catalogue eng[1]
TRANSCRIPT
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Vaat Fact Ltd s a pat f a pduct cpat csst ffv tpss vlvd tal w (la, ll, cutt tc.)ad aufactu f tal w ach.
Th tps as v fft t pduc ds ad t d svcsf th qualt csstt wth th custs' pctats. Th custssvc lvl s casd du t th pat vstt pcss tdt th pduct plat dzat, dvsfcat, aufactudpducts qualt ctl, ad u spcalsts slls pvt.
Th sult f ths ffts s tust f hudds f custs a whchth a a wll-w cstuct ad ut azats,
pduct tpss ad sals cpas f Ua ad thcuts.
Cutl Vaat Fact Ltd ffs th fllw fw ssts flthc uld:
wall fw ssts
sla fw ssts
ssts f spcal tass slut
Th qualt f th pducts s uaatd hh pfssal slls f thaufactu, us f hh qualt pt ad dstc atals as wll asth stat-f-at pduct tchls. All pducts t th atalstadads ad cstuct atv ad tchcal dcuts.
WALL FormWorkSySTemSFa fw .................6
La-aafw ..........................22
Ccula clu ................. 32
Shaft platf .................. 36
SLAb FormWorkSySTemSSla fw .................. 38
Fw tals .............. 48
Lad-ascaffld ........................ 52
FormWorkPLAnning ......................... 60
USeFULinFormATion .................. 62
ConTACTS:www.vaat-fact.u
325, Shvch St.,khav ct
Tl./Fa:+38 (057) 756-37-77,
756-30-29(ultchal)
-al:
23, gaaa Avu,ffc 715, kv ct
Tl./Fa:+38 (044) 292-43-08,
292-35-27
-al: [email protected] ,[email protected]
General information General information
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Vaat Fact Ltd actvl pts ts pducts aad. it s a patcpat f dffttatal hts, such as:
inTernATionAL ACTiViTy oF VAriAnT FACTory LTD Foreign SALeS mArkeTS oF VAriAnT FACTory LTD
Th b 5 2008,Utd Aa eats,
Dua
buda 2009,
Plad,Pza
inTerSTroyexPo 2009,
russa Fdat,St.-Ptsu
STroybUSineSS 2009,russa Fdat,
Sch
blussa cstuctw 2009,blussa,ms
Pjct Qata 2009,Qata,Dha
Th sult f ths ffts s th dad f th pducts f Vaat Fact Ltd th atUaa at ad at cstuct sts f CiS cuts, th eupa U ad mddl eastcuts.
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VAriAnT FrAme FormWork
Fa fw Vaat Fact Ltd s a cplt sst that cluds accssssu pat ad saft ad ff th pptut t t a challs pptlad ffctl.
VAriAnT Sst s sutal t cas:
- ad sall-szd walls;
fudats;
clus ad pllas.Du t fcd pfls usd f aufactu f VAriAnT
fa fw pals th al ds ad sd palth hh lad-ca capact f th fllw lts suaatd:
fa pals 85 n/2
vsatl pals 100 n/2
dstush VAriAnT fa fw f th pductsf th sla ssts aufactus.
Th spcall dvlpd pfl f lts s t l lad sstat th pcss f cct ut als asth plact f fw plwd at th d f ts usfullf sustatall as as cpad wth lts f th
aufactus.
Flat shts qu spcal cututs f ach hls a usd.
Flfacd plwd f 21 thcss s usd pals.
Plwd s fastd wth slf-thad scws t th tal sd f pals pvdsthss f th sufac ctact th cct.
Plwd plac s as ad ffct.
VAriAnT FrAme FormWork SySTem
esu hh lvl f ffcc ad qualtf cct sufac.
guaats duct f pss asf stat ad cla psslts.
Sustatall splfs lft shafts adsta wlls cas thuh as-t-us adlal stpp lts.
VAriAnT FrAme FormWork SySTemFor Any ConSTrUCTion reQUiremenTS
frame formwork frame formwork
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30135
135
285
330
90 60 45
LogiCAL moDULAr SeT
rasal a f lts ffs th psslt t a ptal fa fwadjustt t a -st dads.
Thuht-ut lts allw as ad quc w ad a psv quptcats ucssa. Hh lad-ca capact 85 n/2 ad l lf t pvdVAriAnT fw ffcc f all wall cas tass.
