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Method for drainage of long-distance tunnel through horizontal directional drill

A horizontal directional drilling rig and horizontal directional technology, applied in directional drilling, drilling equipment and methods, drilling automatic control systems, etc., can solve the problem of not being able to use fixed pumping stations to pump and drain water, and achieve the effect of large drilling diameters

Active Publication Date: 2019-12-31
中铁隧道集团一处有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the excavation of the tunnel has not been completed, and the remaining 952m between the inclined shaft and the horizontal guide of the exit section has not yet been penetrated
The section to be excavated runs through the fault fracture zone 4, the main tunnel 1 is higher than the horizontal guide 2, and the main tunnel 1 and the horizontal guide 2 have a descending slope along the A direction, and the water in the excavated section of the tunnel has flooded to the inclined shaft 5 At the wellhead, the fixed pump station at 5 inclined shafts cannot be used for pumping and drainage

Method used

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  • Method for drainage of long-distance tunnel through horizontal directional drill
  • Method for drainage of long-distance tunnel through horizontal directional drill
  • Method for drainage of long-distance tunnel through horizontal directional drill

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Embodiment Construction

[0034] In the following, the present invention will be further explained through the embodiments and the accompanying drawings:

[0035] Such as figure 2 As shown, a main tunnel 1 and a flat guide 2 are set in the long-distance tunnel. Both the main tunnel 1 and the flat guide 2 include the excavated section, the section to be excavated, and the exit section. The main tunnel 1 and the flat guide 2 are connected by a number of transverse passages 3 spaced along the length of the tunnel. The length of the flat guide 2 to be excavated is 952 meters, and the section to be excavated runs through the fault fracture zone 4, and the length of the fracture zone is 250 meters. The positive hole 1 is higher than the flat guide 2, and the positive hole 1 and flat guide 2 have a 1.1% descending slope along the A direction (as shown by the arrow in the figure). In the exit section of the tunnel, there is a horizontal tunnel 9 that penetrates through the main tunnel 1 to the flat guide 2. The...

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Abstract

The invention discloses a method for drainage of a long-distance tunnel through a horizontal directional drill. The method comprises the steps that: first, a first water-retaining wall is arranged close to the tunnel face of a flat guide outlet section, the lower part of the first water-retaining wall is not sealed and then forms a water outlet, surrounding rock is reinforced through anchor rods,a second water-retaining wall and a third water-retaining wall are arranged, drainage ditches are formed in the left side and the right side of a tunnel section between the first water-retaining walland the second water-retaining wall, and the left side and the right side of a transverse cave, and a drainage channel connected with a natural river ditch is constructed in an outlet of the transverse cave; second, site survey, site layout, guiding line design, and surveying and setting out are conducted; third, a drilling rig is in place and conducts test drilling; fourth, the drilling rig drills; and fifth, site clearing and recovery are quickly conducted. The method is special for quick drainage of special tunnels not suitable for drainage, wherein the tunnels are not penetrated, the length of a to-be-excavated section reaches 800 m or above, the daily water inflow is large, and residential areas or factories are located below outlets of the tunnels.

Description

Technical field [0001] The invention belongs to the technical field of tunnel construction methods, and specifically relates to a method for discharging water from a long-distance tunnel by using a horizontal directional drill. Background technique [0002] Horizontal directional drilling rigs started in the late 1970s. With the continuous improvement and perfection of technology and equipment, they are moving towards large-scale, miniaturized, hard-rock operations, mechanical automation (including self-contained anchoring systems, automatic drill pipe stacking With extraction, drill pipe connection automatic lubrication, anti-shock system and other automatic operation functions), ultra-deep guided monitoring and other trends. At present, directional drilling is mainly used in the laying of pipelines. It is used to cross obstacles including highways, high-speed railways, large rivers, reservoirs, ponds, swamps, etc. It has short construction period, small damage to the surface, a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21F16/02E21B7/04E21B44/00
CPCE21B7/046E21B44/005E21F16/02
Inventor 杨海航房玉中李兴瑷罗先刚邰鹤王金琳刘龙卫张文明辛国平
Owner 中铁隧道集团一处有限公司
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