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Composite subway vibration damping layer device and design method
The invention discloses a composite subway vibration damping layer device and a design method.The composite subway vibration damping layer device based on assembly type hollow rubber bricks comprises a structural bottom plate transfer layer, the structural bottom plate transfer layer is connected with a supporting structure, and a basement shear wall structure is arranged at the top of the structural bottom plate transfer layer; the end, close to the subway tunnel, of the basement shear wall structure is connected with the supporting structure through novel rubber bricks. The end, away from the subway tunnel, of the basement shear wall structure is connected with the supporting structure through backfill soil. The composite vibration reduction ditch is applied to vibration reduction between a subway surrounding building supporting structure and a basement, the manufacturing cost can be reduced, the land space can be saved, vibration reduction of the composite vibration reduction ditch for reducing subway vibration is effectively achieved, subway vibration can be remarkably reduced, and vibration and noise of a rail transit surrounding structure meet the requirements of relevant specifications and standards; and the development of the subway upper cover property is promoted.
本发明公开了一种复合地铁振动减振层装置及设计方法,其中基于装配式空心橡胶砖块的复合地铁振动减振层装置,包括结构底板转换层,所述结构底板转换层与支护结构连接,所述结构底板转换层顶部设置有地下室剪力墙结构;所述地下室剪力墙结构靠近地铁隧道端与支护结构之间通过新型橡胶砖块连接;所述地下室剪力墙结构远离地铁隧道端与支护结构之间通过回填土连接。本发明应用于地铁周边建筑支护结构与地下室之间的减振,可以降低造价,节约土地空间,有效实现了减少地铁振动的复合减振沟减振,能显著减少地铁振动,使轨道交通周边结构的振动和噪音满足相关规范和标准的要求,推动地铁上盖物业的开发发展。
Composite subway vibration damping layer device and design method
The invention discloses a composite subway vibration damping layer device and a design method.The composite subway vibration damping layer device based on assembly type hollow rubber bricks comprises a structural bottom plate transfer layer, the structural bottom plate transfer layer is connected with a supporting structure, and a basement shear wall structure is arranged at the top of the structural bottom plate transfer layer; the end, close to the subway tunnel, of the basement shear wall structure is connected with the supporting structure through novel rubber bricks. The end, away from the subway tunnel, of the basement shear wall structure is connected with the supporting structure through backfill soil. The composite vibration reduction ditch is applied to vibration reduction between a subway surrounding building supporting structure and a basement, the manufacturing cost can be reduced, the land space can be saved, vibration reduction of the composite vibration reduction ditch for reducing subway vibration is effectively achieved, subway vibration can be remarkably reduced, and vibration and noise of a rail transit surrounding structure meet the requirements of relevant specifications and standards; and the development of the subway upper cover property is promoted.
本发明公开了一种复合地铁振动减振层装置及设计方法,其中基于装配式空心橡胶砖块的复合地铁振动减振层装置,包括结构底板转换层,所述结构底板转换层与支护结构连接,所述结构底板转换层顶部设置有地下室剪力墙结构;所述地下室剪力墙结构靠近地铁隧道端与支护结构之间通过新型橡胶砖块连接;所述地下室剪力墙结构远离地铁隧道端与支护结构之间通过回填土连接。本发明应用于地铁周边建筑支护结构与地下室之间的减振,可以降低造价,节约土地空间,有效实现了减少地铁振动的复合减振沟减振,能显著减少地铁振动,使轨道交通周边结构的振动和噪音满足相关规范和标准的要求,推动地铁上盖物业的开发发展。
Composite subway vibration damping layer device and design method
一种复合地铁振动减振层装置及设计方法
ZHOU YUN (Autor:in) / LU ZICONG (Autor:in) / LIANG QIUHE (Autor:in) / KANG JIAZHOU (Autor:in) / LI JUNRUI (Autor:in) / LIANG XIAOYAO (Autor:in)
21.07.2023
Patent
Elektronische Ressource
Chinesisch
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