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Tunnel excavation blasting optimization method based on drilling energy dissipation monitoring

A technology of tunnel excavation and optimization method, which is applied to the automatic control system of tunnel, blasting and drilling, etc. It can solve the problem of inability to accurately reflect the inhomogeneity and variability of the tunnel face rock mass, rough design method and poor tunnel stability and other problems, to achieve the effects of fast and convenient calculation, improved blasting efficiency and easy operation

Pending Publication Date: 2022-06-03
CHINA RAILWAY NO 3 GRP CO LTD +3
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  • Abstract
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  • Application Information

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Problems solved by technology

The blasting method of blasting excavation depends on the physical and mechanical properties of the rock mass. Usually, the blasting design is based on the engineering rock mass classification. However, this design method is too rough and cannot accurately reflect the inhomogeneity and variability of the tunnel face rock mass, resulting in blasting The phenomenon of over-excavation and under-excavation not only wastes explosives, but also causes poor stability of the tunnel, or additional construction such as subsequent re-excavation, filling grouting, etc. is required

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  • Tunnel excavation blasting optimization method based on drilling energy dissipation monitoring
  • Tunnel excavation blasting optimization method based on drilling energy dissipation monitoring
  • Tunnel excavation blasting optimization method based on drilling energy dissipation monitoring

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Embodiment Construction

[0016] In order to make the purposes, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below. Obviously, the described embodiments are part of the embodiments of the present invention, not All the embodiments; based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work, all belong to the protection scope of the present invention.

[0017] A method for optimizing tunnel excavation and blasting based on drilling energy dissipation monitoring, comprising the following steps:

S100~See figure 1 , install the dynamic pressure gauge 6 on the drill pipe fixture 2 of the drilling rig, the sensing surface of the dynamic pressure gauge 6 is facing the front of the drill pipe, and the dynamic pressure gauge 6 is connected to the pressure data display instrument;...

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Abstract

The invention belongs to the field of tunnel engineering construction, and particularly relates to a tunnel excavation blasting optimization method based on drilling energy dissipation monitoring. S100, a dynamic pressure meter is installed on a drill rod clamp of the drilling machine, a stress sensor is installed on the bottom face of a drill bit of the drilling machine, and a displacement meter is installed at the tail end of a drill rod of the drilling machine; s200, the drilling machine drills, a displacement dynamic curve, a stress dynamic curve and a pressure dynamic curve are obtained through a displacement meter, a stress sensor and a dynamic pressure meter, then a drill bit stress along with displacement curve and a drill rod pressure along with displacement curve are obtained through a time corresponding relation, and basic data are provided for calculating rock breaking specific energy; s300, specific energy required for rock breaking of different depths of drill holes is calculated on the basis of the drill bit stress along with displacement and drill rod pressure along with displacement curves, and meanwhile a rock breaking specific energy-displacement diagram is obtained through calculation; s400, energy needed by single-hole blasting rock breaking is calculated; s500, the amount of explosive needed by a single hole is calculated; s600, the volume number of the needed explosive is calculated; and S700, explosive loading is conducted at intervals according to specific energy distribution required by rock breaking.

Description

technical field [0001] The invention belongs to the field of tunnel engineering construction, in particular to a tunnel excavation blasting optimization method based on drilling energy dissipation monitoring. Background technique [0002] In recent years, my country's infrastructure projects have been launched on a large scale, and tunnel engineering is a very important part of infrastructure projects. The excavation methods in tunnel engineering construction are usually divided into manual excavation, mechanical excavation and blasting excavation. Blasting excavation has low construction costs. The distinctive features of it, so it is usually used in mountain tunnels. The blasting method of blasting excavation depends on the physical and mechanical properties of the rock mass. Usually, the blasting design is based on the engineering rock mass classification. However, this design method is too rough and cannot accurately reflect the inhomogeneity and variability of the rock m...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): F42D1/00F42D1/10F42D3/04E21B49/00E21B44/00E21D9/00
CPCF42D1/00F42D1/10F42D3/04E21B49/003E21B44/00E21D9/006
Inventor 陈培利刘万林成俊文贾宗瑜刘研叶志宾杨双锁秦云孙康华张书豪牛少卿孙龙华池磊傅重阳王子君刘鹏君武云龙苏鑫张泽锋
Owner CHINA RAILWAY NO 3 GRP CO LTD