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Deep foundation pit concrete supporting structure and construction method
The invention relates to the technical field of foundation pit supporting, and particularly discloses a deep foundation pit concrete supporting structure and a construction method.The deep foundation pit concrete supporting structure comprises a bottom plate, a jacking and a foldable supporting rod, the supporting rod comprises a first pipe section and a second pipe section, and a connecting piece rotationally connecting the first pipe section and the second pipe section is arranged between the first pipe section and the second pipe section; the end, away from the second pipe section, of the first pipe section is connected with the bottom plate, the end, away from the first pipe section, of the second pipe section is connected with the jacking, the rotating axis of the first pipe section and the rotating axis of the second pipe section intersect with the length direction of the first pipe section, and an adjusting assembly driving the first pipe section and the second pipe section to be kept coaxial is arranged between the first pipe section and the second pipe section. The supporting structure can be folded, so that the supporting structure can be transferred in the foundation pit.
本申请涉及基坑支撑技术领域,具体公开了一种深基坑混凝土支撑结构及施工方法,其包括底板、顶托以及可折叠的支撑杆,所述支撑杆包括第一管段以及第二管段,所述第一管段以及第二管段之间设置有转动连接两者的连接件,所述第一管段远离第二管段的一端与底板连接,所述第二管段远离第一管段的一端与顶托连接,所述第一管段与第二管段的转动轴线与第一管段的长度方向相交,所述第一管段与第二管段之间设置有驱使两者保持于同轴线的调节组件。本申请的支撑结构能够进行折叠,以便支撑结构在基坑内进行转运的效果。
Deep foundation pit concrete supporting structure and construction method
The invention relates to the technical field of foundation pit supporting, and particularly discloses a deep foundation pit concrete supporting structure and a construction method.The deep foundation pit concrete supporting structure comprises a bottom plate, a jacking and a foldable supporting rod, the supporting rod comprises a first pipe section and a second pipe section, and a connecting piece rotationally connecting the first pipe section and the second pipe section is arranged between the first pipe section and the second pipe section; the end, away from the second pipe section, of the first pipe section is connected with the bottom plate, the end, away from the first pipe section, of the second pipe section is connected with the jacking, the rotating axis of the first pipe section and the rotating axis of the second pipe section intersect with the length direction of the first pipe section, and an adjusting assembly driving the first pipe section and the second pipe section to be kept coaxial is arranged between the first pipe section and the second pipe section. The supporting structure can be folded, so that the supporting structure can be transferred in the foundation pit.
本申请涉及基坑支撑技术领域,具体公开了一种深基坑混凝土支撑结构及施工方法,其包括底板、顶托以及可折叠的支撑杆,所述支撑杆包括第一管段以及第二管段,所述第一管段以及第二管段之间设置有转动连接两者的连接件,所述第一管段远离第二管段的一端与底板连接,所述第二管段远离第一管段的一端与顶托连接,所述第一管段与第二管段的转动轴线与第一管段的长度方向相交,所述第一管段与第二管段之间设置有驱使两者保持于同轴线的调节组件。本申请的支撑结构能够进行折叠,以便支撑结构在基坑内进行转运的效果。
Deep foundation pit concrete supporting structure and construction method
一种深基坑混凝土支撑结构及施工方法
YU JUN (Autor:in) / SONG LI (Autor:in) / ZHENG WEI (Autor:in) / YUAN JIANWEN (Autor:in) / TAO ZHENQIAN (Autor:in) / YI JUNCHENG (Autor:in) / SHI ZHONGZE (Autor:in) / CHEN GANG (Autor:in)
07.11.2023
Patent
Elektronische Ressource
Chinesisch
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