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Large-diameter pile wall connecting reinforcement cage and manufacturing method thereof
According to the large-diameter pile wall connecting reinforcement cage and the manufacturing method thereof, due to the use of a U-shaped steel plate, the use of concrete during pouring is reduced, the construction efficiency of a subsequent wall is improved, and the quality of connection between pile walls is better guaranteed; the U-shaped steel plates are matched with the top U-shaped steel plates, the bottom U-shaped steel plates and the stirrups, so that the device can be manufactured without hoisting and overturning; through connection and cooperation of the top U-shaped steel plate, the bottom U-shaped steel plate, the vertical full-length channel steel, the triangular supports, the stirrups and the longitudinal main reinforcements, the rigidity of the reinforcement cage is greatly improved; the front section is used as the rear section to position the reinforcement cage, so that the accuracy of butt joint between the sections is ensured, and the butt joint error of the whole reinforcement cage is ensured to be within a controllable range.
本发明公开了一种大直径桩连墙钢筋笼及其制作方法,本申请中的钢筋笼,由于U型钢板的使用,减少了浇筑时候混凝土的使用,提升了后续墙的施工效率,更好的保证了桩墙之间连接的质量;U型钢板与顶部U型钢板、底部U型钢板、箍筋的配合结构形式可以让本申请不需要吊装翻转即可实现制作;并且通过顶部U型钢板、底部U型钢板、竖向通长槽钢、三角撑、箍筋、纵向主筋的连接配合,极大地提高了钢筋笼的刚度;通过前一节做后一节的定位钢筋笼,保证了节与节之间对接的准确性,保证了整个钢筋笼对接的误差在可控范围内。
Large-diameter pile wall connecting reinforcement cage and manufacturing method thereof
According to the large-diameter pile wall connecting reinforcement cage and the manufacturing method thereof, due to the use of a U-shaped steel plate, the use of concrete during pouring is reduced, the construction efficiency of a subsequent wall is improved, and the quality of connection between pile walls is better guaranteed; the U-shaped steel plates are matched with the top U-shaped steel plates, the bottom U-shaped steel plates and the stirrups, so that the device can be manufactured without hoisting and overturning; through connection and cooperation of the top U-shaped steel plate, the bottom U-shaped steel plate, the vertical full-length channel steel, the triangular supports, the stirrups and the longitudinal main reinforcements, the rigidity of the reinforcement cage is greatly improved; the front section is used as the rear section to position the reinforcement cage, so that the accuracy of butt joint between the sections is ensured, and the butt joint error of the whole reinforcement cage is ensured to be within a controllable range.
本发明公开了一种大直径桩连墙钢筋笼及其制作方法,本申请中的钢筋笼,由于U型钢板的使用,减少了浇筑时候混凝土的使用,提升了后续墙的施工效率,更好的保证了桩墙之间连接的质量;U型钢板与顶部U型钢板、底部U型钢板、箍筋的配合结构形式可以让本申请不需要吊装翻转即可实现制作;并且通过顶部U型钢板、底部U型钢板、竖向通长槽钢、三角撑、箍筋、纵向主筋的连接配合,极大地提高了钢筋笼的刚度;通过前一节做后一节的定位钢筋笼,保证了节与节之间对接的准确性,保证了整个钢筋笼对接的误差在可控范围内。
Large-diameter pile wall connecting reinforcement cage and manufacturing method thereof
大直径桩连墙钢筋笼及其制作方法
LANG JIYAO (author) / WANG ZHIPENG (author) / DENG SHUMI (author) / ZHAO QIQIANG (author) / SHEN XINGHONG (author) / ZHU JUN (author) / SHI YUAN (author) / ZHOU QIHUI (author) / SHU YUAN (author) / ZENG YONG (author)
2024-06-18
Patent
Electronic Resource
Chinese
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