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Integrated construction method for adopting underground continuous wall of underground structure side wall and inner wall
The invention discloses an integrated construction method for adopting an underground continuous wall of an underground structure side wall and an inner wall. The integrated construction method comprises the following steps that A, the underground continuous wall is manufactured; B, a crown beam is manufactured; C, earthwork and an inner wall hole are excavated; D, a wall-leaning floor slab frameor a steel waist beam is manufactured; and E, a remaining main body structure is constructed. The side wall and the inner wall serving as an inner support adopt a construction method of an undergroundcontinuous wall to form a whole to serve as a permanent structure of an underground building, the crown beam, the wall-leaning floor slab frame or the steel waist beam is additionally arranged to increase the overall rigidity of the structure, a cooperative stress whole is formed, larger horizontal bearing capacity and overall structural rigidity can be provided, material waste caused by the factthat a temporary inner support needs to be installed and uninstalled in a traditional construction mode is avoided, construction procedures are simplified, the earthwork does not need to wait for strength formation of inner support concrete, and construction progress can be accelerated.
本发明公开了一种地下结构侧墙与内墙采用地下连续墙的一体化施工方法,步骤A、制作地下连续墙;步骤B、制作冠梁;步骤C、开挖土方及内墙洞口;步骤D、制作靠墙楼板框架或钢腰梁;步骤E、施工剩余主体结构。将侧墙与作为内撑的内墙采用地下连续墙的施工方法,形成一个整体作为地下建筑永久结构,并增加冠梁、靠墙楼板框架或钢腰梁以增大结构的整体刚度,形成协同受力的整体,能提供较大的水平向承载力和结构整体刚度;避免了传统施工方式需要安装拆除临时内支撑造成的材料浪费,简化了施工工序,土方无需等待内撑混凝土形成强度,可以加快施工进度。
Integrated construction method for adopting underground continuous wall of underground structure side wall and inner wall
The invention discloses an integrated construction method for adopting an underground continuous wall of an underground structure side wall and an inner wall. The integrated construction method comprises the following steps that A, the underground continuous wall is manufactured; B, a crown beam is manufactured; C, earthwork and an inner wall hole are excavated; D, a wall-leaning floor slab frameor a steel waist beam is manufactured; and E, a remaining main body structure is constructed. The side wall and the inner wall serving as an inner support adopt a construction method of an undergroundcontinuous wall to form a whole to serve as a permanent structure of an underground building, the crown beam, the wall-leaning floor slab frame or the steel waist beam is additionally arranged to increase the overall rigidity of the structure, a cooperative stress whole is formed, larger horizontal bearing capacity and overall structural rigidity can be provided, material waste caused by the factthat a temporary inner support needs to be installed and uninstalled in a traditional construction mode is avoided, construction procedures are simplified, the earthwork does not need to wait for strength formation of inner support concrete, and construction progress can be accelerated.
本发明公开了一种地下结构侧墙与内墙采用地下连续墙的一体化施工方法,步骤A、制作地下连续墙;步骤B、制作冠梁;步骤C、开挖土方及内墙洞口;步骤D、制作靠墙楼板框架或钢腰梁;步骤E、施工剩余主体结构。将侧墙与作为内撑的内墙采用地下连续墙的施工方法,形成一个整体作为地下建筑永久结构,并增加冠梁、靠墙楼板框架或钢腰梁以增大结构的整体刚度,形成协同受力的整体,能提供较大的水平向承载力和结构整体刚度;避免了传统施工方式需要安装拆除临时内支撑造成的材料浪费,简化了施工工序,土方无需等待内撑混凝土形成强度,可以加快施工进度。
Integrated construction method for adopting underground continuous wall of underground structure side wall and inner wall
地下结构侧墙与内墙采用地下连续墙的一体化施工方法
WANG DING (author) / LI YONG (author) / QIAN DONGDONG (author) / ZHU CHUNBAI (author) / WANG MENG (author)
2020-08-07
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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