A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Glass fiber pile foundation reinforcement cage and construction method thereof
The invention discloses a glass fiber pile foundation reinforcement cage and a construction method thereof. The glass fiber pile foundation reinforcement cage comprises a glass fiber reinforcement cage and a reinforcement cage which are coaxially connected. The glass fiber rib cage comprises a plurality of glass fiber main ribs which are evenly distributed in the circumferential direction. The reinforcement cage comprises a plurality of steel bars evenly distributed in the circumferential direction. The steel bars correspond to the glass fiber main bars one to one, and the corresponding steel bars and the glass fiber main bars are connected through U-shaped clamps. Reinforcement hoops are arranged at the ends, away from the reinforcement cage, of the glass fiber reinforcement cages. And the steel bar reinforcing hoop is fixedly connected with the plurality of glass fiber main reinforcements. Glass fiber reinforcing hoops are arranged at intervals in the direction from the steel bar reinforcing hoops to the steel bar cage. Wherein the steel bar reinforcing hoop and the plurality of glass fiber stirrups are coaxially arranged, so that the corrosion resistance is improved, the steel bar reinforcing hoop and the plurality of glass fiber stirrups can be used as permanent support materials, the service life of a bridge structure is prolonged, and the secondary repair cost is reduced.
本发明公开了一种玻璃纤维桩基筋笼及其施工方法，玻璃纤维桩基筋笼包括同轴连接的玻璃纤维筋笼和钢筋笼。玻璃纤维筋笼包括若干沿圆周方向均匀分布的玻璃纤维主筋。钢筋笼包括若干沿圆周方向均匀分布的钢筋。若干钢筋与若干玻璃纤维主筋一一对应，且相对应的钢筋与玻璃纤维主筋之间通过U型卡连接。玻璃纤维筋笼远离钢筋笼的一端设置有钢筋加强箍。钢筋加强箍与多个玻璃纤维主筋固定连接。沿钢筋加强箍到钢筋笼的方向上，间隔设置有玻璃纤维加强箍。其中，钢筋加强箍和多个玻璃纤维箍筋同轴布设，提高了抗腐蚀性，可作永久性支护材料，延长了桥梁结构使用寿命，减少二次修复成本。
Glass fiber pile foundation reinforcement cage and construction method thereof
The invention discloses a glass fiber pile foundation reinforcement cage and a construction method thereof. The glass fiber pile foundation reinforcement cage comprises a glass fiber reinforcement cage and a reinforcement cage which are coaxially connected. The glass fiber rib cage comprises a plurality of glass fiber main ribs which are evenly distributed in the circumferential direction. The reinforcement cage comprises a plurality of steel bars evenly distributed in the circumferential direction. The steel bars correspond to the glass fiber main bars one to one, and the corresponding steel bars and the glass fiber main bars are connected through U-shaped clamps. Reinforcement hoops are arranged at the ends, away from the reinforcement cage, of the glass fiber reinforcement cages. And the steel bar reinforcing hoop is fixedly connected with the plurality of glass fiber main reinforcements. Glass fiber reinforcing hoops are arranged at intervals in the direction from the steel bar reinforcing hoops to the steel bar cage. Wherein the steel bar reinforcing hoop and the plurality of glass fiber stirrups are coaxially arranged, so that the corrosion resistance is improved, the steel bar reinforcing hoop and the plurality of glass fiber stirrups can be used as permanent support materials, the service life of a bridge structure is prolonged, and the secondary repair cost is reduced.
本发明公开了一种玻璃纤维桩基筋笼及其施工方法，玻璃纤维桩基筋笼包括同轴连接的玻璃纤维筋笼和钢筋笼。玻璃纤维筋笼包括若干沿圆周方向均匀分布的玻璃纤维主筋。钢筋笼包括若干沿圆周方向均匀分布的钢筋。若干钢筋与若干玻璃纤维主筋一一对应，且相对应的钢筋与玻璃纤维主筋之间通过U型卡连接。玻璃纤维筋笼远离钢筋笼的一端设置有钢筋加强箍。钢筋加强箍与多个玻璃纤维主筋固定连接。沿钢筋加强箍到钢筋笼的方向上，间隔设置有玻璃纤维加强箍。其中，钢筋加强箍和多个玻璃纤维箍筋同轴布设，提高了抗腐蚀性，可作永久性支护材料，延长了桥梁结构使用寿命，减少二次修复成本。
Glass fiber pile foundation reinforcement cage and construction method thereof
一种玻璃纤维桩基筋笼及其施工方法
LIU HONGBO (author) / LIU ZHIFENG (author) / SU NIANJIU (author) / LENG JIAJIN (author) / HE ZHOUQIONG (author)
2022-09-30
Patent
Electronic Resource
Chinese
Pile foundation reinforcement cage construction positioning method
| European Patent Office | 2021
Pile foundation reinforcement cage positioning equipment and construction method thereof
| European Patent Office | 2022
| European Patent Office | 2020
Reinforcement cage structure for karst area pile foundation and pile foundation construction method
| European Patent Office | 2021