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Internal resistance type metal shear-resisting yield anchor cable device

A metal and anchor cable technology, applied in the installation of anchor rods, sheet pile walls, mining equipment, etc., can solve the problems of elongation anchor cable pullout force limitation, loss of rock mass deformation energy, surrounding rock instability, etc., to achieve Low cost, prevent rock layer separation and deformation, and improve the effect of shear deformation

Pending Publication Date: 2017-08-22
SHAANXI COAL & CHEM TECH INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In the support of geotechnical engineering, tunnel engineering, and slope engineering, the common support equipment is anchor rod and anchor cable. Traditional support equipment often adopts rigid structures due to material and structural limitations. The elongation of the anchor rod The pull-out force of the anchor cable and the anchor cable are limited. For geological conditions where rock mass cracks are relatively developed and deformation and damage are relatively large, support failures often occur, resulting in dangerous situations such as surrounding rock instability. energy-consuming bolts / cables to solve engineering support problems
[0003] The existing large-deformation bolts / cables are mainly divided into two types in terms of function: one is to use special flexible materials as the rod body and anchor cable structure, and to use the special properties of flexible materials to allow larger Deformation load, the ductility of this type of material is generally high, and the cost is relatively high; the second type is to install a special compressive structure in the anchor rod and anchor cable. Use friction or compression to lose the deformation energy of rock mass, so that the anchor rod / cable can produce constant resistance or variable resistance and other decompression effects

Method used

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  • Internal resistance type metal shear-resisting yield anchor cable device
  • Internal resistance type metal shear-resisting yield anchor cable device
  • Internal resistance type metal shear-resisting yield anchor cable device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0066] Such as image 3 As shown, it includes a fixed anchor head 1, a fixed end 2, a steel strand 4, a metal pressure ring 5, a metal protection sleeve 6, a backing plate 7, a metal deceleration head 8 and an anchor cable lock 9.

[0067] The metal protection sleeve 6 and the outer backing plate 7 are integrally molded and poured. Drilling operations are carried out in the surrounding rock 3 with a drilling machine. The fixed anchor head 1 is placed in the deep part of the surrounding rock 3 through the drill hole, and the steel strand 4 Connect the fixed end 2 and the fixed anchor head 1, insert the metal protective sleeve 6 into the surrounding rock 3 until the outer backing plate 7 catches the hole position, and apply a pre-stressed force on the steel strand 4 by installing the anchor cable lock 9 . Push the metal deceleration head 8 to the metal pressure ring 5 after the tightening force.

[0068] In order to fix the metal protection sleeve 6 inside the surrounding rock ...

Embodiment 2

[0070] Such as Figure 4 As shown, it includes a fixed anchor head 1, a fixed end 2, a steel strand 4, a metal pressure ring 5, a metal protection sleeve 6, a backing plate 7, a metal deceleration head 8 and an anchor cable lock 9.

[0071] Use a drilling machine to drill in the surrounding rock 3, the fixed anchor head 1 is placed in the deep part of the surrounding rock 3 through drilling, the steel strand 4 is connected through the fixed end 2 and the fixed anchor head 1, and the secondary reaming Insert the metal protection sleeve 6 into the surrounding rock 3 after operation, the length of the reaming range depends on the length of the metal protection sleeve, until the metal protection sleeve 6 is completely inserted into the surrounding rock 3, and the hole position is equipped with a backing plate 7 and an anchor cable lock 9 installation, after applying a pre-tightening force to the exposed steel strand 4, push the metal deceleration head 8 to the metal pressure ring ...

Embodiment 3

[0073] Such as Figure 5 As shown, it includes a fixed anchor head 1, a fixed end 2, a steel strand 4, a metal pressure ring 5, a metal protection sleeve 6, a backing plate 7, a metal deceleration head 8 and an anchor cable lock 9.

[0074] Drilling operations are carried out in the surrounding rock 3 using a drilling machine, the fixed anchor head 1 is placed in the deep part of the surrounding rock 3 through drilling, the steel strand 4 is connected through the fixed end 2 and the fixed anchor head 1, and the metal protective sleeve The barrel 6 is placed at the orifice, and there is no need to carry out the reaming operation. After applying a pre-tightening force to the exposed steel strand 4, the metal deceleration head 8 is pushed to the metal pressure ring 5.

[0075] The internal resistance type metal anti-shear pressure anchor cable device of the present invention, the metal protection sleeve 6 is inserted into the bottom end of the drilled hole to install the backing ...

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PUM

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Abstract

The invention discloses an internal resistance type metal shear-resisting yield anchor cable device. The internal resistance type metal shear-resisting anchor cable pressing device comprises a fixed anchorage head, a shear-resisting yield device and an anchor cable lock tool; the fixed anchorage head is arranged in the surrounding rock, and is connected with the anchor cable lock tool on a surrounding rock drill port through a plurality of steel strands, the anchor cable lock tool is used for exerting prestress to the shear-resisting yield device to form an anchorage structure, the shear-resisting yield device is arranged on the steel strands, a metal protection sleeve and a metal yield ring are included, the surrounding rock drill port is sleeved with the metal protection sleeve, the metal yield ring is arranged in the metal protection sleeve, one ends of the steel strands penetrate the metal yield ring to be connected with the fixed anchorage head, the other end of each steel strand is connected with a metal speed reduction head on the surrounding rock drill port, and the metal speed reduction head loses the rock body deformation capacity of the surrounding rock through shear damage of the metal yield ring. The whole device has the multiple effects of deep layer rock control, rock layer separation deformation prevention, shear resistance, graded constant resistance and the like, and the beneficial effects of being rapid and convenient to mount, stable in property, easy to popularize and the like are achieved.

Description

technical field [0001] The invention belongs to geotechnical engineering support equipment, in particular to a special metal material anti-shear deformation yielding anchor cable structure, which is suitable for support and reinforcement devices and methods in coal mine roadways, tunnels, side slopes, foundation pits and other related engineering fields. Background technique [0002] In the support of geotechnical engineering, tunnel engineering, and slope engineering, the common support equipment is anchor rod and anchor cable. Traditional support equipment often adopts rigid structures due to material and structural limitations. The elongation of the anchor rod The pull-out force of the anchor cable and the anchor cable are limited. For geological conditions where rock mass cracks are relatively developed and deformation and damage are relatively large, support failures often occur, resulting in dangerous situations such as surrounding rock instability. Energy-consuming an...

Claims

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Application Information

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IPC IPC(8): E02D5/74E21D21/00
CPCE21D21/0033E21D21/0046E02D5/74E02D2300/0026E02D2300/0029
Inventor 黄克军王苏健陈通种阳曹新奇李亮张元振赵萌烨耿耀强郭峰金声尧黄欣
Owner SHAANXI COAL & CHEM TECH INST
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