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Old building independent foundation guide hole penetrating bearing platform composite reinforcing structure and reinforcing method
The invention relates to the technical field of reinforcement, in particular to an old building independent foundation guide hole penetrating bearing platform composite reinforcement structure and a reinforcement method.The old building independent foundation guide hole penetrating bearing platform composite reinforcement structure comprises an original foundation bearing platform, a foundation column formed on the top of the original foundation bearing platform, a reinforcement supplementing bearing platform, an auxiliary bearing platform and a static pressure column; the foundation columns transmit loads to the peripheral ground through the reinforcement and supplement bearing platform, the auxiliary bearing platform is poured between the reinforcement and supplement bearing platform and the original foundation bearing platform, the static pressure columns are poured and formed in the auxiliary bearing platform, the reinforcement and supplement bearing platform and the original foundation bearing platform, and the reinforcement and supplement bearing platform and the static pressure columns are connected through the reinforcing and supplement bearing platform and the original foundation bearing platform. The reinforcing and supplementing bearing platform and the original foundation bearing platform form a whole through the static pressure columns, the reinforcing and supplementing bearing platform shares loads transmitted by the foundation columns, meanwhile, the reinforcing and supplementing bearing platform downwards transmits the loads to the original foundation bearing platform and a foundation bearing layer below the original foundation bearing platform through the static pressure columns, and therefore the load capacity is improved.
本发明涉及加固技术领域，具体涉及一种老旧建筑物独立基础引孔穿承台复合加固结构及加固方法，包括原基础承台、成型于原基础承台顶部的基础柱，加固补充承台、辅助承台和静压柱，所述加固补充承台浇筑于基础柱外围地面处，所述基础柱通过加固补充承台向外围地面传递荷载，所述辅助承台浇筑于加固补充承台和原基础承台之间，所述静压柱浇筑成型于辅助承台、加固补充承台和原基础承台内，加固补充承台和静压柱，静压柱将加固补充承台与原基础承台形成一个整体，加固补充承台分摊基础柱传递来的荷载，同时加固补充承台通过静压柱向下传递荷载给原基础承台以及原基础承台下方的地基持力层，从而提高荷载能力。
Old building independent foundation guide hole penetrating bearing platform composite reinforcing structure and reinforcing method
The invention relates to the technical field of reinforcement, in particular to an old building independent foundation guide hole penetrating bearing platform composite reinforcement structure and a reinforcement method.The old building independent foundation guide hole penetrating bearing platform composite reinforcement structure comprises an original foundation bearing platform, a foundation column formed on the top of the original foundation bearing platform, a reinforcement supplementing bearing platform, an auxiliary bearing platform and a static pressure column; the foundation columns transmit loads to the peripheral ground through the reinforcement and supplement bearing platform, the auxiliary bearing platform is poured between the reinforcement and supplement bearing platform and the original foundation bearing platform, the static pressure columns are poured and formed in the auxiliary bearing platform, the reinforcement and supplement bearing platform and the original foundation bearing platform, and the reinforcement and supplement bearing platform and the static pressure columns are connected through the reinforcing and supplement bearing platform and the original foundation bearing platform. The reinforcing and supplementing bearing platform and the original foundation bearing platform form a whole through the static pressure columns, the reinforcing and supplementing bearing platform shares loads transmitted by the foundation columns, meanwhile, the reinforcing and supplementing bearing platform downwards transmits the loads to the original foundation bearing platform and a foundation bearing layer below the original foundation bearing platform through the static pressure columns, and therefore the load capacity is improved.
本发明涉及加固技术领域，具体涉及一种老旧建筑物独立基础引孔穿承台复合加固结构及加固方法，包括原基础承台、成型于原基础承台顶部的基础柱，加固补充承台、辅助承台和静压柱，所述加固补充承台浇筑于基础柱外围地面处，所述基础柱通过加固补充承台向外围地面传递荷载，所述辅助承台浇筑于加固补充承台和原基础承台之间，所述静压柱浇筑成型于辅助承台、加固补充承台和原基础承台内，加固补充承台和静压柱，静压柱将加固补充承台与原基础承台形成一个整体，加固补充承台分摊基础柱传递来的荷载，同时加固补充承台通过静压柱向下传递荷载给原基础承台以及原基础承台下方的地基持力层，从而提高荷载能力。
Old building independent foundation guide hole penetrating bearing platform composite reinforcing structure and reinforcing method
一种老旧建筑物独立基础引孔穿承台复合加固结构及加固方法
PENG HUANBAO (author) / WEI SHIQUAN (author) / CHEN XINTANG (author) / XU LONG (author) / ZHANG JING (author) / HUANG YILE (author)
2024-10-29
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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