Vsatl lts a usd f:
cas f ctaula clus
cat f cs
pat-ff
wall cas as c fa lts.
VAriAnT fa fw wth a fw lts has 15 c ptchspctv f hztal vtcal thd f applcat.
F au adjustt fth fa fw t acstuct st VaatFact Ltd pducs palswth th dss dff ff.
PAneL ConneCTion eLemenTSVAriAnT fa fw sst cluds
lts qud f cas f walls, pllas,clus, fudats a wplac stuats.ol fw lts allw VAriAnT fafw t usd as ad ffctl a cas.
ol tw claps a usd f pals cct th a utt jt ad wth a ad ult-us pas lcs.
if u d futh fat f t th us aual.
Adjustal clapClap dvc
VerSATiLe eLemenTS
frame formwork frame formwork
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VAriAnT fa fw sst clud dfft c ad pas ltss asal sutal f quc ad as cas f lthc cstucts wth dvscfuats.
JoinT AngLe
exTernAL AngLe
inTernAL AngLe
JoinT AngLe exTernAL
T a ht als f 70 t 180
Applcat vaats
T a als f 70 t 135
Applcat vaats
T a ht als
Applcat vaats
T a als f 90 t 180
Applcat vaats
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T a shaft stpp as
VAriAnT stpp c s dsd accd t advacd eupa tchlstdd f shafts. Accd t saft uls cas ad stpp a ad wthut ca fc f spl spdl, hu, stl a atcht wch. Th tal pat f a shaft stasfd as a whl t sav ca pat t.
bsds, VAriAnT stpp c ca usd as a tal c lt th wallfw.
T adjust a f ad t a stppas
Applcat vaat
max.
15
exPAnSion bLoCk STriPPing Corner
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VAriAnT CoLUmn FormWork
Th fllw clus ca casd wthth vsatl VAriAnT sst lts90 c ad 135 c wd:
Wth css-sct up t 7575 c,5 c ptch f pals 90 c wd;
Wth css-sct up t 120120 c,5 c ptch f pals 135c wd.
Vsatl lts a ptal f casf cs, utt-ds ad as clts f wall cas.
Allwal pssu f fsh cct fclu fw lts s 100 n/2.
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VAriAnT fa fw aufactucds t us du th cstuctpcss l al pats pducd Vaat Fact Ltd.
i s cass VAriAnT fa fwlts ca cd wth ltsad th aufactus. i such
cas u shall stalsh th d fquvalc t th fw lts.
Th aufactu ds t uaatth stal pat f VAriAnT fafw sst cas f cdusa f ts lts wth th lts fth ssts.
CombinATion oF VAriAnT FrAme FormWork eLemenTS
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itWht,
Atcl,
Pal faw 13503300 258.90 2041
9 00 3 30 0 1 81 .7 0 2 04 3
6 00 3 30 0 1 26 .9 2 2 04 4
4 50 3 30 0 1 03 .8 9 2 04 5
3003300 80.84 2046
1 35 028 50 2 14 .6 0 2 04 8
9 00 2 85 0 1 56 .9 0 2 05 0
6 00 2 85 0 1 11 .7 2 2 05 1
4502850 91.22 2052
3002850 70.72 2053
1 35 013 50 1 03 .2 3 2 05 5
9001350 83.35 2057
6001350 53.92 2058
4501350 44.19 2059
3001350 34.45 2060
itWht,
Atcl,
Pal Faw (vsatl)9 00 3 30 0 2 08 .0 0 2 04 2
9 00 2 85 0 1 77 .0 0 2 04 9
9001350 86.06 2056
900900 64.00 2070
1 35 033 00 2 94 .0 0 2 04 0
1 35 028 50 2 55 .5 0 2 04 7
