Good User Reputation for Wholesale Prestressed Concrete Multiholes Connector Anchor - Cold Pressing Coupler – YIDA
Short Description:
The parameter of the cold extrusion coupler(No.20 steel) Size Out Diameter(mm) Wall thickness(mm) Length(mm) Weight(Kg) 16 30±0.5 4.5(+0.54/-0.45) 100±2 0.28 18 33±0.5 5(+0.6/-0.5) 110±2 0.38 20 36±0.5 5.5(+0.66/-0.55) 120±2 0.50 22 40±0.5 6(+0.72/-0.6) 132±2 0.66 25 45±0.5 7(+0.84/-0.7) 150±2 0.98 28 50±0.5 8(+0.96/-0.8) 168±2 1.39 32 56±0.56 9(+1.08/-0.9) 192±2 2.00 ...
Good User Reputation for Wholesale Prestressed Concrete Multiholes Connector Anchor - Cold Pressing Coupler – YIDA Detail:
The parameter of the cold extrusion coupler(No.20 steel) |
||||
Size |
Out Diameter(mm) |
Wall thickness(mm) |
Length(mm) |
Weight(Kg) |
16 |
30±0.5 |
4.5(+0.54/-0.45) |
100±2 |
0.28 |
18 |
33±0.5 |
5(+0.6/-0.5) |
110±2 |
0.38 |
20 |
36±0.5 |
5.5(+0.66/-0.55) |
120±2 |
0.50 |
22 |
40±0.5 |
6(+0.72/-0.6) |
132±2 |
0.66 |
25 |
45±0.5 |
7(+0.84/-0.7) |
150±2 |
0.98 |
28 |
50±0.5 |
8(+0.96/-0.8) |
168±2 |
1.39 |
32 |
56±0.56 |
9(+1.08/-0.9) |
192±2 |
2.00 |
36 |
63±0.63 |
10(+1.2/-1) |
216±2 |
2.83 |
40 |
70±0.7 |
11(+1.32/-1.1) |
240±2 |
3.84 |
The material of the cold extrusion rebar coupler is No.20 steel.
Product detail pictures:
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We're going to commit ourselves to giving our esteemed customers along with the most enthusiastically considerate providers for Good User Reputation for Wholesale Prestressed Concrete Multiholes Connector Anchor - Cold Pressing Coupler – YIDA, The product will supply to all over the world, such as: Auckland, Comoros, Germany, We can give our clients absolute advantages in product quality and cost control, and we have full range of molds from up to one hundred of factories. As product updating fast, we succeed in developing many high quality products for our clients and get high reputation.
By Mike from Iceland - 2015.09.21 11:01
Product quality is good, quality assurance system is complete, every link can inquire and solve the problem timely!
By Edwina from French - 2016.10.27 12:12