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The top template supporting combination sturcture
The Reference form of component weight / per
| Order |
Component |
Specification M/bar |
Weight KG/bar |
| 1 |
NO 1 main beam |
2.68-4.39 |
20.45 |
| 2 |
NO 2 main beam |
2.28-3.68 |
17.35 |
| 3 |
NO 3 main beam |
1.77-2.88 |
13.55 |
| 4 |
NO 4 main beam |
1.12-1.78 |
8.43 |
| 5 |
sub-beam |
1.15 |
3.25 |
| 6 |
sub-beam |
0.80 |
2.35 |
| 7 |
sub-beam |
0.40 |
1.25 |
| 8 |
adjustive base |
0.50กม0.6 |
4.3 |
| 9 |
42adjustive mandril |
2.00 |
4.97 |
| 10 |
48adjustive mandril |
2.00 |
6.45 |
| 11 |
brace |
2.70 |
2.35 |
| 12 |
hawk mouth alike clip |
|
0.23 |
| 13 |
adjustive supporting pole |
2-3.1 |
11 |
| 2.4-4 |
13.5 |
| 2.6-4.3 |
14.5 |
| 2.8-4.8 |
15.1 |
The distance between two sub-beams is 30.5cm
The side distance24.5cm |
Shearing force wall template Supporting Combination Structure
The reference form of component weight/per
| Order |
Component |
Specification M/bar |
Weight KG/bar |
| 1 |
NO 1 crossbeam |
3.05-4.70 |
19.20 |
| 2 |
NO 2 crossbeam |
2.35-3.45 |
14.10 |
| 3 |
NO 3 crossbeam |
1.65-2.45 |
10.20 |
| 4 |
upright beam |
2.60-3.20 |
10.70 |
| 5 |
external angle |
0.80*0.80 |
7.00 |
| 6 |
internal angle |
0.40*0.40 |
4.20 |
| 7 |
supporting draw pole |
1.80-3.60 |
12.35 |
| 10 |
doorway fastener |
0.18-0.38 |
2.60 |
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Address:Gold shore development area ,Changli country ,Qinhuanddao city Hebei province ,China.