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Pre-stressed anchor cable secant pile deep foundation pit supporting structure and using method thereof
The invention relates to the technical field of deep foundation pit supporting, and discloses a pre-stressed anchor cable secant pile deep foundation pit supporting structure and a using method thereof.The pre-stressed anchor cable secant pile deep foundation pit supporting structure comprises a U-shaped plate, first fixing plates are fixedly connected to the front end and the rear end of the top of the U-shaped plate correspondingly, and first clamping plates are rotationally connected to the front ends and the rear ends of the tops of the two first fixing plates correspondingly; a left vertical block and a right vertical block are fixedly connected to the top of the first clamping plate located at the front end and the top of the first clamping plate located at the rear end correspondingly, supporting columns are fixedly connected to the top ends of the left sides of the left vertical block and the right vertical block correspondingly, and a supporting column is fixedly connected to the left side of the U-shaped plate. The first rolling wheel drives the crawler belt to rotate, when the crawler belt rotates, the first tooth block moves along with the crawler belt, due to the fact that the semi-tooth ring is meshed with the first tooth block, the limiting block is arranged to prevent the second rolling wheel from being separated from the second sliding groove during moving, limiting is conducted, and the device stably moves.
本发明涉及深基坑支护技术领域,且公开了一种预应力锚索咬合桩深基坑支护结构及其使用方法,包括U型板,所述U型板顶部前端和后端均固定连接有第一固定板,两个所述第一固定板顶部前端和后端均转动连接有第一夹持板,位于前端的所述第一夹持板和位于后端的第一夹持板顶部分别固定连接有左竖块和右竖块,所述左竖块和右竖块左侧顶端均固定连接有支柱,所述U型板左侧固定连接有支柱,本发明设置调节机构,启动电机时,第一滚轮进行转动,第一滚轮带动履带进行转动,履带在进行转动时,第一齿块跟随履带进行移动,由于半齿环与第一齿块啮合,设置限位块的目的是,防止第二滚轮在移动时脱离第二滑槽,从而进行限位,使装置进行稳定运动。
Pre-stressed anchor cable secant pile deep foundation pit supporting structure and using method thereof
The invention relates to the technical field of deep foundation pit supporting, and discloses a pre-stressed anchor cable secant pile deep foundation pit supporting structure and a using method thereof.The pre-stressed anchor cable secant pile deep foundation pit supporting structure comprises a U-shaped plate, first fixing plates are fixedly connected to the front end and the rear end of the top of the U-shaped plate correspondingly, and first clamping plates are rotationally connected to the front ends and the rear ends of the tops of the two first fixing plates correspondingly; a left vertical block and a right vertical block are fixedly connected to the top of the first clamping plate located at the front end and the top of the first clamping plate located at the rear end correspondingly, supporting columns are fixedly connected to the top ends of the left sides of the left vertical block and the right vertical block correspondingly, and a supporting column is fixedly connected to the left side of the U-shaped plate. The first rolling wheel drives the crawler belt to rotate, when the crawler belt rotates, the first tooth block moves along with the crawler belt, due to the fact that the semi-tooth ring is meshed with the first tooth block, the limiting block is arranged to prevent the second rolling wheel from being separated from the second sliding groove during moving, limiting is conducted, and the device stably moves.
本发明涉及深基坑支护技术领域,且公开了一种预应力锚索咬合桩深基坑支护结构及其使用方法,包括U型板,所述U型板顶部前端和后端均固定连接有第一固定板,两个所述第一固定板顶部前端和后端均转动连接有第一夹持板,位于前端的所述第一夹持板和位于后端的第一夹持板顶部分别固定连接有左竖块和右竖块,所述左竖块和右竖块左侧顶端均固定连接有支柱,所述U型板左侧固定连接有支柱,本发明设置调节机构,启动电机时,第一滚轮进行转动,第一滚轮带动履带进行转动,履带在进行转动时,第一齿块跟随履带进行移动,由于半齿环与第一齿块啮合,设置限位块的目的是,防止第二滚轮在移动时脱离第二滑槽,从而进行限位,使装置进行稳定运动。
Pre-stressed anchor cable secant pile deep foundation pit supporting structure and using method thereof
一种预应力锚索咬合桩深基坑支护结构及其使用方法
XU ZIJING (author) / ZHANG MENGRAN (author) / ZHANG JUNLIN (author) / CUI XIAOMING (author) / CHEN PENG (author) / WANG DONG (author) / LI YUESHUANG (author)
2024-06-04
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
European Patent Office | 2021
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