Crane EE-7272 Instrukcja Użytkownika

Edition 05/2005Product Range 4.10Assembly InstructionsTRIOPanel formwork

67260Working stepsExternal cornerInternal cornerClosing formwork with concretingscaffold1. attach brackets to the horizontalelements2. attach decking

7Concretingfrom a safe working scaffold Striking,moving from filler to corner Considerconcrete strength!Striking, moving from filler to cornerConsider

8240TGE120907260 30TE1206090270330S)S)S)S) N)S)S)S)S) A)S) S) A) S) A)S) A) N)S)S)S)S)S) N)S)A)S)S)S)A) A) M)A)A1 TRIO elementOverview of elementsLege

91010.110.210.310.410.510.410.610.710.810.4A1 TRIO elementElement width 240 cm10 TRIO element10.1 Tie position drawn-in10.2 Tie position in edge pr

13220.520.220.220.120.120.420.320Alignment coupler BFDUsed for:1. Horizontal assembly2. Attach push-pull props– on first element:2 push-pull props– on

23252423.123.2Fig. 5Compensation Waler TAR 85The compensation waler TAR 85 23 isused as an element connection thatbraces, aligns, and transmits forces

12Tie systemStandard: DW 15Approved load according to DIN 18216:90 kNParts for DW 15– tie rod 30– spacing tube 31– cone 32– wingnut pivot plate 33Fig

13Angled ties using DW 15– Secure elements against lifting.– Angled ties can be used for verticaland horizontal elements.The conical tie hole makes a

14A4 Push-pull propsPush-pull props and kicker braces areused for aligning the TRIO formwork,for stability and for support againstwind forces.The choi

15404141Fig. 14b4445Fig. 14a10.3414110.3424310.44610.44243Ankerlänge L [mm] 130Klemmstärke tfix [mm] 10-15Verankerungstiefe hnom≥ [mm] 115Bohrtiefe

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3025403520X18Right-angled cornersWall thicknesses from 18 cm to40 cm can be contiuously shuttered.Fig 15a to 15f.– Wall thickness d = 30 cm is withou

240 TE12012024024024017Right-angled corners with large wallthicknessesWall thickness 60 cmPermissible fresh concrete pressure60 kN/m2Element connectio

xx1818min 75°max 165°B1 CornersObtuse and acute cornersAngles from 75° can be shuttered withthe TRIO articulated corner TGE 14.Fig. 20a + 20b.The a

19506090 T-junctionEs sind Wandstärken von 18 cm bis60 cm stufenlos schalbar.– wall thickness of d = 30 cm is withoutinfill. Fig. 23a.– with wall thi

2019B2 T-junctionObtuse wall connectionWith large panel TR 270 x 240.Fig. 24a.With multi-panel TRM 72. Fig. 24b.With wall thickness compensationWDA 18

21Wall offsets using wall thickness =30 cm as an exampleWall offset ≤ 20 cm.Prepared with:– compensation waler TAR 85 23– hook tie DW 15/400 29– in

22B3 Wall offsetsHeight offsetWith height offsets, the alignmentcouplers BFD 20 are mountedalternately on the frame struts of theleft and right elemen

23With timber provided by contractor≤ 10 cmThe infill is made with timber 50 cutto size. Fig. 30.– With an infill > 2.5 cm, tie centrally inthe tim

24TRIO filler support TPP infill from20 to 36 cmconsisting of:– filler support 53 (2x)– filler plate 21 mm 51Fig. 32.It should be fixed in such a way

25Stopend panel TR 24for wall thicknesses of 24 cm.Fig. 34.– The stopend panel TR 24 54 can alsobe used as a wall element.– The element TR 30 can be

pageB7 ExtensionExtension guidelines 38-39B8 FoundationsFoundation strap 40Foundation tie clamp 40B9 Shaft formworkShaft element TSE 42-43B10 Circular

56cc26B5 StopendsStopend panel reinforcementwithout water barH = 2.70 m and 1.20 mConsisting of:– two external parts AT 3 56 for approx.2.5 cm concre

27Stopend panel reinforcement withwater barH = 2.70 m and 1.20 m.Consisting of:– two external parts AT 3 56 for approx.2.5 cm concrete slab or two ex

286161.16262B6 Working andConcreting ScaffoldConcreting platform 120/270Pre-assembled concreting platform120/270 60Fig. 40Permissible operating weight

