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Anchor rod supporting device for tunnel open cut backfilling

A bolt support and open hole technology, which is applied in the direction of safety devices, mining devices, bolt installation, etc., can solve the problems of manual masonry, such as large errors, easy deviations, and slow construction efficiency, so as to reduce labor intensity, The effect of speeding up construction and improving accuracy

Inactive Publication Date: 2020-10-02
YIWU INDAL & COMMERICAL COLLEGE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] Aiming at the deficiencies of the prior art, the present invention provides a bolt support device for backfilling the open tunnel of the tunnel, which solves the problem that in the construction process of the traditional tunnel open tunnel in the above-mentioned background technology, there are relatively large errors in purely manual masonry Deviation, slow construction efficiency, and high labor intensity of workers

Method used

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  • Anchor rod supporting device for tunnel open cut backfilling
  • Anchor rod supporting device for tunnel open cut backfilling
  • Anchor rod supporting device for tunnel open cut backfilling

Examples

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Embodiment Construction

[0030] An embodiment of the present invention provides a bolt support device for backfilling an open hole in a tunnel, such as Figure 1-11 As shown, build on the road cutting 11. It includes a bracket, and the bracket is composed of a plurality of horizontal steel bars 4 and a plurality of longitudinal steel bars 5 . Two bases 1 are respectively placed on both sides of the bracket. A guard plate 2 is inserted between the two bases 1 , and the guard plate 2 passes through the two bases 1 . Guard plate 2 is provided with a plurality of holes 21 for cross steel bars 4 to pass through. Guard plate 2 is provided with vertical plate 3 on the inner side. Two inserting rods 31 are welded on the lower end of vertical plate 3. In one-to-one correspondence, the insertion rod 31 is inserted into the base 1 .

[0031] The riser 3 is provided with two bolts 32 , and the two bolts 32 correspond to the two insertion rods 31 one by one. combined with figure 2 , 3 It can be seen that th...

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Abstract

The invention provides an anchor rod supporting device for tunnel open cut backfilling, and relates to the field of tunnel construction devices. The anchor rod supporting device for tunnel open cut backfilling is built on a cutting. The anchor rod supporting device comprises a support, wherein the support is composed of a plurality of transverse steel bars and a plurality of longitudinal steel bars, and two bases are arranged on the two sides of the support correspondingly. According to the anchor rod supporting device for tunnel open cut backfilling, a protective plate, the bases and verticalplates are matched with one another to form a protective wall, and a cutting slope is blocked. The influence of the landslide of the cutting slope on construction is prevented. The transverse steel bars, the longitudinal steel bars and supporting rods are matched with one another to replace manual bricklaying, the construction speed is increased, and the labor intensity of workers is reduced. Theaccuracy of the supporting size is improved. The influence of errors caused by manual bricklaying on the supporting bearing performance is avoided. The cutting slope is accelerated by means of the cooperation of positioning rods and steel wire meshes, then falling stones are received through elastic net bags, and the damage of falling stones at the high position of the cutting slope to the support is prevented.

Description

technical field [0001] The invention relates to the technical field of tunnel construction devices, in particular to a bolt support device for backfilling open holes in tunnels. Background technique [0002] In the construction of tunnels in mountainous areas, some sections are prone to landslides, falling rocks or flow rocks, and mud flow hazards. If it is built by underground excavation, the mountain will often collapse and it will be difficult to construct. To this end, it is necessary to adopt the open cut method, first digging a steep temporary slope into a cutting or a half cutting, building a lining structure in it, and then backfilling the outer surface of the lining with earth and rocks. [0003] Traditional construction methods, such as "a construction method for connecting long open tunnels between bridges and tunnels in high and steep terrain", have been disclosed in the China Patent Network, and the patent number is 201910378931.8. Above-mentioned method first...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D20/00E21F15/00E21F17/00
CPCE21D20/00E21F15/00E21F17/00
Inventor 吴华君朱加民吴俊峰熊晨超黄向明卢亚琼
Owner YIWU INDAL & COMMERICAL COLLEGE
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