Novel super-large-section roadway rapid tunneling process
A technology of super large section and roadway, used in tunnels, tunnel linings, shaft linings, etc., can solve the problems of inaccessible cutting arms, small cutting size, slow progress, etc. quick effect
Active Publication Date: 2020-09-29
新汶矿业集团设计研究院有限公司
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Problems solved by technology
In super-large-section roadway excavation, the effects of these two technologies are not good, and the construction of blasting technology is difficult and the progress is slow; the cutting size of fully mechanized excavator equipment is too small, and it is difficult to form a roadway.
[0003] Limited by the cutting size of the fully-mechanized excavator, the roadway is too high and the cutting arm cannot reach it; the roadway is too wide, and the fully-mechanized excavator needs to swing left and right to cut, but limited by the rear belt, the left-right swing of the fully-mechanized excavator is limited
Method used
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Embodiment
[0027] like figure 1 As shown, the embodiment of the present invention provides a novel ultra-large-section roadway rapid excavation process, which includes the following steps:
[0028] S1. Set up the shield machine at the excavation site (taking the diameter of the cutting part of the shield machine as 6.3 meters as an example), mark and locate the cutting target, and divide the target roadway to be cut into several In the cutting area, use the shield machine to cut the target into a circular roadway with a diameter of 6.3 meters (such as figure 1 As shown in part a), wherein, the model of the shield machine includes but is not limited to TBM shield machine;
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The invention provides a novel super-large-section roadway rapid tunneling process, and relates to the technical field of roadway tunneling construction. The novel super-large-section roadway rapid tunneling process comprises the following steps of step S1, setting up a shield tunneling machine at an excavation site, and cutting a target position into a circular roadway with a specified diameter by using the shield tunneling machine; step S2, supporting the upper half part of the formed circular roadway; step S3, after the shield tunneling machine continuously cuts and supports a certain distance, retracting the shield tunneling machine, and performing centralized blasting or pneumatic pick process on the circular roadway; and step S4, filling the middle of the bottom surface of the circular roadway with the above-mentioned culled gangue to keep an entire bottom plate at a level, and at the same time, supporting a formed straight wall part. Compared with the prior art, the novel super-large-section roadway rapid tunneling process provided by the invention has the characteristics of being high in mechanization level, fast in tunneling speed and fast in roadway forming, solves the problems of difficult construction and slow tunneling speed of an underground super-large-section roadway, and has obvious advantages in long-distance super-large-section roadway tunneling construction.
Description
technical field [0001] The invention relates to the field of roadway excavation construction technology, in particular to a novel super-large-section roadway rapid excavation process. Background technique [0002] At present, there are two kinds of tunneling construction techniques for underground tunnels: gun excavation and fully mechanized excavation. In super-large-section roadway excavation, the effects of these two technologies are not good. The construction of blasting technology is difficult and the progress is slow; the cutting size of fully-mechanized excavator equipment is small, and it is difficult to form a roadway. [0003] Limited by the cutting size of the fully-mechanized excavator, the roadway is too high and the cutting arm cannot reach it; the roadway is too wide, and the fully-mechanized excavator needs to swing from side to side to cut, but limited by the rear transport belt, the left-right swing of the fully-mechanized excavator is limited. Therefore, ...
Claims
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Patent Timeline
Login to View More IPC IPC(8): E21D9/08E21D9/087E21D9/00E21D11/10E21D11/14E21D20/00
CPCE21D9/003E21D9/08E21D9/087E21D11/105E21D11/14E21D20/003
Inventor 董凤宝杨士超孙杨张竞生田华陈冬梅
Owner 新汶矿业集团设计研究院有限公司

