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Construction method for underground continuous wall in underground air-raid shelter area
The invention discloses a construction method for an underground continuous wall in an underground air-raid shelter area. The method includes the steps that step one, an underground air-raid shelter is detected; the invention relates to the technical field of engineering construction; a supporting plate can be supported and subjected to angle adjustment through the cooperation of a lead screw, sliding rods, a movable base, and supporting rods in a supporting structure; and the supporting structure replaces stacking supporting of manual sandbag filling, so that the labor cost is reduced, and the working efficiency is also improved. The supporting angle of the supporting plate can be adjusted through the supporting structure, and practicability and flexibility are high; a second motor in a moving structure can control moving wheels to extend out of a moving box so as to drive the supporting structure to move, so that the flexibility of a device is improved; and when a masonry wall body is supported by the supporting plate, the moving wheels are controlled to retract into the moving box, and a fixing plate is fixed to the ground through bolts, so that the firmness between the device and the ground is improved.
本发明公开了一种地下防空洞区域地下连续墙施工方法，其方法包括如下步骤：步骤1：探明地下防空洞；本发明涉及工程施工技术领域，通过支撑结构内的丝杠、滑杆、移动座以及支撑杆的配合可以对支撑板进行支撑并进行角度调节，支撑结构代替了人工填装沙袋的堆砌支撑减少了劳动成本，也增加了工作效率，并且通过支撑结构可以对支撑板的支撑角度进行调节，实用性以及灵活性较强；通过移动结构内的第二电机可以控制移动轮伸出移动箱外从而带动支撑结构进行移动，增加了本装置的灵活性，当支撑板对砌筑墙体进行支撑时，控制移动轮收缩进移动箱内，将固定板通过螺栓固定在地面，增加了本装置与地面之间的牢固性。
Construction method for underground continuous wall in underground air-raid shelter area
The invention discloses a construction method for an underground continuous wall in an underground air-raid shelter area. The method includes the steps that step one, an underground air-raid shelter is detected; the invention relates to the technical field of engineering construction; a supporting plate can be supported and subjected to angle adjustment through the cooperation of a lead screw, sliding rods, a movable base, and supporting rods in a supporting structure; and the supporting structure replaces stacking supporting of manual sandbag filling, so that the labor cost is reduced, and the working efficiency is also improved. The supporting angle of the supporting plate can be adjusted through the supporting structure, and practicability and flexibility are high; a second motor in a moving structure can control moving wheels to extend out of a moving box so as to drive the supporting structure to move, so that the flexibility of a device is improved; and when a masonry wall body is supported by the supporting plate, the moving wheels are controlled to retract into the moving box, and a fixing plate is fixed to the ground through bolts, so that the firmness between the device and the ground is improved.
本发明公开了一种地下防空洞区域地下连续墙施工方法，其方法包括如下步骤：步骤1：探明地下防空洞；本发明涉及工程施工技术领域，通过支撑结构内的丝杠、滑杆、移动座以及支撑杆的配合可以对支撑板进行支撑并进行角度调节，支撑结构代替了人工填装沙袋的堆砌支撑减少了劳动成本，也增加了工作效率，并且通过支撑结构可以对支撑板的支撑角度进行调节，实用性以及灵活性较强；通过移动结构内的第二电机可以控制移动轮伸出移动箱外从而带动支撑结构进行移动，增加了本装置的灵活性，当支撑板对砌筑墙体进行支撑时，控制移动轮收缩进移动箱内，将固定板通过螺栓固定在地面，增加了本装置与地面之间的牢固性。
Construction method for underground continuous wall in underground air-raid shelter area
一种地下防空洞区域地下连续墙施工方法
LI HUILONG (author)
2020-11-17
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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