Active stress eliminating device for tunnel construction and active stress eliminating method
A technology of active stress and tunnel construction, which is applied in tunnels, tunnel linings, shaft equipment, etc., can solve the problems of loose sand and pebble structures and a large number of potholes, and achieve the effect of increasing friction and reducing working hours
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2020-01-17
Smart Images

Figure 1 
Figure 2 
Figure 3
Abstract
Description
[0001] This application is a divisional application with an application date of May 23, 2018 and an application number of CN201810499167.5, whose title is an active stress relief device for loose sand and pebble geological tunnel construction. technical field
[0002] The invention relates to the technical field of tunnel construction, in particular to an active stress relief device and an active stress relief method for tunnel construction. Background technique
[0003] Excavating tunnels in different regions will encounter various terrains. Some terrains are conducive to tunnel construction, while others will bring great difficulties to tunnel construction. For example, tunnel construction in loose sand and pebble geology. After the tunnel is dug into a hole, the loose sand and pebbles on the tunnel wall are under enormous stress, and the tunnel is prone to loose deformation and collapse, threatening the safety of workers.
[0004] Chinese patent (authorized publication nu...
Examples
Embodiment Construction
[0037] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention.
[0038] see Figure 1-6 , the present invention provides a technical solution: an active stress relief device for the construction of loose sand and pebble geological tunnels, comprising a stilling arch 1, two ends of the stilling arch 1 are respectively welded with two upper positioning feet 2 On the surface, the stilling arch 1 is provided with joints 3 arranged around the center of the stilling arch 1. The joints 3 are used to connect adjacent stilling arches 1, and the stilling arch 1 is provided with Anchor hole 4, anchor hole 4 is used for the anchor rod to realize the positioning between the stilling arch 1 and the inner wall of the tunnel, which belongs to the w...