1 35 013 50 1 22 .5 0 2 05 4
ital al 3300 117.48 2061
28 50 1 03 .3 0 20 62
1350 49.43 2063
itWht,
Atcl,
et al a l 33 00 5 7. 80 2 02 4
2850 49.50 2025
1350 23.10 2026
Jt al 3300 134.50 2064
28 50 11 4. 70 2 06 5
1350 58.44 2066
Jt al xtal 3300 61.60 2027
2850 51.30 2028
1350 25.20 2029
itWht,
Atcl,
epas lc3300 62.30 2067
2850 53.80 2068
1350 25.50 2069
Stpp c 3003300 196.00 2071
30 0 285 0 13 9. 00 2 07 2
3001350 93.00 2073
S tp p s pdl 4.00 2036
Clap dvc 4.60 1029
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itWht,
Atcl,
Adjustal clap 6.00 1030
gu d p la t 1.5 16 .9 0 20 31
0.9 10.40 2030
C ud plat 1 5. 70 2 03 8
C ct sc w 1 0- 16 0 .6 0 20 33
10-25 0.70 2039
Stp-d t 1.52 2008
itWht,
Atcl,
Ctact dvc 2.00 2032
Tast plat 1 7. 53 3 03 6
Lft h 9.50 2035
Suppt ac 3 40 4 0. 04 1 02 7
Suppt ac 5 40 5 7. 20 1 03 1
itWht,
Atcl,
Ajustal plu stut 2001
Spdl had 3.65 2002
Spdl ltw t hut d-h 3 6. 30 2 00 3
ets stut3.70 82.50 2004
et s st u t 2. 40 5 6. 71 2 00 5
Spdl ltw th d -h 4 3. 67 2 00 6
Wa ll a c t 1 2. 87 1 02 6
gud al clap 13.53 1025
itWht,
Atcl,
Supplat 1.23 2034
Pssu p lat 0.80 2075
Ha ut 0.36 2074
Sta-shapd ut 0.38 2007
T d 15.00 w/ plat 1.00 1.60 2037
Pl ast c t u 2. 50 0. 45 2 07 8
P la st c c 0 .0 05 2 07 7
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variant factorylarGe-area formwork larGe-area formwork
VAriAnT LArge-AreA FormWork
VAriAnT la-aa fw s a cpl sst cpl wth vaus spcfcdads f th cstuct tts. it has a wd applcat aa f wall la aacas clud a f fac cct sufac, us f cas f stadad cstuctulds as a ccall sudd vaat as wll as us d adadjustt t dfft lthc cstuct fs.
VAriAnT la-aa fw ts cc, spcfc ad stadad challs cstuct sts.
idvdual pla ad slct f fw lts f th spcfc tt allws casalst all lthc cstucts f th qud cct pssu.
VAriAnT la-aa fw sst s sutal t cas:
La aas f walls
Walls wth dvdual sufac patt (fac cct)
Stadad cstuct ulds as a ccall sudd vaat
Ccula walls
bd cstucts
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VAriAnT la-aa fw s a sst whch s adjustd t a spcfc tt, as-t-us caus t cssts f l th a lts:
Stl wal
Fw as
Fw plat
Ths lts a a st lal ad slf-suffct fw sst wth th hlp fcct ad suppt lts as wll as ach sst
Th la-aa fw als allws t cas clus ad pllas hav th spl adcplcatd f sct ad pfl.
Applcat vaats:
F cas f ctaula clus
F cas f ccula ad ult-aula clus
La-aa fw als t cas th clus f th sct up t 120120caccd t th fllw schs
VAriAnT la-aa fw sasl aadwth th pals fVAriAnT fa
fw th usf tast plat
larGe-area formwork larGe-area formwork
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VAriAnT la-aa fw sst clud stadad cct c ad paslts s sutal f ffct ad as cas f lthc cstucts wth -stadad cfuats.
