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Crossing high-angle thrust water-rich sand-rich fault tunnel excavation and drainage construction method

A technology of tunnel excavation and construction method, which is applied in drainage, tunnel, tunnel lining, etc., and can solve problems such as difficult construction, slow construction progress, and high construction risk

Active Publication Date: 2019-04-05
CHINA RAILWAY 20 BUREAU GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In water-rich and sand-rich strata, rock mass fragmentation provides more favorable conditions for the occurrence and enrichment of groundwater, and the construction is very difficult. In addition, the stratum contains sand layers, and water and sand gushes are prone to occur during construction. In addition, The dip angle of the fault section is greater than 60°, which is likely to cause catastrophic consequences and seriously affect the safety and efficiency of construction
Therefore, when the tunnel crosses a fault that is rich in groundwater, the rock mass is mostly clastic rock, and is rich in sand and gravel at a high angle and thrusts against a water-rich and sand-rich fault, the construction risks are very high. When the water-rich thrust fault is at an angle, under the action of high water pressure, geological disasters such as water gushing and sand gushing are very likely to occur suddenly on the working face, and the construction risk is high, the construction is difficult and the construction progress is slow

Method used

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  • Crossing high-angle thrust water-rich sand-rich fault tunnel excavation and drainage construction method
  • Crossing high-angle thrust water-rich sand-rich fault tunnel excavation and drainage construction method
  • Crossing high-angle thrust water-rich sand-rich fault tunnel excavation and drainage construction method

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Embodiment Construction

[0110] Such as figure 1 Shown is a construction method for excavating and draining tunnels crossing high-angle thrusting water-rich and sand-rich faults. The tunnel main tunnel 20 of the constructed tunnel is divided into a rear tunnel section 3 and a front section located at the front side of the rear tunnel section 3. The tunnel section 4 and the middle tunnel section 5 connected between the rear tunnel section 3 and the front tunnel section 4 and passing through the high-angle thrust water-rich and sand-rich fault 6, see figure 2 , image 3 with Figure 4 On the same side of the main tunnel 20 of the constructed tunnel, there is a roundabout pilot pit 1 and a drainage tunnel 2, and the roundabout pilot pit 1 and the drainage tunnel 2 both pass through the high-angle reverse thrust water-rich and sand-rich fault 6 from the back to the front tunnel hole; the detour guide pit 1 is a detour guide pit excavated between the rear tunnel section 3 and the front tunnel section 4,...

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Abstract

The invention discloses a crossing high-angle thrust water-rich sand-rich fault tunnel excavation and drainage construction method. A tortuous pilot tunnel and a water release hole are formed in the same side of a front hole of a construction tunnel. The construction process includes the steps: first, preliminarily excavating and constructing a rear tunnel section; second, synchronously excavatingand constructing the rear tunnel section and a drainage hole body of the water release hole; third, synchronously excavating and constructing the rear tunnel section, the drainage hole body of the water release hole and a rear tortuous pilot tunnel section; fourth, constructing a front water release hole body, a front pilot tunnel section and a middle tunnel section; fifth, constructing a front tunnel section. The method is reasonable in design, simple and convenient in construction and good in use effect, water on an upper wall of a fault is drained by the high-level water release hole between the front hole of the tunnel and the tortuous pilot tunnel, drainage is assisted by the tortuous pilot tunnel excavated before the front hole of the tunnel, the front fault condition of a tunnel face of the front hole is verified in advance, the water in the fault can be maximally drained, water pressure in the front fault of the tunnel face is reduced, construction safety of each tunnel face can be ensured, and construction period is shortened.

Description

technical field [0001] The invention belongs to the technical field of tunnel construction, and in particular relates to an excavation and drainage construction method for a tunnel crossing a high-angle thrusting fault rich in water and sand. Background technique [0002] The fault fracture zone refers to the relative movement of the two disks of the fault and the mutual extrusion, which breaks the nearby rocks and forms a fracture zone roughly parallel to the fault plane, referred to as the fault zone. In China, high-angle thrust faults with a cross-sectional dip greater than 45° or 30° are called thrust faults. It is very difficult to construct tunnels that cross high-angle thrust faults. The above-mentioned high-angle thrust faults refer to thrusts with a cross-sectional dip greater than 60° Fault. Especially when the formation is rich in water and sand, the construction is more difficult. Water-rich and sand-rich formations are also called water-rich sand formations, w...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D9/14E21D9/04E21F16/02E21D11/00
Inventor 吴应明张旭辉高雷州张乃乐周中财肖清华仲维玲郭朋超赵志辉李校珂杨文杨荣辉李越兴陈创洪平
Owner CHINA RAILWAY 20 BUREAU GRP
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