Continuously 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, 20mm, 25mm, 28mm, 32mm, 36mm, 40mm, 50mm, 57mm, 63.5mm, 65mm, 75mm |
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
5. Bonded Post-Tensioning Systems
High-performance solutions like the bonded post-tensioning system using threadbars are designed to improve the structural integrity and load-carrying capacity of concrete structures. These systems use high-strength steel bars that are bonded to the surrounding concrete using specialized grout, creating a strong and durable connection
6. Stress Bar Post- Tensioning
7. Anchorages for Post-Tensioning
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 |
