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Containment Propelling Construction Method Utilizing Guide Rail Section Steel

A technology of culvert and section steel, which is applied in the field of underground tunnel construction, can solve the problems of small friction and achieve the effect of preventing ground collapse and ensuring safety

Inactive Publication Date: 2017-05-24
金东世 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] The present invention is used to solve the problems of the prior art as described above. The purpose of the present invention is to provide a culvert body propulsion method using guide rail steel, which can generate less friction even when the concrete culvert body has a complex section, thus The containment body can be advanced with minimal propulsion force, and precision construction can be performed, so that underground tunnels with high quality can be constructed

Method used

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  • Containment Propelling Construction Method Utilizing Guide Rail Section Steel
  • Containment Propelling Construction Method Utilizing Guide Rail Section Steel
  • Containment Propelling Construction Method Utilizing Guide Rail Section Steel

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Embodiment Construction

[0037]The culvert propulsion method of the present invention is used to construct an underground tunnel, and the above-mentioned culvert propulsion method is characterized in that it includes: step a, constructing a propulsion base before the section to be constructed of the underground tunnel, and constructing an arrival base after the section to be constructed of the underground tunnel ; Step b, driving a plurality of steel pipes corresponding to the positions to be constructed of the outer wall of the culvert body and the top plate, and removing the sand and soil inside the steel pipes to form a steel pipe composite; Step c, corresponding to the insertion position of the guide rail section steel After the rollers are set inside the composite body, insert the guide rail profile steel into the above steel tube complex; step d, manufacture the culvert body at the propulsion base, and make the end of the above guide rail profile steel and the culvert body join; step e, remove the...

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Abstract

The present invention relates to a culvert body propelling method using guide rail steel. After the steel pipe for protection is pressed in to reinforce the ground, when the concrete culvert is pushed, the guide rail steel formed in the steel pipe and joined to the culvert can be used to fine-tune the underground tunnel. The construction can be carried out on the ground, and the impact on the upper ground can be minimized. The feature of the above-mentioned culvert advancing construction method is that it includes: step a), constructing the propulsion base and reaching the base; Insert guide rail profile steel into the steel pipe complex; step d), manufacture culvert at the propulsion base, and make the end of the guide rail profile steel join with culvert; step e), push the culvert; step f), release the culvert and the culvert The joint between the ends of the guide rail section steel; and step g), filling mortar between the outer surface of the above-mentioned containment body and the inner surface of the steel pipe.

Description

technical field [0001] The present invention relates to a construction method of an underground tunnel, and more specifically, relates to a culvert propelling method using guide rail shaped steel. After the protective steel pipe is pressed in to reinforce the ground, when the concrete culvert is pushed, the culvert formed in the steel pipe and connected with the culvert can be used The integrated guide rail steel is used to construct the underground tunnel precisely, and the impact on the upper ground can be minimized. Background technique [0002] The front jacking method, which is one of the preferred methods for constructing an underground tunnel, is used to maintain the soil surface without excavating the ground surface such as roads in order to reduce the impact on roads or rivers located above the underground tunnel. One of the non-excavation methods for constructing underground tunnels under the state of the art, the operation base is constructed before and after the ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/06E02D29/045
CPCE21D9/005E02D29/045E21D9/06
Inventor 金东禹金东秀
Owner 金东世
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