Underground channel side wall pouring rack and construction method thereof
A technology for underground passages and construction methods, which is applied in construction, artificial islands, water conservancy projects, etc., can solve the problems of difficulty in adjusting the position of the formwork, complicated construction process, etc., and achieve the effect of simplifying the construction process and being convenient to use.
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0029] refer to Figure 1 to Figure 2 , a platform for pouring the side wall of an underground passage provided in this embodiment, including a frame body 1, a walking mechanism 2 arranged at the bottom of the frame body 1, formwork limit blocks 3 arranged on both sides of the bottom of the frame body 1, and a formwork adjustment device , and the template 5 respectively arranged on the template limit block 3;
[0030] The template adjustment device includes a drive screw 41, a drive screw 42, a main screw 43, an adjustment nut 44, and a template connector 45;
[0031] The drive screw 41 is arranged on the top of the frame body 1, the drive screw 42 is connected with the drive screw 41 and used to drive the drive screw 41 to rotate, one end of several main screw 43 is connected with the drive screw 41, and the other end Connected to the bottom of the frame body 1, the main screw 43 rotates with the rotation of the transmission screw 41, and several adjusting nuts 44 are thread...
Embodiment 2
[0040] This embodiment provides a construction method for the underpass side wall pouring platform described in Embodiment 1. The technical scheme is as follows, including the following steps:
[0041] The first step is to select a suitable pouring platform for the side wall of the underground passage according to the size of the tunnel section;
[0042] In the second step, the platform for pouring the side wall of the underground passage is moved into the tunnel, the driving screw 42 is adjusted, and the formwork 5 is pushed out to both sides of the platform for pouring the side wall of the underground passage respectively, and pushed to the position of the vertical form;
[0043] In the third step, the formwork 5 is locked, and the side wall of the underground passage is reinforced to pour the platform, and the side wall is poured with concrete.
[0044] In the construction method of the platform for pouring the side wall of the underground passage in this embodiment, the ma...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 

