50mm Prestressing Screw Bar and Fully Soil Thread Bar
System Description:
Prestressed steel reinforcement involves the application of compressive stress to concrete before it is subjected to its intended load. This process is achieved by embedding high-tensile steel tendons within the concrete, which are then tensioned and anchored. Once the concrete hardens, the tendons are released, transferring the stress to the concrete and significantly improving its load-bearing capacity.
Fully Threaded Bar - can be cut and coupled at any point.
Low Relaxation Steel - minimum relaxation during service life.
Prestressing Grade Steel - high strength offers weight savings and reduced working diameters.
| Grade | PSB500，PSB830，PSB930，PSB1080 |
| Diameter | 15mm,0mm,25mm,32mm,36mm,40mm,50mm |
Applications:
Our thread bar systems are used for connections, formwork and anchorages and have been installed in large-scale construction projects worldwide. Whether for building, underground, bridge or road construction, tunnelling or mining.
1. Strengthening of Structures
2. Longitudinal Resistance
3. Prefabricated Tendon Systems
4. Shear Resistance
New external prefabricated bar tendon systems offer solutions for local deficits in shear resistance, which can be caused by insufficient shear reinforcement. These systems are designed to improve the structure's ability to withstand shear forces
5. Bonded Post-Tensioning Systems
6. Stress Bar Post- Tensioning
7. Anchorages for Post-Tensioning
1. Different grade: 500/630, 830/1030, 930/1080, 1080/1230
2. Diameter range: 15mm, 20mm, 25mm, 28mm, 32mm, 36mm, 40mm, 50mm, 57mm, 63.5mm, 75mm
3. Usage: rock bolt, soil nailing, tunneling, mining, bridge construction
Stock with fastest dlievery
Contact Information
Wendy Lee
Tianjin Cathy Pacific Steel Co.,Ltd
Email: tjgtqc@tjgtqc.com
WhatsApp: +86-176 1227 5091
| Nominal Diameter | Diameter | H | B | L | Nominal Section | Nominal Weight | |
| Dv | Dh | ||||||
| mm | mm | mm | mm | mm | mm | mm2 | kg/m |
| 15 | 15 | 15 | 1.0 | 4.5 | 10 | 176 | 1.47 |
| 18 | 18 | 18 | 1.0 | 4.0 | 10 | 254.5 | 2.11 |
| 20 | 20 | 20 | 1.3 | 4.8 | 10 | 314 | 2.47 |
| 25 | 25 | 25 | 1.6 | 6.0 | 12 | 490.9 | 4.10 |
| 32 | 32 | 32 | 2.0 | 7.0 | 16 | 804.2 | 6.65 |
| 36 | 36 | 36 | 2.5 | 8.0 | 18 | 1018 | 8.41 |
| 40 | 40 | 40 | 3.0 | 8.0 | 20 | 1256.6 | 10.34 |
| 50 | 50 | 50 | 3.0 | 9.0 | 24 | 1963.5 | 16.28 |
| 60 | 60 | 60 | 3.0 | 10.0 | 22 | 2827 | 23.26 |
| 63.5 | 63 | 63.5 | 3.0 | 12.0 | 22 | 3167 | 26.20 |
| 65 | 65 | 65 | 3.0 | 12.0 | 22 | 3318 | 27.470 |
| 70 | 70 | 70 | 3.0 | 12.0 | 22 | 3848 | 31.8 |
| 75 | 75 | 75 | 3.0 | 12.0 | 22 | 4418 | 36.9 |
| Grade500/630 | NominalDia. | CrossSection | YieldStrength | TensileStrength | YieldLoad | UltimateLoad | Elongation | NominalWeight |
| mm | mm2 | >=Mpa | >=Mpa | KN | KN | A/% | KG/m | |
| 20 | 314 | 500 | 630 | 157 | 198 | 10 | 2.47 | |
| 25 | 491 | 500 | 630 | 246 | 309 | 10 | 4.1 | |
| 28 | 615 | 500 | 630 | 308 | 387 | 10 | 4.83 |
