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Deep foundation pit supporting structure and deep foundation pit construction method
The invention relates to the technical field of building construction, and discloses a deep foundation pit supporting structure and a deep foundation pit construction method. The deep foundation pit supporting structure comprises a soil layer, waterproof curtains, a supporting assembly, a force bearing assembly and an anchor rod assembly, wherein a foundation pit is formed in the top of the soil layer, and the waterproof curtains are fixedly connected with the inner wall of the soil layer. According to the deep foundation pit supporting structure and the deep foundation pit construction method a front-row plate and a rear-row plate are supported through the supporting assembly, an inclined plate is fixedly arranged between the front-row plate and the rear-row plate, and therefore the stability of deep foundation pit supporting is improved; the waterproof curtains are arranged behind the rear-row plate and in front of the front-row plate, and therefore water and soil are intercepted in a double mode; in addition, the stability of the front-row plate and the rear-row plate is improved through the anchor rod assembly, and therefore, the supporting effect of the supporting structure is further improved, and deep foundation pit engineering can be smoothly carried out in some wet and soft soil layer areas without water seepage and soil leakage.
本发明涉及建筑施工技术领域,且公开了一种深基坑支护结构及深基坑施工方法,包括土层、止水帷幕、支撑组件、承力组件和锚杆组件,所述基坑开设在土层顶部,所述止水帷幕与土层内壁固定连接,该深基坑支护结构及深基坑施工方法,通过支撑组件将前排板和后排板支撑住,前排板和后排板之间固定安装有斜板,从而增加深基坑支护的稳固性,止水帷幕安装在后排板后方和前排板前方,从而对水和泥土进行双重拦截,另外,通过锚杆组件增加前排板和后排板的稳固性,从而进一步的增加支护结构的支撑作用,进而使得在一些湿软土层区域进行深基坑工程时,也能顺利的进行且不会出现渗水和漏土的情况。
Deep foundation pit supporting structure and deep foundation pit construction method
The invention relates to the technical field of building construction, and discloses a deep foundation pit supporting structure and a deep foundation pit construction method. The deep foundation pit supporting structure comprises a soil layer, waterproof curtains, a supporting assembly, a force bearing assembly and an anchor rod assembly, wherein a foundation pit is formed in the top of the soil layer, and the waterproof curtains are fixedly connected with the inner wall of the soil layer. According to the deep foundation pit supporting structure and the deep foundation pit construction method a front-row plate and a rear-row plate are supported through the supporting assembly, an inclined plate is fixedly arranged between the front-row plate and the rear-row plate, and therefore the stability of deep foundation pit supporting is improved; the waterproof curtains are arranged behind the rear-row plate and in front of the front-row plate, and therefore water and soil are intercepted in a double mode; in addition, the stability of the front-row plate and the rear-row plate is improved through the anchor rod assembly, and therefore, the supporting effect of the supporting structure is further improved, and deep foundation pit engineering can be smoothly carried out in some wet and soft soil layer areas without water seepage and soil leakage.
本发明涉及建筑施工技术领域,且公开了一种深基坑支护结构及深基坑施工方法,包括土层、止水帷幕、支撑组件、承力组件和锚杆组件,所述基坑开设在土层顶部,所述止水帷幕与土层内壁固定连接,该深基坑支护结构及深基坑施工方法,通过支撑组件将前排板和后排板支撑住,前排板和后排板之间固定安装有斜板,从而增加深基坑支护的稳固性,止水帷幕安装在后排板后方和前排板前方,从而对水和泥土进行双重拦截,另外,通过锚杆组件增加前排板和后排板的稳固性,从而进一步的增加支护结构的支撑作用,进而使得在一些湿软土层区域进行深基坑工程时,也能顺利的进行且不会出现渗水和漏土的情况。
Deep foundation pit supporting structure and deep foundation pit construction method
一种深基坑支护结构及深基坑施工方法
XU ZAN (author) / CAO WENGUI (author) / ZHANG CHAO (author) / CUI PENGLU (author) / LIU TAO (author)
2021-06-08
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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