Long-distance deep and narrow pipe ditch stonework excavation and protection method

A ditch and long-distance technology, which is applied in the field of long-distance deep and narrow pipe trench excavation and protection, can solve the problems of difficulty in controlling the direction of flying stones, can not meet the needs of use, low construction efficiency, etc. Excavation construction efficiency, easy control, and the effect of reducing construction costs

Pending Publication Date: 2022-05-17
CHINA HYDROPOWER ELEVENTH ENG BUREAU ZHENGZHOU CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The traditional use of manual wind drill drilling and blasting + excavation equipment for construction has relatively large limitations, blasting protection is difficult, and the direction of flying rocks is difficult to control. There are certain safety hazards, and static blasting + mechanical crushing construction, the cycle is longer , The construction efficiency is low and cannot meet the needs of use

Method used

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  • Long-distance deep and narrow pipe ditch stonework excavation and protection method
  • Long-distance deep and narrow pipe ditch stonework excavation and protection method
  • Long-distance deep and narrow pipe ditch stonework excavation and protection method

Examples

Experimental program
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Effect test

Embodiment 1

[0037] Example 1, please refer to Figure 5 , and its construction method is described as follows:

[0038] (1) On-site site selection. Based on the construction drawings and actual site conditions, determine the site for the blasting test with the consulting engineer and the owner. The site is required to be in a relatively wide area with few residents and buildings, so as to facilitate the construction of the test section.

[0039] (2) According to the reported construction plan and planned length of the test section, determine the actual length of the test section. After communicating with the consulting engineer, the length of the test section is finally determined to be 30m.

[0040] (3) According to the reported test section plan and the actual situation on site, determine the parameters of the blasting construction. The total length of the test section is 30m. The hole row spacing is divided into 0.4m, 0.5m, and 0.6m respectively, and the blasting construction of the t...

Embodiment 2

[0045] (8) The test section adopts this method for construction, which can speed up the construction speed on the premise of ensuring the construction quality of deep and narrow pipe trenches. Engineering input. Example 2, please refer to Image 6 , and its construction method is described as follows:

[0046] A: Current situation investigation: Through the construction drawings, first conduct surveys at the construction site of the deep and narrow pipe trench to find out the existing underground pipelines and other pre-embedded equipment. Determine whether the pipeline position in the current drawing design is reasonable and whether it needs to be adjusted. Areas with dense population and many buildings in the construction area should be investigated as a key point; because there are no detailed drawings of underground pipelines in some parts, there are many unknown situations, and it is impossible to judge the risks existing in the construction process, so the current situ...

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Abstract

The invention discloses a long-distance deep and narrow pipe ditch stonework excavation and protection method which comprises the following steps: S1, current situation investigation: firstly, investigating a deep and narrow pipe ditch construction part through a construction drawing to find out existing underground pipelines and other embedded equipment; s2, existing defects of buildings, dwellings and the like close to the outside of the pipe ditch excavation area range are marked manually; s3, determining excavation side lines on the two sides of the pipe trench according to the central point of the surveying and setting-out line, and determining the positions of the side lines according to the excavation depth of the pipe trench; s4, blasting parameters are determined according to the large hole pitch and the small row pitch; s5, the row distance and the explosive load between the first blasting drill holes in each layer are adjusted according to needs; according to the long-distance deep and narrow pipe ditch stone excavation and protection method, the construction progress can be accelerated, meanwhile, flying stones generated by blasting can be protected, the construction cost can be reduced, the construction period can be shortened, and the construction requirement can be met.

Description

technical field [0001] The invention relates to the technical field of municipal foundation construction, in particular to a stonework excavation and protection method for a long-distance deep and narrow pipe ditch. Background technique [0002] Conventional stonework excavation method of deep and narrow pipe ditch can directly use hand-pneumatic drill drilling and blasting + excavation equipment for construction when the site is not limited and there are no buildings or other influences in the surrounding area; the site is limited and the surrounding When buildings and populations are densely populated, static blasting and mechanical crushing are generally used for construction. The traditional use of manual wind drill drilling and blasting + excavation equipment for construction has relatively large limitations, blasting protection is difficult, and the direction of flying rocks is difficult to control. There are certain safety hazards, and static blasting + mechanical cru...

Claims

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Application Information

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IPC IPC(8): F42D1/08F42D1/00F42D3/04
CPCF42D1/08F42D1/00F42D3/04
Inventor 石岩郭枫张京坤田长连杜晓帆
Owner CHINA HYDROPOWER ELEVENTH ENG BUREAU ZHENGZHOU CO LTD
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