Basic Info.
Model NO.
TPDFGCFS001
Erection Position
External Scaffolding
Move Method
Attached Lifting Scaffolding
Scaffolding Part Type
Scaffolding Couplers
Construction Properties
Installation Scaffold
Unit Weight
1.5kg
Surface Finish
Electro Galvanized, or Hot DIP Galvanized
Packing
25PCS Per Bag, 50bags Per Pallet
Advantage
Fast Delivery
Transport Package
Steel Pallet
Specification
steel
Trademark
TPCT
Origin
Jiangsu, China
HS Code
73084000
Production Capacity
50000 Pieces/Year
Product Description
Scaffolding drop forged girder coupler fixed style
1. Fixed scaffolding girder coupler / beam clamp is made of drop forged cap and welded plate
2. Unit weight: 1.5kg
3. Customized marks can be made
4. Surface finish: electro galvanized, or hot dip galvanized
5. Packing: 25pcs per bag, 50bags per pallet
6. Rich experience in producing drop forged couplers and pressed couplers, with ensured quality
7. Fast delivery
If you did not find the right coupler from the following list, please email us .
| No. | Item | Weight (kg) |
| 1 | Drop forged fixed coupler British type: 48.3 x 48.3 mm | 0.97 |
| 2 | Drop forged swivel coupler British type: 48.3 x 48.3 mm | 1.13 |
| 3 | Drop forged putlog coupler | 0.65 |
| 4 | Pressed sleeve, end to end connector | 1.02 |
| 5 | Drop forged fixed girder coupler | 1.5 |
| 6 | Drop forged swivel girder coupler | 1.6 |
| 7 | Ladder coupler | 0.72 |
| 8 | Drop forged inner joint pin | 1.1 |
| 9 | Board retaining coupler | 0.63 |
| 10 | Pressed right angle coupler British type | 0.85 |
| 11 | Pressed swivel coupler British type | 1.02 |
| 12 | Pressed putlog coupler | 0.63 |
| 13 | Pressed inner joint pin | 0.68 |
| 14 | Drop forged fixed coupler American type: 48.3 x 48.3 mm | 1.65 |
| 15 | Drop forged swivel coupler American type: 48.3 x 48.3 mm | 1.75 |
| 16 | Drop forged half coupler British type | 0.65 |
| 17 | Drop forged half coupler American type | 0.92 |
| 18 | Drop forged fixed coupler German type: 48.3 x 48.3 mm | 1.3 |
| 19 | Drop forged swivel coupler German type: 48.3 x 48.3 mm | 1.4 |