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A kind of blasting excavation method of hard rock tunnel

A tunnel and hard rock technology, applied in the field of hard rock tunnel blasting and excavation, can solve the problems of low efficiency and difficult tunnel construction, and achieve the effects of reducing harmful gases, purifying the construction environment, and prolonging the tangential effect.

Active Publication Date: 2021-03-30
CHINA RAILWAY 18TH BUREAU GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

But the harder the rock, the more difficult and inefficient the tunnel construction
For example, for the blasting excavation of tunnels with rock firmness coefficient f=6~10 mainly composed of sandstone and slate, the cutting hole adopts the existing oblique-hole wedge-shaped cutting arrangement, while the hand-held rock drill can only drill 2.5m The blastholes below are rock hard, and the footage per shot is only 1.5-2.0m, and the monthly progress is only 40-60m. From the start of construction in September 2016 to October 25, 2018, more than half of the construction period has been completed, and only 17 % construction progress

Method used

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  • A kind of blasting excavation method of hard rock tunnel
  • A kind of blasting excavation method of hard rock tunnel
  • A kind of blasting excavation method of hard rock tunnel

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Embodiment 1

[0041] This embodiment provides a method for excavating a hard rock tunnel by blasting, comprising the following steps:

[0042] Step 1: Surveyors use red paint to draw the contour lines of the 4th peripheral eye and the 2nd cutting hole on the rock of the face 1; move the excavation trolley to the face 1 of the ballasted and leveled site, Hand-held pneumatic rock drills, 3m and 5m long drill rods with drill bits are placed on the two platforms of the working surface 1 and the trolley as required, and the wind and water pipelines are connected; according to the schematic diagram of the blast hole layout, as shown in figure 1 As shown, the fixed area, the fixed personnel, and the fixed number of holes are drilled. The auxiliary eye 3 is set outside the cut hole 2, the peripheral eye 4 is set outside the auxiliary eye 3, and the bottom eye 5 is set on the cut hole 2, the auxiliary eye 3 and the surrounding area. Below the eye 4, the positions of the auxiliary eye 3 and the botto...

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Abstract

The invention discloses a hard rock tunnel blasting excavation method. The hard rock tunnel blasting excavation method comprises the steps that blasting holes are drilled in the rock of a tunnel faceand include cut holes, auxiliary holes, peripheral holes, bottom holes and empty holes, and at least one empty hole is formed in the periphery of each cut hole; the blasting holes are cleaned; explosives are put into the cut holes, the auxiliary holes, the peripheral holes and the bottom holes; a front stemming section, a resisting part and a rear stemming section are put into the remaining part of each cut hole in sequence, the hole opening of each cut hole is tightly wedged by a wedge, branches are arranged on each resisting part, each resisting part is pushed into the corresponding cut holein the forward direction, and the interiors of the remaining parts of the auxiliary holes, the peripheral holes and the bottom holes are plugged by stemming sections; blasting cap leg wires of the explosives are connected, and ignition and blasting are conducted; after the blasting is accomplished, and residue removal is conducted on the blasted tunnel face; and the operation is repeated until hard rock tunnel blasting excavation is accomplished. The tunnel blasting cyclical footage can be increased, and the tunnel excavation speed can be increased.

Description

technical field [0001] The invention relates to the technical field of tunnel excavation, in particular to a blasting excavation method for hard rock tunnels. Background technique [0002] Tunnels are key and key projects in the construction of roads and railways. With the development of railway construction and the advancement of science and technology, tunnel excavation methods have been developed rapidly. The more commonly used excavation methods are drill and blast method, shield method and roadheader method. Because the drill and blast method has strong adaptability to geological conditions and low excavation cost, it is especially suitable for the construction of hard rock tunnels, broken rock tunnels and a large number of short tunnels. Therefore, the drill and blast method is still a commonly used tunnel excavation method at home and abroad. But the harder the rock, the more difficult and inefficient the tunnel construction. For example, for the blasting excavatio...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F42D1/00F42D3/04E21D9/00
Inventor 张馨张春武刘刚蒲方成
Owner CHINA RAILWAY 18TH BUREAU GRP CO LTD
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