcia Phone 34 968 642679 Fax 34 968 641276 Construcci n 59 CC 4 Horizontal Formwork Our Products Horizontal Formworks 60 V ULMA RAPID Reusable Formwork Formwork that can be easily and quickly recovered from assembly RECUB Reusable Coffer Formwork Speed and safety in assembly and removal ENKOFORM H 120 Bracing System A multipurpose system capable of resolving the diverse types of construction work CC 4 Horizontal Formwork Aluminium horizontal formwork light fast setting and stripping VR Work Table Horizontal formwork for any forging type EN
19. ad 36 V ULMA Construcci n CC 4 Horizontal Formwork Working loads for ALUPROP Prop The following table lists the working loads KN of the ALUPROP Prop for each height The most appropriate one should be selected for each case depending on the load to carry and the height to cover ies 151 20 106 90 MEE 148 60 106 90 1 80 143 40 106 90 190 138 20 106 60 E J 135 50 106 20 2 00 132 80 105 70 MEA 127 30 104 40 ME 121 70 102 70 132 40 115 50 230 4 116 10 100 50 126 70 110 80 240 110 30 97 90 121 00 106 30 MEM 104 40 94 80 115 50 101 90 260 98 50 91 40 110 10 97 70 eo 92 40 87 40 104 70 93 60 280 86 30 83 10 99 40 89 70 290 94 20 86 00 300 89 10 82 40 ME 84 10 79 00 ME 79 10 75 70 MEAR 74 30 72 60 89 60 75 70 E 69 50 69 70 85 20 73 40 EE 64 80 66 90 80 90 71 20 MES 60 20 64 30 76 80 68 90 MEE 55 70 61 80 72 80 66 70 380 69 00 64 40 EI 65 30 62 20 400 61 80 59 90 410 58 40 57 60 420 55 20 55 30 430 52 10 53 00 440 49 20 50 70 This data is for new Props Props The Props can be used with the Inner tube above or below o should be used plumbed and gt as long as it is taken into consideration that the load with centred vertical load capacity is different for each case V ULMA Construcci n CC 4 Horizontal Formwork 450 46 40 48 40 51 90 47 10 460 43 80 46 10 50 10 45 70 ME 41 30 43 70 48 40 44 20 4 80 38 90 41 40 46 60 42 80 480 7 44 80 41 4
20. ansversal CC TE The Drophead CCT allows the beams and the panels to be Supporting frame CC V ULMA recovered keeping them from falling when the concrete has reached the minimum required resistance Once the head is stripped the Supporting transversal and the prop remain as supporting elements until the concrete has reached the required strength 23 Construcci n Jobsite references EM CR eee 2 343 882 SN 23 em i e E a Sige aje os me h 24 V U L MA Construcci n CC 4 Horizontal Formwork gt d A EE AA Ej E F a ap ppe n t i o piip fi opere riem pi o j m i E a7 A S and V Tower Madrid Spain A Sand V Tower Madrid Spain A 25 Construcci n V ULMA Castelnuovo del Garda Commercial Center Verona Italy Woodstock Hospital Canada Torch Tower Dubai UAE 26 IV ULMA construcci n Torrelodones Commercial Center Madrid Spain a F nab Ma Rm l i ki gt Renoma Commercial Center Wroctaw Poland Construcci n 27 CC 4 Horizontal Formwork System features CC 4 Panel System Grids Depending on the needs the following grids can be assembled with the CC 4 Panel System 2 32 m Drophead CC Transversal CC TE 1 5 Panel CC 1 5 x 0 75 Beam CC 2 32 A 2 32 x 1 5 Grid 2 32 m Panel CC 0 75 x 0
21. ctor 28 GURGAON PIN 122001 Haryana Phone Fax 91 124 4205521 www ulma c in Singapore ULMA Formwork Singapore PTE LTD 2 Senoko Way 758027 SINGAPORE Phone 65 6758 2338 Fax 65 6758 8523 www ulma c com Construcci n ULMA in Spain ANDALUC A Branch Pol Ind Fridex Autov a Sevilla M laga km 4 2 41500 ALCAL DE GUADAIRA Sevilla Phone 34 95 5630044 Fax 34 95 5630020 Camino Nuevo s n 18210 PELIGROS Granada Phone 34 958 405028 Fax 34 958 405328 ARAG N Branch Pol Ind El Pradillo Il Aneto 2 Parcela 23 50690 PEDROLA Zaragoza Phone 34 976 654645 Fax 34 976 654635 CANARIAS Branch Pol Ind Las Majoreras Los Llanillos 33 35259 INGENIO Las Palmas Phone 34 928 789212 Fax 34 928 789538 Pol Ind Valle de G imar Manzana XIII Parcelas 21 y 22 38509 GUIMAR Tenerife Phone 34 922 505020 Fax 34 922 501101 V ULMA CASTILLA Branch Ctra Burgos Portugal km 116 47270 CIGALES Valladolid Phone 34 983 581009 Fax 34 983 581021 Pol Ind de Roces 5 Gustavo Eiffel 46 33211 GIJ N Asturias Phone 34 98 5168038 Fax 34 98 5167513 CATALUNA Branch Pol Ind Sud Est Pintor Vel zquez 7 y 9 08213 POLINYA Barcelona Phone 34 93 7132727 Fax 34 93 7133643 Pol Ind Son Noguera Cas Rossos 12 14 07620 LLUCMAJOR Illes Balears Phone 34 971 669850 Fax 34 971 121512 CENTRO Branch Pol Ind