PAneL ConneCTion eLemenTS
Stadad pal cct
Cct f pals wth paslcs
STriPPing CornerS
PLATeS AnD ConneCTorS Forming CornerS
Applcat vaats
T a ht t-al als ad sp-lf th lft shaftsstpp
Fa tal a-ls ca usd fa ht talals as wll
Uvsal al t act F a tal al
Applcat vaat
ital al plat F tal ht al f
Applcat vaat
C cct plat F tal ad tal ht al f-
Applcat vaat
Half splc plat F tp al f
Applcat vaat
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itWht,
Atcl,
Wal 12 0.50 9.14 3001
0.75 13.42 3002
1.00 17.72 3003
1.25 22.02 3004
1.50 26.40 3005
1.75 31.00 3006
2.00 35.28 3007
2.2 5 39.60 3008
2.50 43.86 3009
3.00 52.80 3010
4.00 71.34 3011
Fla clap 1.09 3021
ba scw 0.06 3037
ba scw 110 0.09 3038
Lft act 6.10 3030
itWht,
Atcl,
e l t c c t 6 .1 5 30 34
Ajustal wal
tt 9.20 3035
Ach plat 6.58 3033
Half splc plat 5.42 3026
it al a l plat 1 1. 30 3 02 0
Shaft walsqua plat 8.74 3024
itWht,
Atcl,
C c ct plat 1 3. 60 3 03 1
Uvsal a l t act 4 .4 0 3 03 2
Stac p lat 8.40 3027
Tast plat 1 7. 53 3 03 6
C ct p 0.37 3022
Sp ctt 0.07 3023
itWht,
Atcl,
Suppt ac 3 40 4 0. 04 1 02 7
Suppt ac 5 40 5 7. 20 1 03 1
Ajustal plu stut 2001
Spdl had 3.65 2002
Spdl ltw t hut d-h 3 6. 30 2 00 3
ets stut3.70 82.50 2004
et s st u t 2. 40 5 6. 71 2 00 5
Spdl lt wthd-h 43.67 2006
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itWht,
Atcl,
b a wall act 1 4. 00 3 03 9
gud alclap 13.53 1025
H ad a l p st 12 .4 0 10 59
ital al 3300 117.48 2061
28 50 1 03 .3 0 20 62
1350 49.43 2063
itWht,
Atcl,
Jt al 3300 134.50 2064
28 50 1 14 .7 0 20 65
1350 58.44 2066
Stpp c 3300 196.00 2071
28 50 1 39 .0 0 20 72
1350 93.00 2073
S t p p sp dl 4 .0 0 20 36
Clap dvc 4.60 1029
itWht,
Atcl,
Adjusta l clap 6.00 1030
Supplat 1.23 2034
Sta-shapd ut 0.38 2007
itWht,
Atcl,
T d 15.00 w/ plat 1.00 1.60 2037
Pl ast c t u 2. 50 0. 45 2 07 8
P la st c c 0 .0 05 2 07 7
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variant factoryCirCular Column CirCular Column
VAriAnT ccula clu ltsa tdd f a ccula cluswth dat 300 , 400 , 500 ,600 , 700 , 800 .
Th hav tatd sst f cctad hadl wth th hlp f ca.
Hht f th lts:2.0 , 1.0 , 0.5 .
Th a asl attachd t th fafw lts f a cluswth sccula pat-ff.
Ccula clus ca fcd ud plat us wh hht.
VAriAnT CirCULAr CoLUmnS
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itWht,
Atcl,
Ccula clu ltD 7 002000 178.00 2079
D 7001000 98.00 2080
D 700500 57.00 2081
D 6 002000 157.00 2012
D 6001000 96.50 2013
D 600500 53.00 2014
D 5 002000 141.00 2015
D 5001000 88.00 2016D 500500 49.00 2017
D 4 002000 130.00 2018
D 4001000 80.70 2019
D 400500 44.90 2020
D 3 002000 104.00 2021
D 3001000 65.00 2022
D 300500 36.00 2023
C ct sc w 1 0- 16 0 .6 0 20 33
10-25 0.70 2039
itWht,
Atcl,
gu d p la t 1.5 16 .9 0 20 31
0.9 10.40 2030
Ajustal plu stut 2001
Spdl had 3.65 2002
Spdl ltw t hut d-h 3 6. 30 2 00 3
ets stut3.70 82.50 2004
et s st u t 2. 40 5 6. 71 2 00 5
Spdl lt wthd- h 43.67 2006
itWht,
Atcl,
Suppt ac 3 40 4 0. 04 1 02 7
Suppt ac 5 40 5 7. 20 1 03 1
itWht,
Atcl,
Supplat 1.23 2034
ml scaffld
CirCular Column CirCular Column
i f i f
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A shaft platf s a cpl f shaft as, wd stl dc whwth lalsuppt cstuct f th wall fw s catd.
Shaft platfs a usd f cct f th walls f clsd aptu (shaft).
