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A Tunnel Lining Structure Combined with High-Strength Preloaded Anchor Rods and Fluid Inclusions

A joint action and inclusion technology, applied in the direction of tunnel lining, tunnel, shaft lining, etc., can solve the problems affecting the concrete curing cycle, personnel and property losses, delaying the progress of the project, etc., to save the cost of purchasing expansion head equipment and shorten the construction period , Reduce the effect of swelling and falling off

Active Publication Date: 2019-10-08
CHINA THREE GORGES UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

If the surrounding rock collapses during the construction process, it will lead to the collapse of a large area in the tunnel, causing serious loss of personnel and property, and when the tunnel construction encounters water gushing or water leakage, it will directly affect the maintenance cycle of the concrete and delay the progress of the project

Method used

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  • A Tunnel Lining Structure Combined with High-Strength Preloaded Anchor Rods and Fluid Inclusions
  • A Tunnel Lining Structure Combined with High-Strength Preloaded Anchor Rods and Fluid Inclusions
  • A Tunnel Lining Structure Combined with High-Strength Preloaded Anchor Rods and Fluid Inclusions

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Embodiment Construction

[0031] Embodiments of the present invention will be further described below in conjunction with the accompanying drawings.

[0032] Such as Figure 1~3 , a tunnel lining structure combined with high-strength preloaded anchors and fluid inclusions, which includes fluid inclusions in contact with the tunnel surrounding rock, high-strength preloaded anchors, and reinforced concrete linings, and the fluid inclusions are made of high-strength preloaded The pressure anchor and the reinforced concrete lining are fixed around the surrounding rock of the tunnel, and a pressure relief valve is provided on one side of the fluid inclusion, and the fluid inclusion is provided with a circular connection port connected with other inclusions; the fluid inclusion A reinforced concrete lining is provided on the side of the body facing the tunnel, and the reinforced concrete lining is fixed with a high-strength preloaded anchor rod, and two adjacent fluid inclusions are detachably assembled and ...

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Abstract

The invention relates to a tunnel lining structure with a combined action of high-strength pre-pressing anchors rod and fluid inclusions. The tunnel lining structure comprises the fluid inclusions, the high-strength pre-pressing anchor rods and reinforced concrete linings which are in contact with tunnel surrounding rock, wherein the fluid inclusions are fixed around the tunnel surrounding rock with the high-strength pre-pressing anchor rods and the reinforced concrete linings, a pressure relief valve is arranged at one side of each fluid inclusion, and the fluid inclusions are provided with connection interfaces linked with other inclusions; the sides, facing the tunnel, of the liquid inclusions are provided with the reinforced concrete lininsg, the reinforced concrete linings are fixed by the high-strength pre-pressing anchor rods, and every two adjacent liquid inclusions are detachably assembled and connected through connecting interfaces arranged at the side edges. The tunnel lining structure can solve the problem that in the prior art, the possibility of local deformation of the tunnel is greatly reduced while the requirements of tunnel lining are met, and it is guaranteed that a support structure can not to be deformed due to local large surrounding rock stress.

Description

technical field [0001] The invention relates to the field of lining devices for tunnel engineering, in particular to a tunnel lining structure in which high-strength preloaded anchor rods and fluid inclusions act together. Background technique [0002] With the construction of national infrastructure and the acceleration of the pace of life of the people, shortening the traffic time between regions has become a social consensus. The planning and construction of multiple high-speed rail lines also means strict requirements for the quality of tunnel engineering and the limitation of construction period. reduce. New conjoined fluid inclusions have become an important component in tunnel engineering. It is not only conducive to controlling the quality of the project from the source, but also can greatly shorten the construction period, and can also reduce the losses caused by engineering accidents. [0003] Tunnel engineering construction has become an important part of nation...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/10E21D20/02
Inventor 刘杰黎照宋晓婷程陈汪德佳孙涛高素芳高进张罗送兰俊
Owner CHINA THREE GORGES UNIV
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