Tunnel second liner concrete longitudinal dispersion grouting device and construction method thereof

A concrete and tunnel technology, applied in tunnel lining, tunnel, earth-moving drilling and mining, etc., can solve the problems of emptying of the secondary lining and insufficient pouring thickness, and achieve the effects of convenient construction, improved pouring quality, and reliable structure.

Pending Publication Date: 2019-08-13
成都睿智达科技有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a tunnel secondary lining concrete longitudinal dispersion pouring device and its construction method to solve the problems of insufficient pouring thickness at the back of the existing tunnel lining and quality defects of the back of the secondary lining.

Method used

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  • Tunnel second liner concrete longitudinal dispersion grouting device and construction method thereof
  • Tunnel second liner concrete longitudinal dispersion grouting device and construction method thereof
  • Tunnel second liner concrete longitudinal dispersion grouting device and construction method thereof

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Embodiment Construction

[0028] The principles and features of the present invention are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the present invention, and are not intended to limit the scope of the present invention.

[0029] Such as Figure 1 to Figure 2 As shown, the tunnel secondary lining concrete longitudinal dispersion pouring device includes a traveling trolley 1, a grout conveying mechanism 2 connected to the traveling trolley 1, and a longitudinal grouting mechanism arranged on the traveling trolley 1. The walking trolley 1 is a trolley in the existing tunnel construction, and it is mainly used for binding steel cages and laying waterproof boards. The slurry delivery mechanism 2 includes a ground pump hinged with the trolley and a connecting pipeline connected to the ground pump. The connecting pipeline is used to connect the ground pump and the grouting nozzle 5 , and the concrete source is provided for the grouting nozz...

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Abstract

The invention discloses a tunnel second liner concrete longitudinal dispersion grouting device and a construction method thereof. The tunnel second liner concrete longitudinal dispersion grouting device includes a travelling trolley, a grout transportation mechanism connected with the travelling trolley and a longitudinal displacement grouting mechanism arranged on the travelling trolley; the longitudinal displacement grouting mechanism includes a longitudinal displacement dolly, a clamping regulation assembly located on the longitudinal displacement dolly and a grouting spray pipe connected to the clamping regulation assembly, and a grouting gun barrel is connected with the grout transportation mechanism. According to the tunnel second liner concrete longitudinal dispersion grouting device, a retrusive concrete continuous transportation and grouting mode is adopted to conduct continuous retreating for grouting; by matching transportation pressure of a concrete pump, a spillover diffusion effect and a gravity field in the grout transportation mechanism, dispersed and continuous grouting is conducted on the front end and the two sides, the tunnel second liner concrete longitudinal dispersion grouting device is reliable in structure and convenient to construct, the grouting quality of a tunnel second liner can be greatly improved, the grouting thickness of a second liner is ensured, and tunnel structure with the even tunnel thickness is formed.

Description

technical field [0001] The invention relates to the technical field of tunnel engineering, in particular to a longitudinally dispersed pouring device for secondary lining concrete of a tunnel and a construction method thereof. Background technique [0002] At present, all kinds of tunnels constructed by drilling and blasting method in China have generally been constructed by the overall mobile tunnel mold building trolley. It is a ring structure, and adopts radial upward concrete delivery and pouring of the second lining concrete method. Due to the limitation of the distance and height of the pouring points, the concrete is limited by gravity and the slump of the concrete itself, which will inevitably cause the concrete to be difficult to overcome when pouring. Insufficient gravity and flow dispersibility are difficult, forming a conical accumulation in the range of slump radius around the pouring point, and forming an area far away from the pouring port where the concrete c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/10
CPCE21D11/10E21D11/105
Inventor 曾克琴钟剑
Owner 成都睿智达科技有限公司
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