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Pull-pressure dispersed protecting anchor cable and its construction method

An anchor cable and decentralized technology, applied in the direction of foundation structure engineering, buildings, sheet pile walls, etc., can solve the problems of inability to achieve permanent protection, shorten the length of anchor cables, uneven distribution, etc., and achieve the convenience of applying prestress and shorten the anchor The effect of shortening the cable length and simplifying the construction procedure

Inactive Publication Date: 2003-10-01
中外合资柳州欧维姆建筑机械有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The above two types of anchor cables have the problems of excessive concentration and uneven distribution of stress, which can easily cause the damage of the slurry, so they cannot achieve the purpose of permanent protection and shorten the length of the anchor cables.
[0005] A pressure-dispersing anchoring method and a pressure-dispersing anchor cable recently developed in Japan, although some improvements have been made to the problem of stress concentration, are not ideal, and the structure is complex and the cost is high.

Method used

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  • Pull-pressure dispersed protecting anchor cable and its construction method
  • Pull-pressure dispersed protecting anchor cable and its construction method
  • Pull-pressure dispersed protecting anchor cable and its construction method

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Embodiment

[0028] A Tension and Compression Decentralized Protective Anchor Cable and Construction Method of Tension and Compression Decentralized Protective Anchor Cable

[0029] Such as figure 1 As shown, the tensile and compressive dispersed protective anchor cable of the present invention is composed of an outer anchor head and an anchor section. The outer anchor head is composed of a clip 1, an anchor plate 2, and a backing plate 3. There are an inner support frame 5 and an outer support frame 6, and the top of the longest steel strand has a guide cap 10, and the anchor section is distributed with two bearing bodies, each of which is composed of an unbonded steel strand 4 and successively covered The unbonded steel strand 4 is composed of a bearing plate 7, an elastic gasket 8, and an extrusion sleeve 9, and the end of each unbonded steel strand 4 beyond the bearing plate 7 is peeled off as a bonded steel strand, That is, the end is divided into two parts with bonding and non-bondi...

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Abstract

A tension-compression dispersed protective anchor cable and its construction method. The anchor cable is composed of an outer anchor head, a free section, and an anchor section. Two or more bearing bodies are distributed on the anchor section. The steel strand is composed of a bearing plate, an elastic gasket, and an extrusion sleeve that are sequentially placed on the steel strand. The number of steel strands passing through each bearing plate is different, and the end of each steel strand is stripped beyond the bearing plate. For bonded steel strands, the construction method includes drilling holes, making and installing anchor cables, grouting, tensioning and locking and other construction procedures. This type of anchoring has uniform stress distribution, good anchoring and anti-corrosion effects, simple anchor cable structure, The advantages of convenient construction.

Description

technical field [0001] The invention relates to an anchor cable for rock and soil anchoring and a construction method. Background technique [0002] At present, in geotechnical anchoring projects, the tension-type ground anchor construction method is mostly used, and the tension-concentrated anchor cable is widely used. Due to the low tensile strength of the slurry, when it is stretched, the slurry will appear tensile stress at the upper interface of the anchorage section. Concentrated, under the action of excessive tensile stress, cracks will appear in the grouting material in this part, so that the slurry will lose the anti-corrosion effect on the anchor cable. Destroy, and gradually move down until the anchorage fails completely. [0003] The pressure-concentrated anchor cables and construction methods used in small quantities now take advantage of the advantage that the compressive strength of the slurry is higher than the tensile strength, but the anc...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/80
Inventor 田裕甲阮孝刚
Owner 中外合资柳州欧维姆建筑机械有限公司
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