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Anchoring device for rock-soil side slope

An anchoring device and slope technology, which is applied in the field of slope anchoring equipment, can solve problems such as rolling and landslide rocks, achieve the effect of reducing landslides and rockfall on the slope, and facilitate installation

Active Publication Date: 2022-06-07
CHONGQING THREE GORGES UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Aiming at the deficiencies of the prior art, the present invention provides an anchoring device for rock-soil slopes, which solves the problem of landslides or rock rolling that may be caused by driving the anchoring device vertically into the slope in the prior art

Method used

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  • Anchoring device for rock-soil side slope
  • Anchoring device for rock-soil side slope
  • Anchoring device for rock-soil side slope

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Embodiment Construction

[0030] The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0031] Unless otherwise specified, the technical means used in the implementation examples are conventional means well known to those skilled in the art.

[0032] refer to Figure 1-Figure 11 The invention discloses an anchoring device for rock and soil slopes, which is mainly aimed at the anchoring of steep slopes and rock and soil slopes. The slope of the steep slope is greater than or equal to 60°. It is driven into the rock and s...

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Abstract

The invention relates to the technical field of side slope anchoring equipment, in particular to an anchoring device for a rock-soil side slope. According to the specific technical scheme, the anchoring device for the rock-soil slope comprises an anchoring pile with the hollow interior and one end provided with a conical head, a plurality of water seepage holes communicated with the interior of the anchoring pile are formed in the side wall of the anchoring pile, a plurality of through holes communicated with the interior of the anchoring pile are vertically formed in the side wall of the anchoring pile, and a plurality of rows of through holes are formed in the side wall of the anchoring pile; a fixing assembly penetrating out of the through hole is detachably arranged in the anchoring pile, a connecting column is connected to an opening in the top of the anchoring pile in a threaded mode, and a water outlet hole is formed in the side wall, close to the connecting position, of the anchoring pile. The invention solves the problem of landslide or rock tumbling possibly caused by vertically driving an anchoring device into a slope in the prior art.

Description

technical field [0001] The invention relates to the technical field of slope anchoring equipment, in particular to an anchoring device for rock and soil slopes. Background technique [0002] As a common method of rock and soil slope treatment, anchoring has been widely used in engineering due to its unique advantages such as ingenious structure, easy construction, low cost and good performance. The application of anchoring technology in slope engineering can fully It can exert and improve the strength and self-stabilizing ability of the rock and soil mass, improve its unfavorable stress state, enhance its stability, significantly reduce the volume of the structure and reduce the weight of the structure, and effectively control the deformation and soil erosion of the rock and soil mass on the slope. and landslides. [0003] However, for the slopes on both sides of the river, most of them are rock and soil slopes, and the slope angle is about 60°, and some are set to be large...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/20E02D5/74E02D5/54
CPCE02D17/207E02D5/74E02D5/54Y02A10/23
Inventor 强跃刘港李莉倪波余江周令张中旭周健
Owner CHONGQING THREE GORGES UNIV
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