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Deep foundation pit supporting construction technology
The invention relates to the technical field of engineering construction, and discloses a deep foundation pit supporting construction process which comprises the following steps: S1, grooving the bottom of a deep foundation pit; s2, concrete is poured into the grooves; s3, arranging the enclosure bodies according to the placement grooves; s4, the connecting faces of the adjacent enclosure bodies are attached, so that the prompt assembly is in a working starting state; s5, a connecting assembly is adjusted, so that a supporting column abuts against the inner side of a first limiting groove; and S6, deep foundation pit supporting is completed, a motor output shaft in the fixing frame drives a lead screw to rotate, so that a sliding block and a supporting column extend out, one end of the supporting column abuts against the inner side of a first limiting groove, the supporting column, the fixing frame and the inner side walls of the two enclosure bodies form a triangle, and multiple sets of connecting assemblies can be arranged according to the height of the enclosure bodies. The perpendicularity of the side wall of the enclosure body is improved when the enclosure body supports the deep foundation pit, and the supporting effect of the enclosure body on the deep foundation pit is guaranteed.
本发明涉及工程施工技术领域,且公开了一种深基坑支护施工工艺,包括以下步骤:S1、深基坑底部开槽;S2、在槽内浇筑混凝土;S3、将围护体放置按照放置槽排列;S4、将相邻的围护体连接面贴合,使得提示组件处于开始工作状态;S5、调节连接组件,使得支撑柱抵触在第一限位槽内侧;S6、完成深基坑支护,通过固定架内部的电机输出轴带动丝杠转动,使得滑块和支撑柱伸出,从而使得支撑柱一端抵触在第一限位槽的内侧,使得支撑柱和固定架与两个围护体内侧壁组成三角形,并且可以根据围护体的高度设置多组连接组件,提高了围护体在对深基坑进行支护时的侧壁的垂直度,保证了围护体对深基坑的支撑效果。
Deep foundation pit supporting construction technology
The invention relates to the technical field of engineering construction, and discloses a deep foundation pit supporting construction process which comprises the following steps: S1, grooving the bottom of a deep foundation pit; s2, concrete is poured into the grooves; s3, arranging the enclosure bodies according to the placement grooves; s4, the connecting faces of the adjacent enclosure bodies are attached, so that the prompt assembly is in a working starting state; s5, a connecting assembly is adjusted, so that a supporting column abuts against the inner side of a first limiting groove; and S6, deep foundation pit supporting is completed, a motor output shaft in the fixing frame drives a lead screw to rotate, so that a sliding block and a supporting column extend out, one end of the supporting column abuts against the inner side of a first limiting groove, the supporting column, the fixing frame and the inner side walls of the two enclosure bodies form a triangle, and multiple sets of connecting assemblies can be arranged according to the height of the enclosure bodies. The perpendicularity of the side wall of the enclosure body is improved when the enclosure body supports the deep foundation pit, and the supporting effect of the enclosure body on the deep foundation pit is guaranteed.
本发明涉及工程施工技术领域,且公开了一种深基坑支护施工工艺,包括以下步骤:S1、深基坑底部开槽;S2、在槽内浇筑混凝土;S3、将围护体放置按照放置槽排列;S4、将相邻的围护体连接面贴合,使得提示组件处于开始工作状态;S5、调节连接组件,使得支撑柱抵触在第一限位槽内侧;S6、完成深基坑支护,通过固定架内部的电机输出轴带动丝杠转动,使得滑块和支撑柱伸出,从而使得支撑柱一端抵触在第一限位槽的内侧,使得支撑柱和固定架与两个围护体内侧壁组成三角形,并且可以根据围护体的高度设置多组连接组件,提高了围护体在对深基坑进行支护时的侧壁的垂直度,保证了围护体对深基坑的支撑效果。
Deep foundation pit supporting construction technology
一种深基坑支护施工工艺
MA GUOQIANG (author) / YAO LEI (author) / LI HUAFENG (author) / GAO HAIMING (author) / HU ZHIHONG (author) / WU CHONGQIAN (author) / HUANG XINYU (author) / ZHOU XINTIAN (author)
2023-07-28
Patent
Electronic Resource
Chinese
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