Th sv as:
Suppt f wall fw
Aa f saf atac f wall fw
Th csst f:
Tlscpc shaft as
Pawls f shaft platf
Lth f a tlscpc a s dtd accd t th pla, .. tal shaft dssus 100
Shaft platform Shaft platform
VAriAnT SHAFT PLATForm
itWht,
Atcl,
Tlscpc shaft a1.65- 2.00 66.30 2010
2.00- 2.70 99.70 2011
Pwl f shaft platf 1 8. 00 2 00 9
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Sla fw s a cstuct st fcas f cl slas f a lth,wdth ad dpth.
Sla fw s asl adjustd t acstuct pla f a cplt.
All dtals a atchd t ach th
accuatl ad cpatl wth ltsad th lad fw au-factus ad ca asl cd.Suppts stad uus ccls f usa.Th suppt hht ca ulatd stp--stp ad aduall d t st asla hht whl a.
Avalalt f wd a f suppts,tpds ad hads vs a pptut tchs asal ad ffct st t satsfdfft quts f cstuct ststh du dustal adctta cstuct.
VAriAnT SLAb FormWork
Slab formwork Slab formwork
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TeLeSCoPiC SUPPorTSit s ad f pwd catd stl.
rbgUmts th stadads usd eupa fw sst aufactus.Lad-ca capact f th suppt s 30 n at a ts hht. Thsults f th tsts ad th laat f th khav Stat TchcalUvst f Cstuct ad Achtctu shwd that rbgU supptsaufactud th Vaat Fact ca a lad 60n wthut plastcdfats, cupl, cuts f f lts ad aupt cas fdflcts. W thadd pat f suppt s zcd.
rbgU suppts a tdd f stallat f fw as dustal ad cvl wth th fw hht f 0.965t 5.511 .
FeATUreS Spl assl ad dsatl; Accuac f hht adjustt; Slf-cla psd thad.
rbgUra f v-ut, c
1.50 3.00 3.50 4.10 4.50 5.509 6- 1 53 1 71 -3 08 2 01 -3 55 2 34 - 41 0 2 46 -4 50 2 99 -5 51
rbgn Lad-ca capact f th suppt s 20 n at a ts hht.Th sults f th tsts ad th laat f th khav Stat TchcalUvst f Cstuct ad Achtctu shwd that rbgn supptsaufactud th Vaat Fact ca a lad 35n wthut plastcdfats, cupl, cuts f f lts ad aupt cas fdflcts. W thadd pat f suppt s zcd. rbgn suppts a tdd f stallat f fw as dustal ad cvl wth th fw hht f 1.72
t 5.50 .FeATUreS Spl assl ad dsatl; Accuac f hht adjustt; Slf-cla psd thad.
rbgnra f v-ut, c
3.00 3.50 4.10 4.50 5.00 5.501 72 - 30 0 2 06 -3 50 2 34 -4 10 3 14 - 45 0 3 48 -5 00 3 82 -5 50
rbgLad-ca capact f th suppt s 15 n at a tshht. Th sults f th tsts ad th laat f th khavStat Tchcal Uvst f Cstuct ad Achtctu shwdthat rbg suppts aufactud th Vaat Fact ca alad 25n wthut plastc dfats, cupl, cuts f flts ad aupt cas f dflcts. W thaddpat s quppd wth zcd ta ad upp pvtcct t t sd du pat.rbg suppt s tdd f stallat f fw as cvl wth th fw hht f 1.66 t 4.54 .
FeATUreSSpl assl ad dsatl;Accuac f hht adjustt;Clsd thad.
rbgra f v-ut, c
2.75 3.00 3.50 4.10 4.50166-278 182-302 214-350 238-414 254-454
SySTem eLemenTS
TriPoDS
TriPoD Wit s usd as a suppt ct ad. Th pvtd tpd as th ct ltd spac a walls ad th cs as. Lc ds allws tfast suppt wth th dat f 55 t 85 . W psthht s 760 . Th s a hadl pvdd f ca.
TriPoD Lit s usd as a suppt ct ad. Th pvtd tpd as th ct ltd spac a walls ad th cs as. Ds f supptclap lc. W pst hht s 850 .
TriPoD L lhtit s tdd f rbg, rbge suppts as a ffct vaat ducth cst f th fw st.
HeADS
LoWering HeADit hlds ltudal fw as al ds ad at csscsss.Wh stpp ht wth a ha a ulc wd s uht lw th fw f 6 c allw v th css fwas ad plwd dc. Aft fw stppd th plwd platsad as ca futh usd, ad l suppts a lft t allwslas t s.