22. e board to be nailed V ULMA Construcci n CC 4 Horizontal Formwork Solutions A world of geometrical possibilities E grafsystem F QON Sr Application software lt aT em This software developed by ULMA Construcci n offers With the project drawings ULMA Construcci n the solution for any construction project applying all the Technical Department can solve every construction job products in ULMAS portfolio when building vertical or horizontal structures grafsystem obtains quickly and easily the In short by simply entering the desired structure assembly drawings and a detailed material s geometry this software provides the best solution for budget for each project any case am AA pm eo ab a AA FT Fe Si ts pe E Fandi ca EFE FRE Ts um ca id TOR RS Cr 37 A Jobsite geometry dE Eno nada ve cl aa te ai fh hie AF L E inm ANA AA i om i ar qe F hm f e E Fr BE Gest TR TATE A AA A a p Z mm METE LEE A Solution CC 4 Panel System A Solution CC 4 Ply System 10 V ULMA construcci n 90 assembly The direction of the formwork can be changed according to need providing versatility and makes infilling simpler Beams CC Transversals CC TE Transversals CC TR and Panels CC can be placed on the lateral profile of the Beams CC Beams CC W and Perimeter Beam CC The 90 assembly enables an optimal distribution of th
23. e formwork to improve infilling on columns or hollows as well as to minimize the infilling on straight or irregular walls In every 90 assembly an additional prop has to be installed to support the beam projected 90 Using e Head CC FD for 90 assemblies on the basic grid e Clamp CC or Tie piece CC LD for 90 assemblies in the perimeter solution which also prevents the Beam from overturning 7 CC 4 Panel System Hollow part to install bulkheads Panels CC E 90 Assembly support Beams CC Additional shoring for 90 assembly ES D lt gt D D A Basic grid 90 assembly V ULMA CC 4 Horizontal Formwork es For further information refer to Perimeter formwork section 7 CC 4 Ply System Additional shoring for 90 assembly Head CC FD A Basic grid 90 assembly 11 Construcci n CC 4 Horizontal Formwork E Infillings 7 Infilling on column The optimal situation for infilling on columns is when the layout of the formwork allows to have the columns inside the Beam CC and Transversal CC TE or CC TR grid Transversals CC TR are used as a support to nail 21 mm thickness plywood on top m CC 4 Panel System Column inside the grid Infilling is done with Transversals CC TR and If the column s geometry allows it a collar can be 21mm thickness plywood when columns installed using the Beam CC W to support the dimensions allow it Transversals CC TR To
24. ersals CCTR BIRCH 15 mm BETO 18 mm BETO 21 mm IRCH 15 mm BETO 18 mm BETO 21 mm IRCH 15 mm BETO 18 mm BETO 21 mm Prop Load rop Load Prop Load kN kN Slab thickness TOTAL TOTAL TOTAL kN TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL cm deflection deflection deflection deflection deflection deflection deflection deflection deflection 5 13 24 9151 4 79 10 4 3 19 26 7 13 92 6 96 11 20 46 14 79 7 40 12 7 21 66 15 66 7 83 13 6 22 87 16 53 7 8 27 14 24 07 17 40 8 70 15 2527 j 18 27 9 14 16 6 26 48 6 19 14 9 57 17 27 68 20 01 7 10 01 18 28 88 20 88 10 44 19 6 30 09 21 75 10 88 20 31 29 22 62 11 31 21 32 49 e 23 49 11 75 22 5 33 70 24 36 12 18 23 34 90 25 23 6 7 12 62 24 36 11 26 10 13 05 25 37 31 26 97 13 49 26 38 51 E 27 84 18 92 27 5 39 12 28 71 14 36 28 40 92 29 58 14 79 29 42 12 3 30 45 1523 30 43 33 31 32 15 66 31 44 65 32 28 16 14 32 45 97 33 23 16 62 33 47 30 34 19 6 17 10 34 48 62 3545 1757 35 49 95 36 11 18 05 36 127 37 06 18 53 37 52459 38 02 19 01 38 53 92 38 98 19 49 39 55 24 39198 19 97 40 56 56 40 89 5 20 45 41 57 89 41 85 20 92 42 59 21 42 80 21 40 43 60 54 43 76 21 88 44 61 86 44 72 22 36 45 63 18 45 68 22 84 46 64 51 46 63 23 32 47 65 83 47 59 2 2579 48 67 16 48 55 24 27 49 68 48 49 50 24 75 50 69 80 50 46 25 23 51 71 13 51 42 25 71 52 72 45 52 37 26 19 53 WS 53 33 26 67 54 75 10 54 29 27 14 55 76 42 55 25 27 62 60 83 04 60 03 30 02 61 84 37 60 99 30 49 62 85 69 61 94 30 97 63 87 01 62 90 3
