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Building cantilever system
The invention relates to the field of building structure design, and provides a building cantilever system which comprises a cantilever gallery structure, the cantilever gallery structure comprises a concrete foundation, a connection system, a force bearing system and a steel structure system which are sequentially arranged, the force bearing system comprises a plurality of cantilever beams perpendicularly arranged on a building body, and each cantilever beam comprises a plurality of beam column plates; each beam column plate is connected with the adjacent beam column plate through a connecting component, and a displacement seam is reserved between the adjacent beam column plates; and an elastic reset mechanism is arranged between the two connecting components. The steel structure system comprises a bottom supporting suspension beam and multiple sets of supporting mechanisms arranged on the bottom supporting suspension beam in a sliding mode, each supporting mechanism comprises a sliding sleeve, a vertical stand column and an adjusting stand column, the length of the vertical stand column is adjustable, the top end of the vertical stand column is perpendicularly connected to the connecting component, and a first energy dissipation shock absorber is arranged in the vertical stand column. On the basis, the anti-seismic capacity of the corridor structure can be improved, and the possibility that the corridor structure bends and deforms after an earthquake disaster is reduced.
本申请涉及建筑结构设计领域,提供了一种建筑悬挑系统,包括挑廊结构,挑廊结构包括依次设置的混凝土基础、联系体系、承力体系和钢构体系,承力体系包括垂直设置于建筑主体的多根悬挑梁,悬挑梁包括多个梁柱板,每一梁柱板均通过连接构件与相邻梁柱板相连接,相邻梁柱板之间预留有位移缝;两个连接构件之间设有弹性复位机构。钢构体系包括底撑悬梁以及滑动设置于底撑悬梁的多组支撑机构,支撑机构包括滑动套、竖向立柱和调节立柱,竖向立柱的长度设为可调,竖向立柱的顶端垂直连接于连接构件,且竖向立柱内部设有第一消能减震器。基于此,能够提高挑廊结构的抗震能力,降低震灾过后挑廊结构出现屈弯变形的可能。
Building cantilever system
The invention relates to the field of building structure design, and provides a building cantilever system which comprises a cantilever gallery structure, the cantilever gallery structure comprises a concrete foundation, a connection system, a force bearing system and a steel structure system which are sequentially arranged, the force bearing system comprises a plurality of cantilever beams perpendicularly arranged on a building body, and each cantilever beam comprises a plurality of beam column plates; each beam column plate is connected with the adjacent beam column plate through a connecting component, and a displacement seam is reserved between the adjacent beam column plates; and an elastic reset mechanism is arranged between the two connecting components. The steel structure system comprises a bottom supporting suspension beam and multiple sets of supporting mechanisms arranged on the bottom supporting suspension beam in a sliding mode, each supporting mechanism comprises a sliding sleeve, a vertical stand column and an adjusting stand column, the length of the vertical stand column is adjustable, the top end of the vertical stand column is perpendicularly connected to the connecting component, and a first energy dissipation shock absorber is arranged in the vertical stand column. On the basis, the anti-seismic capacity of the corridor structure can be improved, and the possibility that the corridor structure bends and deforms after an earthquake disaster is reduced.
本申请涉及建筑结构设计领域,提供了一种建筑悬挑系统,包括挑廊结构,挑廊结构包括依次设置的混凝土基础、联系体系、承力体系和钢构体系,承力体系包括垂直设置于建筑主体的多根悬挑梁,悬挑梁包括多个梁柱板,每一梁柱板均通过连接构件与相邻梁柱板相连接,相邻梁柱板之间预留有位移缝;两个连接构件之间设有弹性复位机构。钢构体系包括底撑悬梁以及滑动设置于底撑悬梁的多组支撑机构,支撑机构包括滑动套、竖向立柱和调节立柱,竖向立柱的长度设为可调,竖向立柱的顶端垂直连接于连接构件,且竖向立柱内部设有第一消能减震器。基于此,能够提高挑廊结构的抗震能力,降低震灾过后挑廊结构出现屈弯变形的可能。
Building cantilever system
一种建筑悬挑系统
WANG FENG (author) / YE ZENGCHENG (author) / FAN KEXING (author) / GUAN JINLAI (author) / NIE FENG (author)
2024-12-31
Patent
Electronic Resource
Chinese
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