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A platform for research: civil engineering, architecture and urbanism
Full-dry energy consumption connection fabricated shear wall system and construction method thereof
The invention relates to the technical field of recoverable structures, in particular to a function-recoverable full-dry type energy dissipation connection fabricated shear wall system and a construction method thereof.The shear wall system comprises a prefabricated combined shear wall body, prefabricated shear wall corner columns, prefabricated strip foundations, replaceable wall foot parts and replaceable prefabricated mild steel coupling beams, the prefabricated combined shear wall bodies with the included angles are connected through the prefabricated shear wall corner columns. Wherein the prefabricated combined shear wall body located on the bottommost layer is arranged on the prefabricated strip-shaped foundation; the replaceable wall foot parts are arranged between the prefabricated combined shear wall bodies adjacent in the vertical direction and/or between the prefabricated combined shear wall body on the bottommost layer and the prefabricated strip-shaped foundation. Based on the structure, when the wall body of the shear wall system is damaged under the action of a strong earthquake, the replaceable wall foot part and the replaceable prefabricated soft steel coupling beam can be replaced, so that the structure of the wall system can recover to the original function level after the earthquake.
本发明涉及可恢复结构技术领域，具体提供了一种可恢复功能的全干式耗能连接装配式剪力墙体系及其施工方法，其中的剪力墙体系包括预制组合剪力墙体、预制剪力墙角柱、预制条形基础、可更换墙脚部件、可更换预制软钢连梁，其中，具有夹角的预制组合剪力墙体之间通过所述预制剪力墙角柱连接；其中，位于最底层的预制组合剪力墙体设置于所述预制条形基础；其中，所述可更换墙脚部件设置于沿竖直方向相邻的预制组合剪力墙体之间和/或最底层的预制组合剪力墙体与所述预制条形基础之间。基于上述结构，当剪力墙体系的墙身在强震作用下发生损伤时，可通过对可更换墙脚部件和可更换预制软钢连梁进行替换，使墙体系的结构在地震后能恢复至原先的功能水平。
Full-dry energy consumption connection fabricated shear wall system and construction method thereof
The invention relates to the technical field of recoverable structures, in particular to a function-recoverable full-dry type energy dissipation connection fabricated shear wall system and a construction method thereof.The shear wall system comprises a prefabricated combined shear wall body, prefabricated shear wall corner columns, prefabricated strip foundations, replaceable wall foot parts and replaceable prefabricated mild steel coupling beams, the prefabricated combined shear wall bodies with the included angles are connected through the prefabricated shear wall corner columns. Wherein the prefabricated combined shear wall body located on the bottommost layer is arranged on the prefabricated strip-shaped foundation; the replaceable wall foot parts are arranged between the prefabricated combined shear wall bodies adjacent in the vertical direction and/or between the prefabricated combined shear wall body on the bottommost layer and the prefabricated strip-shaped foundation. Based on the structure, when the wall body of the shear wall system is damaged under the action of a strong earthquake, the replaceable wall foot part and the replaceable prefabricated soft steel coupling beam can be replaced, so that the structure of the wall system can recover to the original function level after the earthquake.
本发明涉及可恢复结构技术领域，具体提供了一种可恢复功能的全干式耗能连接装配式剪力墙体系及其施工方法，其中的剪力墙体系包括预制组合剪力墙体、预制剪力墙角柱、预制条形基础、可更换墙脚部件、可更换预制软钢连梁，其中，具有夹角的预制组合剪力墙体之间通过所述预制剪力墙角柱连接；其中，位于最底层的预制组合剪力墙体设置于所述预制条形基础；其中，所述可更换墙脚部件设置于沿竖直方向相邻的预制组合剪力墙体之间和/或最底层的预制组合剪力墙体与所述预制条形基础之间。基于上述结构，当剪力墙体系的墙身在强震作用下发生损伤时，可通过对可更换墙脚部件和可更换预制软钢连梁进行替换，使墙体系的结构在地震后能恢复至原先的功能水平。
Full-dry energy consumption connection fabricated shear wall system and construction method thereof
全干式耗能连接装配式剪力墙体系及其施工方法
CHENG BEI (author) / ZHANG GUOWEI (author) / SU YU (author) / FENG PING (author)
2023-01-31
Patent
Electronic Resource
Chinese
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