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A platform for research: civil engineering, architecture and urbanism
Buckling-restrained steel plate shear wall with damping mechanism
The invention discloses a buckling-restrained steel plate shear wall with a damping mechanism. The buckling-restrained steel plate shear wall comprises a compression resisting mechanism and the damping mechanism; the damping mechanism is arranged in the compression resisting mechanism; a lower side double-layer two-way reinforcement cage is arranged in a lower side concrete restraint layer; the lower side concrete restraint layer is connected with an isolation layer through the lower side double-layer two-way reinforcement cage; an upper side double-layer two-way reinforcement cage is arranged in an upper side concrete restraint layer; the upper side concrete restraint layer is connected with exposed steel tie bars through the upper side double-layer two-way reinforcement cage; the lower side concrete restraint layer and the upper side concrete restraint layer are integrally manufactured; the machining difficulty is lowered, the production efficiency is high, and batch production can be achieved; and transverse steel bars are connected with the exposed steel tie bars through limiting pieces. By means of the connecting manner of the upper side double-layer two-way reinforcement cage and the lower side double-layer two-way reinforcement cage, the connecting strength of the lower side concrete restraint layer and the upper side concrete restraint layer is improved, and the whole buckling-restrained steel plate shear wall is firmer.
本发明公开了一种具有减震机构的防屈曲钢板剪力墙，包括抗压机构和减震机构，抗压机构的内部设置有减震机构，下侧混凝土约束层的内部设置有下侧双层双向钢筋笼，下侧混凝土约束层通过下侧双层双向钢筋笼与隔离层连接，上侧混凝土约束层的内部设置有上侧双层双向钢筋笼，上侧混凝土约束层通过上侧双层双向钢筋笼与外露拉结钢筋连接，下侧混凝土约束层和上侧混凝土约束层为一体式制作，降低了加工难度，生产效率高，可批量生产，横向钢筋通过限位件与外露拉结钢筋连接，上侧双层双向钢筋笼和下侧双层双向钢筋笼的连接方式，提升了下侧混凝土约束层和上侧混凝土约束层的连接强度，整体更牢固。
Buckling-restrained steel plate shear wall with damping mechanism
The invention discloses a buckling-restrained steel plate shear wall with a damping mechanism. The buckling-restrained steel plate shear wall comprises a compression resisting mechanism and the damping mechanism; the damping mechanism is arranged in the compression resisting mechanism; a lower side double-layer two-way reinforcement cage is arranged in a lower side concrete restraint layer; the lower side concrete restraint layer is connected with an isolation layer through the lower side double-layer two-way reinforcement cage; an upper side double-layer two-way reinforcement cage is arranged in an upper side concrete restraint layer; the upper side concrete restraint layer is connected with exposed steel tie bars through the upper side double-layer two-way reinforcement cage; the lower side concrete restraint layer and the upper side concrete restraint layer are integrally manufactured; the machining difficulty is lowered, the production efficiency is high, and batch production can be achieved; and transverse steel bars are connected with the exposed steel tie bars through limiting pieces. By means of the connecting manner of the upper side double-layer two-way reinforcement cage and the lower side double-layer two-way reinforcement cage, the connecting strength of the lower side concrete restraint layer and the upper side concrete restraint layer is improved, and the whole buckling-restrained steel plate shear wall is firmer.
本发明公开了一种具有减震机构的防屈曲钢板剪力墙，包括抗压机构和减震机构，抗压机构的内部设置有减震机构，下侧混凝土约束层的内部设置有下侧双层双向钢筋笼，下侧混凝土约束层通过下侧双层双向钢筋笼与隔离层连接，上侧混凝土约束层的内部设置有上侧双层双向钢筋笼，上侧混凝土约束层通过上侧双层双向钢筋笼与外露拉结钢筋连接，下侧混凝土约束层和上侧混凝土约束层为一体式制作，降低了加工难度，生产效率高，可批量生产，横向钢筋通过限位件与外露拉结钢筋连接，上侧双层双向钢筋笼和下侧双层双向钢筋笼的连接方式，提升了下侧混凝土约束层和上侧混凝土约束层的连接强度，整体更牢固。
Buckling-restrained steel plate shear wall with damping mechanism
一种具有减震机构的防屈曲钢板剪力墙
FU ZHICHUN (author) / KONG WEIMING (author) / LI XIANGQUN (author) / LIU ZHENZHEN (author)
2021-06-04
Patent
Electronic Resource
Chinese
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