25. g the grid Lowering the wedge e a JN ae N gt D K L 7 D 1 Ss AU EPA FA T E gt IN ER E 0 ww Y Turning the wedge Hitting the wedge Construcci n V ULMA The CC 4 System is designed to allow different types of assembly CC 4 Panel System System for solid slabs primarily focused to The system has elements for infilling on columns and non residential construction of large areas walls perimeter protection and safety where the geometry and the span between columns are regular and the finish requirements are highly demanding The CC 4 Panel System is composed of Dropheads Beams Transversal CC TE and Panels The shuttering face is composed by Panels Transversals and Dropheaos The Drophead enables the recovery of all the parts that belong to the system except the prop and the Head itself without any parts falling to the ground Repercussion of 0 29 props m with the basic dimensions e Panel de 1 5 x 0 75 m e Ret cula de 2 32 x 1 5 m 6 M ULMA a CC 4 Ply System System for slabs primarily focused to residential and non residential construction with complex geometries and very demanding finish requirements System with Dropheads Beams and Transversals CC TR forming a grid to place the shuttering boards Allows to recover the Beams Transversals and Boards not trapped by the drophead The system has accessories for infil
26. hanging the direction of the beams 90 assembly may improve the infillings on walls The CC Infilling support installed on the Beam CC provides support to install Transversals CC TR parallel to the Beam and facilitate the infilling on walls providing support for the 21 mm Infilling plywood 21 mm Plywood Transversal CC TE 1 5 V ULMA lt CC Infilling supports Fixed on the beam profile Beam CC Infilling support CC Guide along the beam Insert the hook in this part of the beam and guide it to the right position Construcci n CC 4 Horizontal Formwork Infilling on walls in the perpendicular direction of the Beams CC The Dropheads should also be installed as close as possible to the wall combining different lengths of the Beam CC In the last grid close to the wall replace the Dropheads CC with Dropheads CCT and the Transversals CC TE with the Transversals CC TR to support the 21mm Infilling plywood Use the Drophead CCT and Transversal CC TR to nail the 21 mm plywood for infilling on walls Transversal CC TR Drophead CCT 16 WULMA Infilling plywood Drophead CCT Transversal CC TR The Timber beams VM 20 can be used in both the CC 4 Panel and the CC 4 Ply Systems to support the Infilling board Timber beam VM 20 Construcci n CC 4 Horizontal Formwork QD V ULMA m
27. it around the column following the layout r y EY g4 e Install the Panels CC and Transversals CC TR to proceed with the infilling on the column e Infill the column with 21 mm plywood Construcci n V ULMA CC 4 Horizontal Formwork E A F ans ae a 4 1 du JE ji Fi 15 g F oo HES ij a ssh a PELEA FT ilig HF y ZE Li e Assemble the grid in the direction of the Ena Transversal and level it e Install the Panels CC and carry out the infilling on A Beams CC assembly columns e Hang Beams CC to continue the assembly in the direction of the main beam Level the grid V ULMA E 41 A A INS y noc 4 the net to the Drophead CC i Simple net hook lt Detail of attaching IN V N fixed point of the working platform because panels slide along the beams until they stop against the It enables the installation of several panels from a transversals With lifelines V E 53 O ye so o o C qa O L qe QU QU 3A C a lt oO C E D O 2 AS a Z V ES y Tn AY Z PSE UN AY The beams and panels are designed so as all the panels in the same grid can be placed without moving the mobile tower Construcci n CC 4 Horizontal Formwork From mobile towers With nets under the formwo
