|
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 |
0.50¡Á0.6 |
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 | |
