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Shear box and pressure control well combined anti-floating construction method and combined anti-floating system
The invention belongs to the field of civil engineering and traffic engineering, and particularly relates to a shear box and pressure control well combined anti-floating method and a combined anti-floating system.The shear box and pressure control well combined anti-floating system comprises a water cut-off curtain, a support pile wall and a basement outer wall which are sequentially arranged from outside to inside; the waterproof curtain and the supporting pile wall are separately arranged, the supporting pile wall is tightly attached to the basement outer wall, the supporting pile wall and the basement outer wall are connected through the shear boxes, the shear boxes are installed on a coping beam of the supporting pile wall, floor slabs of all layers of a basement and a bottom plate, half of each shear box is embedded into the supporting pile wall, and the other end of each shear box is embedded into the basement outer wall. A circle of pressure control well is arranged between the water interception curtain and the supporting pile wall, and a drainage system is installed in the pressure control well. The supporting pile wall and the basement outer wall are ingeniously connected into a whole through the shear box to jointly bear the buoyancy of underground water, anti-floating piles or anchor rods around the basement are omitted, the construction period is greatly shortened, and the engineering cost is reduced.
本发明属于土木与交通工程领域,具体涉及一种剪力盒与控压井联合抗浮方法及联合抗浮系统,包括由外至内依次设置的截水帷幕、支护桩墙以及地下室外墙,其中;截水帷幕与支护桩墙分离布置,支护桩墙与地下室外墙紧贴布置,支护桩墙与地下室外墙通过剪力盒连接,剪力盒安装在支护桩墙的压顶梁、地下室各层楼板和底板位置,剪力盒的一半嵌入支护桩墙中,另一端嵌入地下室外墙中;截水帷幕和支护桩墙之间设有一圈控压井,控压井内安装排水系统。本申请巧妙的利用剪力盒将支护桩墙和地下室外墙连接成整体,共同承受地下水浮力,省去了地下室四周的抗浮桩或锚杆,大大缩短了施工工期,降低了工程造价。
Shear box and pressure control well combined anti-floating construction method and combined anti-floating system
The invention belongs to the field of civil engineering and traffic engineering, and particularly relates to a shear box and pressure control well combined anti-floating method and a combined anti-floating system.The shear box and pressure control well combined anti-floating system comprises a water cut-off curtain, a support pile wall and a basement outer wall which are sequentially arranged from outside to inside; the waterproof curtain and the supporting pile wall are separately arranged, the supporting pile wall is tightly attached to the basement outer wall, the supporting pile wall and the basement outer wall are connected through the shear boxes, the shear boxes are installed on a coping beam of the supporting pile wall, floor slabs of all layers of a basement and a bottom plate, half of each shear box is embedded into the supporting pile wall, and the other end of each shear box is embedded into the basement outer wall. A circle of pressure control well is arranged between the water interception curtain and the supporting pile wall, and a drainage system is installed in the pressure control well. The supporting pile wall and the basement outer wall are ingeniously connected into a whole through the shear box to jointly bear the buoyancy of underground water, anti-floating piles or anchor rods around the basement are omitted, the construction period is greatly shortened, and the engineering cost is reduced.
本发明属于土木与交通工程领域,具体涉及一种剪力盒与控压井联合抗浮方法及联合抗浮系统,包括由外至内依次设置的截水帷幕、支护桩墙以及地下室外墙,其中;截水帷幕与支护桩墙分离布置,支护桩墙与地下室外墙紧贴布置,支护桩墙与地下室外墙通过剪力盒连接,剪力盒安装在支护桩墙的压顶梁、地下室各层楼板和底板位置,剪力盒的一半嵌入支护桩墙中,另一端嵌入地下室外墙中;截水帷幕和支护桩墙之间设有一圈控压井,控压井内安装排水系统。本申请巧妙的利用剪力盒将支护桩墙和地下室外墙连接成整体,共同承受地下水浮力,省去了地下室四周的抗浮桩或锚杆,大大缩短了施工工期,降低了工程造价。
Shear box and pressure control well combined anti-floating construction method and combined anti-floating system
一种剪力盒与控压井联合抗浮施工方法及联合抗浮系统
TANG MENGXIONG (author) / HU HESONG (author) / CHEN HANG (author) / ZHOU YULI (author)
2024-10-22
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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