28. ling on columns and walls perimeter protection and safety This system is characterized by its high versatility V ULMA ae CC 4 Horizontal Formwork CC 4 Panel System Basic components The basic components of this system are m Drophead CC m Beam CC It has a dropping system which facilitates It defines the length of the grid which can be 2 32 dismantling enabling Panels Beams and or 1 57 m long Transversals to descend This head and the prop are the only remaining elements m Transversal CC TE m Panel CC It establishes the width of the grid which can be The shuttering face is a phenolic plywood fixed into 1 5 or 0 75 m between axes It is always in the frame It includes some hollows on the sides as contact with the concrete It is designed for the handles to facilitate its manipulation joint with the panel to be watertight 8 IWULMA construcci n CC 4 Horizontal Formwork CC 4 Ply System Basic components m Drophead CCT m Beam CC Includes a drop system that facilitates Determines the length of the grid 2 32 m or 1 57 m dismantling allowing the Beams and Transversals to descend for their recovery m Transversal CC TR m Board Determines the width of the grid 2 075 m Shuttering surface in contact with concrete It may 1 5 m or 0 75 m and its plastic block allows be of any size th
29. minimise the use of infilling plywood Panel CC 1 5 x 0 375 is available 21 mm Plywood Transversal CC TE Beam CC W Transversal CC TE Panel CC Transversal CC TR Drophead CC Drophead CC Panel CC 1 5 x 0 375 Beam CC 21 mm Plywood Beam CC Transversal CC TR Construcci n Column in a panel Column in two Panels Use Transversals CC TR 1 5 on both sides of the column Use Panels CC 1 5 x 0 375 narrow panel to reduce the to nail the infilling plywood properly 21 mm thick infilling surface until it is equivalent to one single panel plywood Column that coincides with the Beam CC Use the Beam CC W 1 5 for the local column off set Assembly begins in the area of capitals 13 V U LMA Construcci n CC 4 Horizontal Formwork m CC 4 Ply System Transversal CC TR 1 5 The infilling on column is done in a simple manner since the Transversals CC TR can be placed at any point of the beam Depending on the dimension of the column Beams CC W can be used to place additional Transversals CC TR The flexibility and versatility of the CC 4 Ply Horizontal Formwork allows completing the column infillings quickly and easily Construcci n CC 4 Horizontal Formwork 7 Infilling on walls m CC 4 Panel System Infilling on walls in the direction of the Beams CC The formwork should be as close as possible to the wall C
30. nfilling support CC Construcci n 55 ULMA C y E S Coop Ps Otadui 3 PO Box 13 20560 O ATI Guip zcoa SPAIN Phone 34 943 034900 Fax 34 943 034920 www ulma c com ULMA Worldwide EUROPE Germany ULMA Betonschalungen und Ger ste GmbH Paul Ehrlich StraBe 8 D 63322 RODERMARK Phone 49 6074 9294 O Fax 49 6074 9294 101 www ulma c de Nordwest Branch Stresemannallee 4c D 41460 NEUSS Phone 49 2131 40201 O Fax 49 2131 40201 99 S dwest Branch Manfred Worner Str 115 D 73037 GOPPINGEN Phone 49 7161 50608 42 Fax 49 7161 50608 43 France ULMA S A R L 27 Rue Gustave Eiffel Z I de la Marini re 91070 BONDOUFLE Phone 33 1 69 11 54 50 Fax 33 169 11 54 54 www ulma c fr gt V ULMA Production Plant IDF Branch 22 Bis Rue Gustave Eiffel Z I de la Marini re 91070 BONDOUFLE Phone 33 1 69 11 63 30 Fax 33 1 69 11 63 31 Eguilles Branch 50 All e Meuli re Z I Route de Berre 13510 EGUILLES Phone 33 4 42 64 62 30 Fax 33 4 42 64 62 31 Nantes Branch 11 Rue Fondeur Z I du Tisserand 44800 SAINT HERBLAIN Phone 33 2 51 80 48 04 Fax 33 2 51 80 48 05 Lille Branch Zone Industrielle Rue Andr Ampere 59930 LA CHAPELLE D ARMENTIERES Phone 33 3 20 07 11 86 Fax 33 3 2007 11 68 Lescar Branch Chemin des Trois Ponts 64230 LESCAR Phone 33 5 59 77 63 81 Fax 33 5 59 77 87 30 Ev nements Branch
