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Response Time
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AGPRC105 pileHandling Company
Aizawa High Pressure Concrete Co., Ltd.Categories
| Image | Part Number | Price (excluding tax) | Long-term bending tensile | Long-term diagonal tension | Long term compression | Design standard strength | Short term bending tensile | Short-term diagonal tension | Short term compression | Deformed steel bar arrangement radius (mm) | Number of deformed steel bars (pieces) | Deformed steel bar cross-sectional area (mm2) | Effective prestress (N/mm2) | Converted cross-sectional area (×10^2mm2) | Converted moment of inertia (10^4mm4) | PRC part Pile diameter shaft part | PRC section Pile diameter joint section | PRC part thickness | PRC part PC steel material placement radius (mm) | PRC section PC steel material Number of pieces (pieces) | PRC section PC steel cross-sectional area (mm2) | PRC section PC steel material nominal diameter (mm) | PHC section design bending strength ultimate (kN-m) | PHC section design bending strength crack (kN-m) | PHC section Pile diameter Shaft section | PHC section Pile diameter Node section | PHC section effective prestress (N/mm2) | PHC section converted cross-sectional area (×10^2mm-2) | PHC section shear and other strength short-term tolerance (kN) | PHC section shear strength (kN) |
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AGPRC105 PRC section pile diameter node 400Ⅰ Deformed steel bar D13 PHC section pile diameter node 400Ⅰ |
Available upon quote |
PHC part 2.0N/mm2 |
1.2N/mm2 |
30N/mm2 |
105N/mm2 |
PHC part 4.0N/mm2 |
PHC part 1.8N/mm2 |
60N/mm2 |
119 |
6 |
760 |
6.7 |
502 |
38.112 |
300N/mm2 |
440N/mm2 |
60N/mm2 |
120 |
6 |
471 |
10 |
79 |
35 |
300 |
440 |
7.1 |
471 |
94 |
One two three |
Reviews shown here are reviews of companies.
Reviews shown here are reviews of companies.
Response Rate
100.0%
Response Time
1.0hrs
