Page 63 - Teknik El Product Catalogue
P. 63
Konvansiyonel kal›p sistemleri / Conventional formwork systems
Dikey eleman
Horizantal element
FLANfi / FLANGE BC Brüt A¤›rl›k
Gross weight
L d Adet Çap Kal›nl›k Delik Say›s› A mm mm
500 375 d
Quantity Diameter Thickness Number of hole
mm mm mm mm mm Ad mm Ø 60.3 Ø 51
500 126 7 8 125
1000 Ø 51 x 2.5 kg./A
1500 Ø 60.3 x 3.2
2000 1 4.155 d 3.295
2500 2
3000 3 7.425 5.825
4
5 10.695 8.355
6
14.085 10.885
17.235 13.415
20.505 15.945
1000 Ø 51 x 2.5 1 126 7 6.395 4.795
2000 Ø 60.3 x 3.2 2 8 125 1000 875 11.905 8.825
3000 3
17.415 12.855
02
Ø51 x 2,5 mm ve Ø60x3,2 mm dikey eleman For the flanged type shoring scaffold systems Yatay eleman
kesit seçenekleri olan flanfll› tip tafl›y›c› iskele having option of vertical element dimensions
sistemlerinde yatay elemanlar›n montaj as Ø51 x 2.5 mm and Ø60 x 3.2 mm, installation Horizantal element
aral›klar› azalt›larak tafl›ma kapasitesi spans of the horizontal elements are
artt›r›labilir. ‹skele sistemi krikolu üst bafll›klar›, decreased and shoring capacity can be L L2 d2 Kurta¤z› Kama Brüt A¤›rl›k
çeflitli yatay tafl›y›c› seçeneklerine uygun increased. Scaffold system upper heads with Kal›nl›¤› Kal›nl›¤› Gross weight
üretilmektedir. screw jack are manufactured fitting to options d: Ø51 d: Ø60.3 Attachment Wedge
of various horizontal supporting elements. mm mm d: Ø51 d: Ø60.3 head thickness Ø42.4 Ø48.3
750 700 690 mm mm thickness kg./Ad kg./Ad
1000 950 940 t
1500 1450 1440 t
2000 1950 1940 mm
2250 2200 2190 mm
2500 2450 2440
3000 2950 2940 2.830 3.140
3.600 4.000
5.120 5.800
42.4 x 2.5 48.3 x 3.2 47 6.650 7.570
7.410 8.450
8.180 9.340
9.710 11.110
Ø51 X 2,5 mm dikey tafl›ma diyagram› Ø60 X 3,2 mm dikey tafl›ma diyagram›
Ø51 x 2.5 mm vertical shoring resistance diagram Ø60 x 3.2 mm vertical shoring resistance diagram
4 4
3.5 3.5
3 3
2.5 2.5
ALAN (m2.)
AREA ( 2m.)2 2
1.5 1.5
1 1
0.5 0.5
Teknik-El Kal›p Sistemleri 0 10 15 20 25 30 35 40 45 50 60 70 100 150 0 10 15 20 25 30 35 40 45 50 60 70 100 150 Teknik-El Kal›p Sistemleri
5 5
BETON KALINLI⁄I CONCRETE THICKNESS (cm.)
(cm.) 1 ‹nce ayar mili
Base jack
1 m. yatay aral›k 3 m. yatay aral›k 1 m. Horizontal element distance 3 m. Horizontal element distance
2.5 m. yatay aral›k 2 m. yatay aral›k 2.5 m. Horizontal element distance 2 m. Horizontal element distance 2 Bafllang›ç eleman›
1.5 m. yatay aral›k 1.5 m. Horizontal elementdistance Starting element
122 3 Düz pabuç 123
Base plate
4 Tek flanfl
Single flange
1 23 4
Dikey eleman
Horizantal element
FLANfi / FLANGE BC Brüt A¤›rl›k
Gross weight
L d Adet Çap Kal›nl›k Delik Say›s› A mm mm
500 375 d
Quantity Diameter Thickness Number of hole
mm mm mm mm mm Ad mm Ø 60.3 Ø 51
500 126 7 8 125
1000 Ø 51 x 2.5 kg./A
1500 Ø 60.3 x 3.2
2000 1 4.155 d 3.295
2500 2
3000 3 7.425 5.825
4
5 10.695 8.355
6
14.085 10.885
17.235 13.415
20.505 15.945
1000 Ø 51 x 2.5 1 126 7 6.395 4.795
2000 Ø 60.3 x 3.2 2 8 125 1000 875 11.905 8.825
3000 3
17.415 12.855
02
Ø51 x 2,5 mm ve Ø60x3,2 mm dikey eleman For the flanged type shoring scaffold systems Yatay eleman
kesit seçenekleri olan flanfll› tip tafl›y›c› iskele having option of vertical element dimensions
sistemlerinde yatay elemanlar›n montaj as Ø51 x 2.5 mm and Ø60 x 3.2 mm, installation Horizantal element
aral›klar› azalt›larak tafl›ma kapasitesi spans of the horizontal elements are
artt›r›labilir. ‹skele sistemi krikolu üst bafll›klar›, decreased and shoring capacity can be L L2 d2 Kurta¤z› Kama Brüt A¤›rl›k
çeflitli yatay tafl›y›c› seçeneklerine uygun increased. Scaffold system upper heads with Kal›nl›¤› Kal›nl›¤› Gross weight
üretilmektedir. screw jack are manufactured fitting to options d: Ø51 d: Ø60.3 Attachment Wedge
of various horizontal supporting elements. mm mm d: Ø51 d: Ø60.3 head thickness Ø42.4 Ø48.3
750 700 690 mm mm thickness kg./Ad kg./Ad
1000 950 940 t
1500 1450 1440 t
2000 1950 1940 mm
2250 2200 2190 mm
2500 2450 2440
3000 2950 2940 2.830 3.140
3.600 4.000
5.120 5.800
42.4 x 2.5 48.3 x 3.2 47 6.650 7.570
7.410 8.450
8.180 9.340
9.710 11.110
Ø51 X 2,5 mm dikey tafl›ma diyagram› Ø60 X 3,2 mm dikey tafl›ma diyagram›
Ø51 x 2.5 mm vertical shoring resistance diagram Ø60 x 3.2 mm vertical shoring resistance diagram
4 4
3.5 3.5
3 3
2.5 2.5
ALAN (m2.)
AREA ( 2m.)2 2
1.5 1.5
1 1
0.5 0.5
Teknik-El Kal›p Sistemleri 0 10 15 20 25 30 35 40 45 50 60 70 100 150 0 10 15 20 25 30 35 40 45 50 60 70 100 150 Teknik-El Kal›p Sistemleri
5 5
BETON KALINLI⁄I CONCRETE THICKNESS (cm.)
(cm.) 1 ‹nce ayar mili
Base jack
1 m. yatay aral›k 3 m. yatay aral›k 1 m. Horizontal element distance 3 m. Horizontal element distance
2.5 m. yatay aral›k 2 m. yatay aral›k 2.5 m. Horizontal element distance 2 m. Horizontal element distance 2 Bafllang›ç eleman›
1.5 m. yatay aral›k 1.5 m. Horizontal elementdistance Starting element
122 3 Düz pabuç 123
Base plate
4 Tek flanfl
Single flange
1 23 4
