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Hollow-hole rhombic parallel cut blasting damping method

A rhombus-shaped, hollow technology, which is applied in the field of urban traffic tunnel excavation and blasting, can solve the problems of toxic gas, blasting vibration, hindering promotion and development, etc., and achieve the effect of reducing impact and blasting vibration velocity

Inactive Publication Date: 2015-04-01
CHINA UNIV OF MINING & TECH (BEIJING)
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the blasting construction method has the advantages of low cost and high tunneling efficiency, the explosion of explosives during the construction process will produce negative effects such as shock waves, blasting vibrations, and toxic gases. Therefore, safety problems during use have always hindered its promotion. Key bottleneck issues for development
Especially in the construction process of urban tunnel blasting and excavation, due to the blasting and excavation construction under various unfavorable conditions such as the depth of the tunnel and various buildings on the ground, the vibration effect generated by the blasting construction becomes the first in the construction process. Negative effects to be controlled that can have serious consequences if not well controlled

Method used

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  • Hollow-hole rhombic parallel cut blasting damping method
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Examples

Experimental program
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Embodiment 1

[0025] This embodiment discloses three blasting schemes using ordinary millisecond nonel detonators and cyclic footage of 1.0m, 1.5m, and 2.0m. The common millisecond nonel detonator is the first series of millisecond nonel detonator whose delay time is described in the national standard GB19474-2003 "Nel detonator";

[0026] Such as figure 1 , figure 2 , a hollow hole straight eye diamond-shaped cutting blasting shock absorption method, blasting excavation is carried out on the upper steps of the tunnel face, the step width dimension on the tunnel face is L=6200mm, and the height dimension is L0=3200mm; A hollow hole C with a diameter of 150mm is provided in the middle of the tunnel face, and the depth of the hollow hole is 10m; blastholes are arranged around the hollow hole on the tunnel face, and the blastholes include 16 blastholes surrounding the hollow hole. The cutting eye (located in the middle of the face of the upper step for cutting blasting, such as figure 1 Th...

Embodiment 2

[0052] This embodiment discloses three blasting schemes using high-precision millisecond detonator detonators and cyclic footage of 1.0m, 1.5m, and 2.0m; The nonel detonator described in "Detonator", the high-precision millisecond nonel detonator has 60 segments, and the delay time is 0ms to 12000ms.

[0053] Such as image 3 , Figure 4 , a hollow hole straight eye diamond-shaped cutting blasting shock absorption method, blasting excavation is carried out on the upper steps of the tunnel face, the step width dimension on the tunnel face is L=6200mm, and the height dimension is L0=3200mm; Describe the steps of a kind of hollow hole straight eye rhombus cutting blasting shock absorbing method as follows:

[0054] a) Use a down-the-hole drilling machine to drill a hollow hole C with a diameter of 150mm in the middle of the tunnel face, and the depth of the hollow hole is 10m;

[0055] b) Use a rock drill to drill blastholes, and the blastholes include 16 cut holes that surrou...

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Abstract

The invention relates to a hollow-hole rhombic parallel cut blasting damping method. Blasting tunneling is performed on the tunnel face of an underground tunnel. The construction method comprises using a down-the-hole drill to drill a hollow hole with the diameter of 90mm to 180mm at the position of the middle of the tunnel face of the tunnel; using a hammerdrill to drill a plurality of blast holes, enabling the blast holes to comprise cut holes, auxiliary holes, periphery holes and base plate holes which are expanded around the hollow hole; filling explosives and detonators, using stemming to seal the blast holes, adopting rock emulsion explosives, and using ordinary millisecond nonel detonators or high-precison millisecond nonel detonators; and detonating the explosives according to blast hole arranging orders and detonator delay time. The hollow-hole rhombic parallel cut blasting damping method has the advantages that when an urban subway underneath passes buildings at a close range in a granite stratum and old resident houses, the blast vibration speed can be effectively controlled, influences of blast vibration on the buildings and life of residents are reduced, and compared with a traditional wedge cut blasting scheme, the hollow-hole rhombic parallel cut blasting damping method enables the maximum blasting vibration speed to be reduced by 50%.

Description

technical field [0001] The invention belongs to the excavation and blasting technology of urban traffic tunnels, and in particular relates to a blasting shock absorption method for hollow hole straight eye rhombic cut, which is used for the construction of urban subway tunnels passing through granite strata and under buildings at a short distance. Background technique [0002] At present, in order to solve the increasingly serious problem of urban traffic congestion, underground railways in cities and suburbs, elevated railways on the ground and ground tracks have been connected into a transportation network, collectively referred to as subways. With its many advantages such as convenience, speed, and environmental protection, the subway has become the first choice for many countries to solve the problem of urban traffic congestion. [0003] In the case of geological conditions dominated by rocks, combined with various factors, the drilling and blasting method has become the...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F42D1/08F42D1/00
Inventor 杨仁树孙强车玉龙
Owner CHINA UNIV OF MINING & TECH (BEIJING)
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