31. oduction Plant ULMA C y E S Coop Ps Otadui 3 PO Box 13 20560 O ATI Guip zcoa SPAIN Phone 34 943 034900 Fax 34 943 034920 www ulma c com ULMA Worldwide AMERICA Argentina ULMA Andamios y Encofrados Argentina S A Bernardo de Irigoyen 722 6A CP1072AAP CAPITAL FEDERAL Phone Fax 541 14 3425132 www ulma c com ar Brazil ULMA Brasil F rmas e Escoramentos Ltda Rua Jo o Dias Ribeiro 210 Jd Sagrado Corac o de Jesus Itapevi SP CEP 06693 810 Phone Fax 55 11 3883 1300 www ulma c com br Rio de Janeiro Branch Rua Sargento Silva Nunes 137 Ramos R o de Janeiro RJ CEP 21040 231 Phone Fax 55 21 2560 2757 Phone Fax 55 21 2560 5541 Centro Oeste Branch Quadra 3 Lotes 680 700 Setor Industrial Leste Gama Brasilia DF CEP 72445 030 Phone Fax 55 61 3556 6226 Salvador Branch Travessa Dois de Fevereiro 145 Centro Lauro de Freitas BA CEP 42700 000 Phone Fax 55 71 3288 2003 8 V ULMA Sul Branch Rua Dr Jo o In cio 195 199 Navegantes Poa RS CEP 90230 180 Phone Fax 55 51 3337 1003 Canada ULMA Construction Systems Canada Inc 44 Simpson Road Bolton ONTARIO L7E 1Y4 Phone 1 905 857 8562 Fax 1 905 857 8564 www ulma c ca Chile ULMA Chile Andamios y Moldajes S A Vizcaya n 325 Pudahuel Ruta 68 Camino Noviciado SANTIAGO Phone 56 2 5990530 Fax 56 2 5990535 www ulma c cl Norte Branch General Borgo
32. r Assemble the grid and the Panels CC so V ULMA CC 4 Horizontal Formwork h e Finish assembling the Panels CC and the infilling on columns e Install the Safety handrails and Toe boards always while wearing a harness that is attached to a lifeline 7 CC 4 Ply System The basic grid is formed by Beams CC and Transversals CC TR which rest on the Dropheads CCT The Transversals and the heads are the elements supporting the board A For further information refer to CC 4 Ply Horizontal Formwork User s Manual V ULMA an CC 4 Horizontal Formwork Ah e Assemble the Dropheads CCT on the props e Verify the correct fitting of the head e Following the layout stabilise the prop with tripods round a column and hang a Beam CC from the head e Place the Drophead CCT on the prop stabilise it with a tripod and mount the Beam CC or the Beam CC W e Install the Beams CC W and Transversals CC TR to carry out the infilling on the column V ULMA Ae Hang two Transversals CC TR from the Dropheads CCT e Install two props with Dropheads CCT and assemble the Transversals CC TR e Close the grid with a Beam CC or Beam CC W and place it around the column following the layout e Infill the column with plywood Construcci n CC 4 Horizontal Formwork A
33. rizontal Formwork Product description Solutions System features Assembly use and disassembly Conditions of handling and maintenance Components and accessories ULMA Construcci n addresses Our products A Safety note Control note Warning note O Information note Product description CC 4 is a recoverable horizontal formwork system for both solid and lightened slabs with a very good finish focused on residential and non residential construction It is characterised by its fast assembly and disassembly as well as worker s safety during the handling process Most of its components are made in aluminium Main features of the CC 4 Most of the components are manufactured in aluminium providing lightness to the system It allows the grid s previous assembly and the later placement of the panels or plywood Direction of the beams can be changed in any position using the 90 assembly making the system really flexible The formwork surface of panels or boards depending on the selected system provides excellent concrete finishes Only one remaining element Drophead together with the prop The striking system allows material to be recovered without falling to the floor contributing to worker s safety V ULMA Formwork detail CC 4 Panel System Construcci n Stripping position Formwork position The Drophead CC allows the materials safe recovery by a simple operation Lowerin
