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Method for supporting steel strip connecting bridge of arch-shaped soft rock roadway with large section

A technology of large section and roadway, applied in the direction of tunnel, tunnel lining, earthwork drilling, etc., can solve the problems of insufficient contact and poor roadway support effect, so as to enhance adaptability, reduce deformation, and improve support capacity. Effect

Inactive Publication Date: 2015-02-11
SHANDONG UNIV OF SCI & TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, since the raw material of the steel belt is high-strength alloy steel, which has high rigidity and strength, it is easy to make the surface of the roadway in insufficient contact with the steel belt during the construction process, resulting in poor roadway support effect

Method used

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  • Method for supporting steel strip connecting bridge of arch-shaped soft rock roadway with large section

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Embodiment Construction

[0018] A large-section arched soft rock roadway steel belt bridge support method, which is to drill the first hole at the middle position of the top of the large-section arched soft rock roadway, such as figure 1 As shown, two W-shaped steel strips 2 are joined along the section of the roadway, so that the first steel strip holes in contact on the two W-shaped steel strips overlap each other to form overlapping holes 6, and ensure that the overlapping holes 6 are located at the above-mentioned drilled holes. Then install the tray 3, pass a high-strength prestressed metal anchor rod 1 through the overlapping hole 6, and tighten the nut 4 with a drilling machine to reach the prestressed anchor rod. Finally, take the first drill hole as the center, follow the extension direction of the two W-shaped steel strips, and drill holes to both sides in sequence. The prestressed anchor rod is used to anchor the W-shaped steel belt. However, it should be noted that the last steel belt hol...

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Abstract

The invention discloses a method for supporting a 'steel strip connecting bridge' of an arch-shaped soft rock roadway with a large section, and aims at arch-shaped soft rock roadways which are provided with large sections and have intense deformation due to dynamic pressure influence and are difficult to support. The method comprises the steps as follows: firstly, a drilling hole is formed in the middle of an arch crown of a roadway; a high-strength prestressing compressible anchor rod is mounted; two W-shaped steel strips are in abutting joint along the section of the roadway, so that first steel strip holes on the two W-shaped steel strips are overlapped mutually; a tray is mouthed; a nut is screwed tightly by a driller; then drilling holes are formed towards two sides with the first drilling hole as a center; the prestressing compressible anchor rod is mounted, the W-shaped steel strips are anchored, steel strip holes in the position of an arch base line are reserved, and two groups of steel strips are further spliced. According to the method, the steel strips are connected end to end, the prestressing compressible anchor rod is mounted, so that the 'steel strip connecting bridge' is formed; and the adaptability to the shape of the roadway is enhanced, an integrated bearing structure is formed, the totally closed supporting for the roadway is achieved, and the deformation of surrounding rocks of the roadway is controlled greatly.

Description

technical field [0001] The invention relates to a large-section arched soft rock roadway steel belt bridge support method, which is applied in the field of large-section arched soft rock roadway support with severe deformation and difficult support due to mining. Background technique [0002] At present, there are problems such as slow excavation speed, high support cost, poor effect, difficult to guarantee operation continuity and safety in excavation and support of large-section soft rock roadway. The theory and practice of large-section roadway support in terms of scheme design, parameter selection, and support reliability are not perfect enough. With the further development of bolt support technology, especially the popularization and application of high-strength prestressed pressure bolt support in soft, broken, dynamic pressure, long-span and deep high-in-situ stress roadways, the deformation of roadway surrounding rock has been effectively reduced. control. Existing...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/15E21D20/00
Inventor 郭忠平张涛文志杰张玉江俎华
Owner SHANDONG UNIV OF SCI & TECH
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