Construction method of super long pipe shed in soft surrounding rock section of tunnel portal

A technology of weak surrounding rock and construction method, applied in tunnels, tunnel lining, earthwork drilling, etc., can solve the problem that the tail of the pipe shed falls into the excavation outline, the track of the drilling process of the pipe shed cannot be grasped, and the surrounding area of ​​the tunnel excavation cannot be grasped. grouting consolidation and other problems, to achieve the effect of obvious excavation deformation, accurate drilling process and less water consumption

Pending Publication Date: 2017-07-28
THE FIFTH ENGEERING OF CHINA RAILWAY 5TH BUREAU GROUP
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AI Technical Summary

Problems solved by technology

Although the conventional construction technology is equipped with a guide pipe for the hole, due to the uneven geology, the phenomenon of partial hole often occurs during the introduction hole or drilling process of the pipe shed, and the inspection means are limited during the construction process, so it is impossible to grasp the drilling of the pipe shed. The trajectory of the process cannot effectively achieve the final purpose of grouting and consolidation around the excavation of the tunnel. It is often found that the tail of the pipe shed falls into the excavation contour line after excavation. Therefore, the pipe shed of the conventional construction method is generally Control within 30-40m, the construction progress is relatively slow, and the construction accuracy is also low

Method used

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  • Construction method of super long pipe shed in soft surrounding rock section of tunnel portal
  • Construction method of super long pipe shed in soft surrounding rock section of tunnel portal
  • Construction method of super long pipe shed in soft surrounding rock section of tunnel portal

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Embodiment 1

[0022] Example 1: A construction method for an ultra-long pipe shed in the weak surrounding rock section at the entrance of a tunnel. The detailed construction process is shown in the attached figure 1 Shown:

[0023] (1) Construction preparation: Determine the height and width of the excavation platform according to the height of the drilling rig and the required longitudinal length, and dig the steps from the original ground from top to bottom. Carry out grading on the upward slope, and set up temporary ditches on both sides; the excavation method adopts mechanical excavation, manual labor, and excavator clearing ballast;

[0024] (2) Surveying and setting out: According to the requirements of the design documents, use the total station to stake out the tunnel centerline and elevation, and check the accuracy; according to the correct coordinates and elevation of the tunnel centerline after review, mark the excavation range and elevation of the guide wall on site;

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Abstract

The invention discloses a construction method of a super long pipe shed in a soft surrounding rock section of a tunnel portal. The accuracy of the construction of the pipe shed is ensured through utilizing a guiding technology, the drilling process records the geography and provides a reference for tunnel excavation, and effective advance support provides technical support for tunnel excavation. Before tunnel excavation and entering the portal, a front slope on the edge of the portal is excavated in place, a pipe shed guiding wall is applied, a guiding pipe is pre-embedded, meanwhile, a drill pipe is machined, a high-speed air compressor is arranged, after a drilling machine is in place, a positioning device is mounted in a drill pipe head for positioning, deviation is rectified in time in the drilling process according to the drilling bias of a rod body, meanwhile, the power is adjusted according to the drilling length and soil layer geological conditions, the depth and the location of the drilling machine are ensured, and after drilling is completed, the drilling machine and the drill pipe are separated and grouting is conducted; and construction of the next pipe shed is started, and a stable arch ring outside excavation is formed. According to the construction method of the super long pipe shed in the soft surrounding rock section of the tunnel portal, the phenomena of hole shifting and hole collision do not exist, the hole-forming efficiency is high, and the construction method is suitable for environments such as complex geological conditions, a loose sand layer and a clay layer.

Description

technical field [0001] The invention relates to a construction method for super-long pipe shed advanced support for the long and weak section of the tunnel entrance in the mountainous section of the rainy area, and specifically relates to the weak surrounding rock of the mountain tunnel, uneven softness and hardness, and surrounding rock with water (levels V and VI) It is a construction method for super-long pipe shed advanced support at tunnel entrances with particularly complex geological conditions such as rocks and rocks. Background technique [0002] In the opening construction of high-speed railway tunnel projects in my country, pipe sheds are very common as the advance support for entering the tunnel, and the construction methods are also very mature. The two common methods are the method of jacking through the leading hole and the method of drilling with the pipe. There are two main working principles of the pipe shed: a beam structure, which forms a simply supported...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/10E21D11/10E21B7/10
CPCE21B7/10E21D9/10E21D11/105
Inventor 颜勇申剑李波高锋张鹏飞谭奔洪峰颜学华莫南周桃王文科邓冠伟王开荣王松能颜林王永辉张晓寿
Owner THE FIFTH ENGEERING OF CHINA RAILWAY 5TH BUREAU GROUP
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