34. sals CC TE and Beams CC U ULMA 48 CC 4 Horizontal Formwork 7 CC 4 Ply System e Move the Safety handrail Handrail Handrail support and Toe boards to the plastic handrail support or replace it with another type of perimeter protection A Strike the wedges on the Dropheads CCT e Remove the additional props for infilling or 90 The wedge drops 150 mm and then the assembly Beams and Transversals e Remove the remaining material Props Dropheads CCT and Boards when the concrete reaches the required strength L e Remove the beams 49 V ULMA Construcci n Conditions of handling and maintenance CC Panels Pallet Panels CC should be piled up on Panels Pallets CC Each pallet can transport e 14 Panels CC 1 5 x 0 75 e 28 Panels CC 0 75 x 0 75 e 28 Panels CC 1 5 x 0 375 They can be transported with a crane or a forklift truck Up to two pallets can be stacked up They facilitate transport assembly and disassembly of the panels and moving them on the jobsite The panels should always be stacked with the shuttering face upwards to prevent water or dirt from accumulating on the frame gt V ULMA Beams Pallet CC As with the panels Beams CC should be transported on a special pallet to minimize damage and prevent elements from falling due to slide of beams They can be transported with a crane or a forklift truck Up to three pallets can be stacked up They facili
35. tate transport assembly and disassembly of the panels and moving them on the jobsite There are two different pallets to transport both Beams CC sizes Both pallets have a hinged door at each side that prevents the beams from falling off the sides of the pallet and facilitate the loading and unloading of the pallets Both pallets hold 27 Beams CC Special attention must be paid to the distribution of the beams Construcci n CC 4 Horizontal Formwork Zz Components and accessories Basic elements Panel CC Panel CC 1 5 x 0 75 Panel CC 0 75 x 0 75 Panel CC 1 5 x 0 375 15 4 1870090 8 3 1870096 SE 13870165 Drophead CC 4 6 1870060 Drophead CCT 4 5 1870155 Beam CC Beam CC 2 32 16 1370029 Beam CC 1 57 10 6 1870031 Transversal CC TE Transversal CC TE 1 5 Transversal CC TE 0 75 1870035 1870040 Beam CC W Beam CC W 2 075 Beam CC W 1 5 Beam CC W 0 75 1225 1870230 9 5 1370105 4 6 Te OSO Perimeter formwork Perimeter clamp CC 56 1870200 Transversal CC TR Transversal CC TR 2 075 Transversal CC TR 1 5 Transversal CC TR 0 75 V ULMA 1570225 1870045 1870050 Beam support CC Beam support CC 1 5 Beam support CC 0 75 Perimeter beam CC 12 4 1870160 782 SCIE 5 128 1870100 51 Construcci n CC 4 Horizontal Formwork Striking tool CC 7 6 1870190 Safety handrail 1 5 936 22 ISO EN
36. tion Wind clip A part used to fasten the Panel CC to the Beam CC in the event of high wind stress on the perimeter grids and in formworks of great height subject to wind V ULMA unos 21 CC 4 Horizontal Formwork M Perimeter formwork The perimeter protection will be carried out by installing the Handrail posts and the corresponding tubes or wood planks and toeboards around the formwork s perimeter Safety handrail S V Perimeter beam CC Tube for the Handrail post incorporated in the Perimeter beam CC A Perimeter beam CC which incorporates a tube for the Safety handrail on its end A lt S V Handrail post Beam CC dus Housing for the handrail post incorporated in the CC Perimeter clamp Handrail support CC Perimeter Clamp CC y A Perimeter clamp CC which incorporates a tube for the Safety handrail on A Handrail support CC which enables the installation of the Safety handrail its end when placed on the Drophead CC 22 V U L MA Construcci n Perimeter railing to provide safety during the execution process Lightened slabs Lightened slabs can be made using the CC 4 Panel System To avoid punching the lightening blocks the Drophead CCT and Supporting transversals are used instead of the Drophead CC and Tr
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