Non-sprayed-concrete anchor net supporting method of underground construction broken surrounding rocks

A technology for crushing surrounding rock and supporting with anchor nets, which is applied in underground chambers, bolt installation, earth drilling, etc., can solve the problems of increased support costs, complicated processes, and increased actual consumption, and achieve rapid and timely support. , The effect of improving the working environment and reducing labor intensity

Inactive Publication Date: 2013-09-04
SOUTHWEAT UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The most commonly used is the sprayed anchor mesh support, and the sprayed anchor mesh combined with metal support. After adopting these supports, the support strength of roadways and temporary tunnels has been improved to a certain extent, but there are some problems, the most important is for short-term temporary tunnels. Support, using permanent support, the cost is too high and the process is more complicated
For example, due to the rebound of concrete in the spray anchor net support process, the actual amount of concrete has increased compared with the design amount, which increases the support cost; the support materials cannot be recycled after the mine roadway and temporary tunnel are used. ; The recovery roadway will increase the degree of ore dilution during the recovery process, which affects the technical and economic effects of mining; the required support materials must be transported from the outside of the well, and the sprayed concrete support increases the labor intensity, thus making the support Maintenance costs have also increased

Method used

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  • Non-sprayed-concrete anchor net supporting method of underground construction broken surrounding rocks
  • Non-sprayed-concrete anchor net supporting method of underground construction broken surrounding rocks

Examples

Experimental program
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specific Embodiment approach

[0016] A. Roadway or tunnel excavation: According to the designed roadway or tunnel excavation, cycle drilling, charging, blasting, ventilation, prying, and partial de-ballasting to form a roadway or tunnel 1, remove the top arch 2 and two gangs 3, and the bottom plate 4 pumice stone, so that there is no pumice stone on the rock surface, and ensure the safety of construction workers;

[0017] B. Drill the bolt hole: drill the bolt hole 5 using a drill bit with a diameter of 38mm, and the depth of the bolt hole is 1800mm. In order to ensure that the pipe ring of the pipe-slotted bolt 6 can fasten the anchor plate 8, the bolt hole is drilled. The depth of 5 can be slightly deeper than 1800mm. When drilling the bolt hole 5, several rows of holes are drilled perpendicular to the roadway or the surrounding rock wall of the tunnel, such as figure 1 As shown, each row of holes includes 8 bolt holes 5, of which 3 to 5 are arranged in the vault 2, and 2 are arranged in the two sides 3...

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Abstract

The invention discloses a non-sprayed-concrete anchor net supporting method of underground construction broken surrounding rocks. According to the method, eight anchor rod drill holes are formed in a roadway or a tunnel, and each row of holes are basically required to be located on the same cross section; a galvanized high-strength steel wire net prepared in advance is attached to the rock surface to be paved, so that a whole roadway or tunnel non-sprayed-concrete anchor net is supported to form a whole; tube seam type anchor rods are pressed into the anchor rod drill holes by an anchor rod mounting machine sequentially from one side of the roadway or the tunnel to the vault and the other side of the roadway or the tunnel. The method is low in cost, good in supporting effect, timely in supporting and low in labor intensity.

Description

technical field [0001] The invention belongs to the technical field of underground engineering support, and mainly relates to underground engineering requiring short-term support such as mine roadways and temporary tunnels, and is a bolt-mesh support method for roadways without sprayed concrete when the surrounding rock is relatively broken. Background technique [0002] For the support of relatively broken surrounding rock in underground engineering, the support methods generally adopted are spray anchor support, metal support support, masonry support, pressure relief support and other support methods. The most commonly used is the sprayed anchor mesh support, and the sprayed anchor mesh combined with metal support. After adopting these supports, the support strength of roadways and temporary tunnels has been improved to a certain extent, but there are some problems, the most important is for short-term temporary tunnels. Support, borrowing the way of permanent support, the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D21/00
Inventor 苏华友肖红兵蔡海燕包婷婷
Owner SOUTHWEAT UNIV OF SCI & TECH
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