A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a bearing and enclosing system for a foundation pit of a super high-rise building. The bearing and enclosing system comprises a foundation pit main body frame (1), wherein thefoundation pit main body frame (1) comprises an upper frame (2), a lower frame (3), supporting structures (4) and an enclosing wall (12); the upper frame (2) and the lower frame (3) are fixed and supported through a plurality of supporting structures (4); a plurality of bearing piles (5) extending into a foundation are arranged below the lower frame (3); the upper end of each bearing pile (5) is fixedly connected with the lower frame (3); the upper frame (2) and the lower frame (3) are provided with a plurality of transverse bearing structures (6) and longitudinal bearing structures (7) whichare positioned in a horizontal plane; and a transverse supporting structure (11) is connected between every two adjacent supporting structures (4). By the bearing and enclosing system, the water stopping effect on the foundation pit is effectively improved, the foundation pit is prevented from being damaged by settlement and deflection deformation of the super high-rise building, and the time forfinishing a construction period is optimized.
一种超高层建筑基坑承载围护体系，包括基坑主体框架(1)，所述基坑主体框架(1)由上框架(2)、下框架(3)、支撑结构(4)以及围墙(12)组成，所述上框架(2)和下框架(3)之间通过若干根支撑结构(4)固定并支撑；所述下框架(3)的下方设有若干根伸入地基内的承载桩(5)，其中各承载桩(5)的上端与所述下框架(3)之间固定连接；所述上框架(2)和下框架(3)均设有若干根位于水平面内的横向承载结构(6)以及纵向承载结构(7)；相邻的所述支撑结构(4)之间连接有横向支撑结构(11)。本发明有效提高了对基坑的止水效果，确保了超高层建筑物的沉降及挠度变形不会对基坑产生破坏，并且使完成工期的时间统筹达到最佳。
The invention discloses a bearing and enclosing system for a foundation pit of a super high-rise building. The bearing and enclosing system comprises a foundation pit main body frame (1), wherein thefoundation pit main body frame (1) comprises an upper frame (2), a lower frame (3), supporting structures (4) and an enclosing wall (12); the upper frame (2) and the lower frame (3) are fixed and supported through a plurality of supporting structures (4); a plurality of bearing piles (5) extending into a foundation are arranged below the lower frame (3); the upper end of each bearing pile (5) is fixedly connected with the lower frame (3); the upper frame (2) and the lower frame (3) are provided with a plurality of transverse bearing structures (6) and longitudinal bearing structures (7) whichare positioned in a horizontal plane; and a transverse supporting structure (11) is connected between every two adjacent supporting structures (4). By the bearing and enclosing system, the water stopping effect on the foundation pit is effectively improved, the foundation pit is prevented from being damaged by settlement and deflection deformation of the super high-rise building, and the time forfinishing a construction period is optimized.
一种超高层建筑基坑承载围护体系，包括基坑主体框架(1)，所述基坑主体框架(1)由上框架(2)、下框架(3)、支撑结构(4)以及围墙(12)组成，所述上框架(2)和下框架(3)之间通过若干根支撑结构(4)固定并支撑；所述下框架(3)的下方设有若干根伸入地基内的承载桩(5)，其中各承载桩(5)的上端与所述下框架(3)之间固定连接；所述上框架(2)和下框架(3)均设有若干根位于水平面内的横向承载结构(6)以及纵向承载结构(7)；相邻的所述支撑结构(4)之间连接有横向支撑结构(11)。本发明有效提高了对基坑的止水效果，确保了超高层建筑物的沉降及挠度变形不会对基坑产生破坏，并且使完成工期的时间统筹达到最佳。
Bearing and enclosing system for foundation pit of super high-rise building
一种超高层建筑基坑承载围护体系
DING YISE (author)
2020-10-02
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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