Treatment method and treatment structure capable of repeatedly adjusting settlement difference of two sides of deep soft soil foundation pile foundation track beam
A technology of soft soil foundation and treatment method, which is applied in the direction of infrastructure engineering, soil protection, construction, etc., can solve the problems of improving treatment efficiency, and achieve the effects of reducing operation and maintenance costs, being easy to implement, and convenient to operate
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0042] Such as figure 1 , figure 2 As shown in the present invention, the settlement difference of the two sides of the deep soft soil foundation pile foundation track beam can be repeatedly adjusted. It includes a number of transition plates 2 continuously installed on both sides of the track beam 1. 1. There are grouting holes 8 passing through the transition plates 2 at the two ends far away from the track beam 1 or the corresponding subgrade surface layer 3, and the inside of the grouting holes 8 is sequentially provided with a grouting pipe 4 and a grouting core pipe 5. The grouting pipe 4 is provided with a first grout discharge port 41 and a rubber one-way valve 42, and the first grout discharge port 41 and the rubber one-way valve 42 are spaced apart from the bottom of the transition plate 2, and the The gap between the grouting 4 pipe and the transition plate 2 is to be blocked with cement, and the grouting core pipe 5 is provided with a second grout discharge port ...
Embodiment 2
[0057] The differential settlement treatment method described in the present invention is also applicable to the completed structures. When the settlement is too large on both sides of the pile foundation track beam:
[0058] First, a hole is formed at the position where the settlement is too large, the diameter of the hole is A110mm, and the depth of the bottom of the hole is 3m;
[0059] Then, install the grouting pipe 4 with the first grout outlet 41 and the rubber one-way valve 42, and make a record of the length, the pipe is 20cm above the ground; the gap between the boreholes is filled with casing material, and the casing The mixing ratio of materials is: cement:bentonite=0.6~0.8:1.2, repeat steps 5 to 10.
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 