29Concreting platform 120/270Assembly4. Attach the concreting platform to theupper edge of the formwork with theconnection hook. Use guide rope 62.3fr

30B6 Working andConcreting ScaffoldConcreting platform 120/270Always place in an inclined positionbefore lifting by crane.Place handrail frame in an i

3127080120Scaffold bracket TRG 80 and 120A concreting scaffold is attached tothe TRIO formwork with scaffoldbrackets 63. Fig. 46.Allowed operating wei

32Scaffold bracket TRG 80 and 120Assembly1. Attach the scaffold brackets 63 in theattachment holes of the elements. Fig.47. Attachment is possible on

33Guardrailsconsisting of:– handrail post holder TRIO 65– handrail post HSGP 66Fig. 49.With a falling height > 3.0 m guardrailson the scaffolding

34Platform system TRIO PlatformThis is a platform system withintegrated access ladder 68.Allowed operating weight:1.5 kN/m2. Scaffold Group 2.Assemble

35106868.168.2B6 Working andConcreting ScaffoldAssembly1. Lay formwork elements 10 onto a levelsurface. Fig. 54.2. Attach platform 68 to the horizonta

12B6B2A1A2A4B1A2B4B6B6B1B5B7B3A3OverviewTo give a clearer overview, only a partof the necessary work platforms areshown.

36B6 Working andConcreting Scaffold68.368.468.5AssemblyStarting from the top.4. Fold out the platforms 68.3. Fig. 57.5. Fasten TRP strut 121 68.4. For

3768.768.868.9B6 Working andConcreting ScaffoldAssembly8. Secure TRP ladder 68.7 and theErection Aid TRP 68.8 with extendedunits. Fig. 59.Fig. 59Fig.

38TRIO Versetzhaken 1,5tArt.-Nr. 023690BetriebsanleitungExtension instructions for horizontalpre-assemblyup to h = 5.40 mKeep to permissible load of 1

39Fig. 63aFig. 6423TR 90 / 120202,70≤ 8,10≥ 1,20≤ 1,202,40Fig. 63bExtension instructions for horizontalpre-assemblyup to h = 8.10 mElement connection:

40max. 1,20 m2,70 m858685.185.2SW 1480818586B8 FoundationformworkFoundation strapFoundation strap 80 is provided forshuttering of single foundationsac

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≤ 30°2t2t2t2t429090.1TR 3010Fig. 69Fig. 67Fig. 70a + 70bB9 Shaft formworkShaft element TSEFor fast striking and moving of shaftformwork.Load capacity

2,52,54390.210Shuttering– The opposite infill in the externalformwork is 10 cm wide.– Tie through the shaft element.Fig. 71a.StrikingDo not exceed c

44RSRs20502050TRIO polygonalWith suitable element widths andinfills, circular structures can beshuttered with TRIO. See table below.Ties are placed th

45TRIO Versetzhaken 1,5tArt.-Nr. 023690BetriebsanleitungBetriebsanleitungTRIO Kombigehänge-2Art.-Nr. 044760BetriebsanleitungTransportgehänge-3Art.-Nr.

12B6B2A1A2A4B1A2B4B6B6B1B5B7B3A3OverviewTo give a clearer overview, only a partof the necessary work platforms areshown.

46➀➃➂➁2020270330330Standard joinConnecting elements with alignmentcoupler BFD 20. Fig. 78.Amount: 3 pieces.Up to concreting heights of 3.30 m,only tie

473333,32020232023C1 TRIO 330Fig. 81Fig. 82Fig. 83Obtuse and acute cornersExternal cornersElement connection with alignmentcoupler BFD and compensatio

48C1 TRIO 330Extension guidelines for horizontalpre-assemblywith combination h = 330 + 270Number of ties: 5 for each heightFig. 84a.with combination h

492023≤ 8,10C1 TRIO 330Abb.85aFig. 85bFig. 85cExtension guidelines for horizontalpre-assemblyup to h = 8.10 mElement connectionWith extension units h

50C2 TRIO AluWhen using TRIO Alu elements, thesame formwork guidelines apply aswith TRIO 270 steel.– It can be combined with TRIO steel.– Concrete pr

51TRIO Structure has been developedfor special concrete surfaces. See alsoTRIO Structure brochure.The TRIO frame element is deliveredwith backing form

52What should be done?Care tips1. Spray new formwork all over with release agent,e.g. PERI BIO Clean before first use.2. Spray formwork with PERI Bio