SUPPorT HeADit hlds tdat suppts.
CroWn HeAD, CroWn HeAD LigHTSpl ad ffct wa f slas cas.
rbge Lad-ca capact f th suppt s 9 n at a ts hht.Th sults f th tsts ad th laat f th khav Stat TchcalUvst f Cstuct ad Achtctu shwd that rbge supptsaufactud th Vaat Fact ca a lad 15n wthut plastcdfats, cupl, cuts f f lts ad aupt cas fdflcts. W thadd pat s quppd wth zcd ta adupp pvt cct t t sd du pat. rbge suppt s tdd f stallat f fw as cttacstuct wth th fw hht f 1.74 t 4.46 .
FeATUreS Spl assl ad dsatl; Accuac f hht adjustt; Clsd thad.
rbgera f v-ut, c
3.00 3.50 4.10 4.50174-302 198-350 230-414 246-446
Slab formwork Slab formwork
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rcdd dstac
tw ws f ltudal as s 2
rcdd dstac
tw suppts s 1
rcdd dstac
tw ltudal as s 0.5
mut suppts t tpds ad fwth th lc fllw th schf hztal fw dspsal.
ist lw hads t suppts.Pa attt t f th wd thcct pst. Put th ltudalfw as t th lwhads.
mut tdat suppts whsuppt hads a utd adfd.
Put css fw as. Put thplwd plat.
PATCH ArrAy oF SLAb FormWorkeLemenTS by SLAb THiCkneSS UP To 30 Cm
moUnTing ProCeDUre oF SLAb FormWork
Wh cct th slas th dstac tw fw lts ca casd aft pvus statstcal stat wth th hlp f data autlad-ca capact f ach lt th sst (plwd, as adsuppts).
Th spcalsts f Vaat Fact Ltd. a ad t hlp u t a cctcalculat f th fw lts ad sch f th dspsal. W ca hlpu t calculat th st ffct sch f fw dspsal f u ttsujct t ds tps f fw as ad plwd usd.
Slab formwork Slab formwork
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y
45
y
WHAT THe SUPPorTS Are inDenDeD For WHenTHe FormWork Are DiSmAnTLeD?
Dpd th cstuct pcss aulasuppts ca qud t sst th cctshft lads upp sla cct lads.
CorreCT DASPoSAL oF AUxiLiAry SUPPorTS:
Aula suppts a tdd f lad dstuttw a w sla ad a sla ud t. Th ladsdpd th slas had d.
nucal lat f aula suppts ad f-w suppts a dtd th fllwlt ats:
0.4 f a aula suppt s uh f a f-w suppt f th stffss f th slas s f thsa atud;
0.8 f a aula suppt s uh f a fwsuppt f th lw sla s uch stff (fudatplat).
ConSULT THe SPeCiALiST
i a cas csult th cptt spcalst t slvth pl wth aula suppts spctv f thav statd fat. i cas f dut spcallf dvs sla ssts csult th spcalst whad statstcal calculats.
mAin rULe
i a al cas th fw stpp shall df th ddl f th sla th dct t thdsThs ul s obLigATory f spas!
STriPPing ProCeDUre oF SLAb FormWork
Dsatl all tdat suppts.
Ht th wd f th lw had wth a hu (th lw had ust lwd 6 c).
Tu ad ta ut th css fw as (th as ud th plwd jts a lft th pst).
Dsatl th plwd.
rv th css ad ltudal fw as.
