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Construction method of excavating weak surrounding rock tunnel with hydraulic breaker

A technology of hydraulic breaker and weak surrounding rock, which is applied in tunnels, tunnel linings, earthwork drilling and mining, etc. It can solve problems such as high engineering explosives prices, low supply of explosives in the market, and sub-optimal construction methods, etc., and achieve a better working environment for workers. Improve and reduce the weathering of surrounding rock and preserve the effect of supporting strength

Active Publication Date: 2016-01-20
CHINA RAILWAY 23RD CONSTR BUREAU LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Most countries in the world have very strict control over explosives, and the approval procedures are complicated. Moreover, when the construction is adjacent to the urban area, the impact of blasting construction on nearby residents must also be considered, and an application must be submitted to the relevant department in advance.
Moreover, under the strict political control, the market supply of explosives is small, which directly leads to the continuous rise of the price of engineering explosives in some areas, and there are often situations where prices are not available.
[0005] The construction method of weak blasting and short excavation has the characteristics of many blasting times and high frequency, which directly leads to the limitation of drilling and blasting construction, which seriously affects the progress of the construction period.
Therefore, the traditional drilling and blasting method is not the optimal construction method regardless of the engineering structure, construction schedule and cost control

Method used

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  • Construction method of excavating weak surrounding rock tunnel with hydraulic breaker
  • Construction method of excavating weak surrounding rock tunnel with hydraulic breaker
  • Construction method of excavating weak surrounding rock tunnel with hydraulic breaker

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Embodiment Construction

[0048] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. However, it should not be understood that the scope of the above subject matter of the present invention is limited to the following embodiments, and all technologies realized based on the content of the present invention belong to the scope of the present invention. Some technical terms in the present invention are explained as follows, whichever is understood by those skilled in the art: "BPM" is an abbreviation of blowsperminute, which refers to the number of air hammer blows per minute. "Procedure", also referred to as a step, all represent a small specific process flow segment in the present invention. "Top surface", the stepped platform formed between the upper pilot hole and the lower pilot hole is called the tunnel surface. According to the actual construction situation, filling, small side walls and secondary lining shall be c...

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Abstract

The invention discloses an excavation construction method for a tunnel with weak surrounding rock, which comprises excavation of an upper pilot tunnel, slag removal, and initial branching, excavation, slag removal, and initial branching of an upper left pilot tunnel, excavation of a right lower pilot tunnel, backfilling of a sidewalk, and initial branching, Excavation and slag discharge of inverted arches and caverns, construction of inverted arches, filling, small side walls, secondary lining, etc. The hydraulic breaking hammer excavation construction method for weak surrounding rock tunnels of the present invention adopts dynamic monitoring, scientifically organizes construction, avoids the use of explosives, produces less dust, has strong adaptability, and has good control performance for over-excavation and under-excavation. The disturbance is small, so that the mechanical properties of the surrounding rock are closer to the design situation, the lining quality is high, and the stability, reliability and safety are high.

Description

technical field [0001] The invention relates to a construction method for excavating tunnels in weak surrounding rocks, in particular to a construction method for excavating tunnels in weak surrounding rocks with a hydraulic breaker. Background technique [0002] As a key project, node project and difficult project of railway civil construction, tunnels have always been valued by the industry. Although the current tunnel construction theory is mature, technology and equipment are advanced, and experience is rich. However, according to different geological conditions, how to choose the appropriate construction method or the best construction method has always been an important and difficult point in the research of various construction units. [0003] Weak argillaceous sedimentary rocks belong to Class III and IV weak surrounding rocks. The strength of the surrounding rocks is not high, and they are easy to swell and weather when exposed to water or weathered to clay when exp...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/00E21D11/00
Inventor 樊建国田宝华陈幼林倪修泉刘延龙王红霍莉
Owner CHINA RAILWAY 23RD CONSTR BUREAU LTD
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