53D2 RepairSmall repairs can be made at thebuilding site, e.g. with veneer plugsand timber pieces.Large repairs, e.g. formlining change,must be carrie

5402400300600600600300575150ø 24ø 2415057515010015054010015012030030030030030030030030030027007575680300300120030027002700120ø 24ø 27120ø 24ø 27132054

ø 24254930 30 3030 307203001505753723ø 245751502525150150300300300300300600600720300270027009003003003006002700270055Panel TR 270x90 = 2.43m2112,00 02

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120030030030030030030012002525150325150253003009002400120300 600 600 600 3001503001503003003001200200 800 20012005625540 5401320Panel TR 120x240 =2.88

600300ø 2025493030307203003037150867333372315025150251501200600300300300720ø 2430012001200120057Panel TR 120x72 =0.86m243,50 022620Multi Panel TRM 120

300300300900300300600120600300600600300600720300300600300300353530012058Panel TR 60x90 = 0.54m231,40 022790Fitted with 18mm Finply formlining.TRIO TR

575300300300300300300300300575ø 2435300300270012003008653535120300300300300333300ø 242700584292335751203003005842923333ø 24333300300300300 12

2700240135°290135°120120190190575333300 300 300 3001200300 300 300 300 300 300 300 300 300575333333135°2902972700900 1200297 6006321200156056945530010

61ATbccdbccdMTATMTATMTFATMTFStopend Panel Wall thickness d [cm] b Concrete cover approx. 25mm Concret

2405755753252525240120077120259009009002700270015057040120404005504033150150ø 243335678675706201200ø 2415062Stopend Panel 24For 240mm thick walls.Can

57050/60/100430570150402700430150150333567867334304015060120120050/60/10098 (92)21(27)66 3260511200270096 2160503663Wall Thickness Compensation WDAFo

8503030458018040304540450450260515228816460 max. 220 mm5864642560Alignment Coupler BFD, galv. 4,05 023500For all main connections.Permissible Tension

4404005820301026814058254125ø 18ø 33ø 2256ø 255079015014612065Hook Tie DW15 L = 400, galv. 0,64 023650Permissible Tension Force: 20kN.Hook Tie Head DW

3A1 ElementA2 Element connectionA3 TiesA4 Push-pull propsB1 CornersB2 T-junctionB3 Wall offsetB4 InfillsB5 Stopend formworkB6 Working and concreting s

®Schalung und GerüsteTRIO-Versetzhaken 1,5tArt.Nr.: 023690Fabr.Nr.:Baujahr: 199Tragfähigkeit: 1,5tGehängeneigungswinkel max.30°Betriebsanleitung beach

16022210441ø 28ø 21ø 19203 x 80 = 24046808020ø 36130350344439x60 = 2340132140ø 5080522466466024522067Universal Waler 245 81,80 023920For tying acute

ø 25305014515021516160759088342481001508014218222501001514017013665➊➋6068Weight kg Item no.Top Tie Bracket-2 AH, galv. 2,00 023630For anchoring indep

692025024012060265650160490ø 2125 256017701451658ø 35ø 19B 15117203130120ø 211251302525Connector SB-1,2 - TRIO, DOMINO 48,80 027680For single face for

6535120560105118211851152001262635185115200356556012010511821895TRG 80TRG 12063544018004402680116480995121032812016316331270Concreting Platform 120x27

2909817581101151854476216ø 20105035651205601050130039> 30002132134315571Scaffold Bracket TRG 100/112 13,10 023590For mounting on horizontal and ver

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2345678910111213141516171819202122232425PERI S.A.S.Zone Industrielle Nord34-36 rue des Frères Lumière77109 Meaux CedexTel.: ++33 /1/ 64 35 24 40Fax: +

364538417262527141523810283248374046445051522627282930313233343536373839404142434445464748495051525354PERI spol. s r.o.Pribylinská 10831 04 Bratislava

4Whether for residential building orindustrial, for small or large buildingsites, the TRIO wall formwork systemis adaptable and versatile. Theseassemb

PERI GmbHP.O. Box 12 6489259 WeissenhornTel.: 0 73 09 / 9 50-0Fax: 0 73 09 / 9 [email protected] 4.10 e 05/2005 3ma Art.Nr.:791723 ©

514. Only remove the lifting accessoriesfrom the positioned formwork partsor units after they cannot changetheir position unintentionally.15. In stron