Slab formwork Slab formwork
Lad tasf Lad tasf
Cv sla spa as f 7.50
variant factory variant factorySlab formwork Slab formwork
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y
47
y
itWht,
Atcl,
Supp t rbgU 1.50 8.28 1012
3.00 19.54 1013
3.50 22.42 1014
4.10 24.29 1015
4.50 26.11 1047
5.50 30.88 1017
Suppt rbgn 3 .0 0 1 3. 64 1 03 2
3.50 14.41 1011
4.10 17.71 1033
4 .50 18 .2 3 * 1044
5 .0 0 18 .6 2 * 1045
5 .5 0 20 .2 7 * 1046
itWht,
Atcl,
S up p t rbg 2.7 5 12 .4 7 10 06
3.00 13.35 1007
3.50 14.72 1008
4.10 17.05 1043
4.50 20.16 1010
Suppt rbge 3 .0 0 1 1. 03 1 05 2
3.50 12.34 1038
4.10 14.12 1053
4.50 15.02 1054
Tpd W 16.50 1019
itWht,
Atcl,
Tpd L 9.68 1020
Tpd L lht 6.41 1049
Lw had 6.93 1024
Suppt had 0.81 1023
Cw had 2.97 1021
Cw had lht 1.58 1050
itWht,
Atcl,
b a f su pp t 7. 30 10 58
ets f a
f supp t 3.65 1057
g u d a l cl a p 1 3. 53 10 25
H ad a l p st 1 2. 40 10 59
ml scaffld
Slab formwork Slab formwork
* th wht f a suppt ca chad accd t th qud lad p a suppt
variant factory variant factoryformwork tableS formwork tableS
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formwork tableS formwork tableS
VAriAnT FormWork TAbLeS For SLAbS
Fw tals f slas a a t sav sst ptz la csts at th cstuctf la-scald tts wth a spl ds.
Fw tals f slas a tdd f cas f:
Slas wth la aas (shpp cts, dustal pjcts)
Hh-s ulds ad cstucts pt as a saf fw sst lt
Advatas f th fw tals f slas as cpad wth tadtal a-ad-suppt
sla sst:
rapdl v fshd lad lcs
mu qud u f suppts
Sl captv lts f tals
La csts a ducd wh cas ad stpp
icasd saft
Had ul f hztal fcs f thtal ds t th tal fudat.
ul
Wd-shapd dvc ult t tal had
as stpp as.
variant factory variant factoryformwork tableS formwork tableS
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itWht,
Atcl,
Fw tal
Fw tal wthut plwd
Supp t rbgU 1.50 8.28 1012
3.00 19.54 10133.50 22.42 1014
4.10 24.29 1015
4.50 26.11 1047
5.50 30.88 1017
itWht,
Atcl,
Ta l had 18.00 1055
Cct ut 1.00 1056
ba scw 0.06 3037
ba scw 110 0.09 3038
b a f sup p t 7 .3 0 10 58
ets f af supp t 3.65 1057
itWht,
Atcl,
gud alc lap 1 3. 53 1 05 1
itWht,
Atcl,
H ad a l p st 1 0. 25 10 59
variant factory variant factoryload-bearinG SCaffoldinG load-bearinG SCaffoldinG
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Lad-a scaffld s usd wh cct
slas wth a fl hht f 6
cld slas ad cstucts th placs wh hztal lads appa
hh-s ulds ad cstucts pt as a saf fw sst lt
ds, tuls ad th cstucts.
Th sst f statcall d tws ca usd th placs wh us f th sla
fw ssts s ltd pssl.
Lad-a scaffld ca asl cd wth hztal fw th satt.
Th ass f cstuct s tal fas 1.5 wdth, 0.9; 1.2; 1.8 hht .
VAriAnT LoAD-beAring SCAFFoLDing
variant factory variant factoryload-bearinG SCaffoldinG load-bearinG SCaffoldinG
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1. Wd uts thscws. Plac scws tlw suppts. F scwsad lw suppts ta.
SySTem eLemenTS moUnTing/DiSmAnTLing ProCeDUre oF LoAD-beAring SCAFFoLDing
Jt f tw fas.
2. mut tw fas th scws. itcctfas css ts vtcal pla.Plac th css t hztal pla thupp css-pps f thfas.Plac sts th uppfcs f th fas adf th tas.Adjust th scaffldvtcall as futs th scws.
3. mut tw fas th sts ad f th tas.itcct fas css ts vtcal pla-.Plac sts th uppfcs f th fas adf th tas.
4. Fa as pc-du s ccld f -qud ad f flad-a tw.mut d s usdf saf ad pactcalstallat f lad-a- scaffld.
5. Wd uts thscws. Plac scws tupp suppt F adf th tas.ist scws th uppfcs f th vtcalpps f th fas.
oc tas st th shuld v vd tll scaffld dsatl.rv th tas l wh dsatl scaffld.
Dsatl f scaffld s d vs d.
Upp supptF
Css t 1.0 (1.5; 2.0)
Css t 0.91.0 (1.5; 2.0)
mut d
Css t 1.21.0 (1.5; 2.0)
Css t 1.81.0 (1.5; 2.0)
Lw suppt
Fa 0.9 1.5
Fa 1.2 1.5
Fa 1.8 1.5
Scw
nut
variant factory variant factoryload-bearinG SCaffoldinG load-bearinG SCaffoldinG
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itWht,
Atcl,
Fa 0. 9 1 .5 15 .5 1 93 91
1.2 1.5 19.47 9392
1.8 1.5 26.29 9393
Css t 0.91.0 4.30 9406
1.21.0 5.23 9407
1.81.0 6.59 9408
0.91.5 5.74 9396
1.21.5 6.41 9397
1.81.5 7.59 9398
0.92.0 7.21 9399
1.22.0 7.62 9400
1.82.0 8.16 9401
itWht,
Atcl,
Css t 1.0 4.10 9409
1.5 5.90 9402
2.0 7.81 9403
ist 2.11 9341
rta 0.17 9342
Scw 7.15 9390
nut 0.83 9343
itWht,
Atcl,
U pp sup p t F 3. 23 93 94
Lw supp t 2.00 9395
m u t d 1 .0 1 4. 19 9 41 0
1.5 18.04 9404
2.0 22.44 9405
Fad tu 1.0 3.22 9412
1.5 6.34 9413
2.0 8.45 9414
2.5 10.56 94153.0 12.67 9416
itWht,
Atcl,
Swvl c upl 2.31 9417
Cupl 1.54 9418
Wh ll f s h ft 7. 37 94 11
H ad a l p st 1 2. 40 10 59
variant factory variant factoryformwork planninG formwork planninG
We ProViDe yoU oUr SUPPorT DUring
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SigniFiCAnT inSTrUCTionS:
Th cut saft ad la ptct ts ad uls shuld pfd f saf us fu pducts.
Th fus ths stuct shw tdat ut psts, thf, th a talwas cct ts f saft.
Chc th qualt f atal f us.
D t us th atals daad, dfd ad wa as a sult f wa ad ta, cs dca.
Us l al dtals as spa pats.
Sultaus us f u fw ssts ad ssts f th aufactus s dausad sujct t addtal spcal chc.
if qud w ca sd a fw spcalst t csult u u st.
it tas uch t f a -pt t slct th fw st, ad ft ths slct s ta ptal dcs spct t th fw f th spcfc cstuct tt.
Spcalsts f th VAriAnT Fact a ad t hlp u t chs th fw stcctl ad t cd u th ptal dcs f ach spcfc cstuct tt.
ou s us Tps pa f fw calculat whch as fw plasautatcall ad ptzs atal suppt.
ou s v csultats -st ad hlp t a cct dcs lat tptal ad saf us f u pducts.
We ProViDe yoU oUr SUPPorT DUringTHe WHoLe ConSTrUCTion ProCeSS
variant factory variant factoryuSeful information uSeful information
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FreSH ConCreTe HArDening
ConCreTing AnD FormWork STriPPing meTHoD
FreSH ConCreTe DeFLeCTion
Th lvl f th cct cffct f lastct3 das achs 70% f th valu achd 28 das spctv f cct cpst.Thf, cct has lw casf dflct. Cp dfats dvlpd
s as cd th dflcts svalts. eal fw stpp, .. 3 dasstad f 28, cass ttal dfatlss tha 5%. As ppsd t t cpdfat as a sult f dfft pacts,.. fll at hudt a hudt, ca chad th a f 50% up t 100%f th stadadzd valu. Thf, th ttalfw dflct ds t dpd tht wh th fw was stppd.
DeFLeCTion DiAgrAm For FinninSH
birCH WooD
FreSH ConCreTe PreSSUre onTHe WALL FormWork
Had f fshcct dpd th ct class sshw th daa.
Th a ccttpatu duhad s pctd
t 20 C.
Wat / ct = 0.50
Compressiveresistacei%
tothevalueothe28thday
Deflectio[mm]
(15% wt)
Pressureofthefreshcocrete,
kn/m
2
Spa tw suppts l [c]
Tpatu f th fsh cct s 15 Cwthut cu tad
Fluidconc
rete
Suppts
Walls
Vlct f v as, /h