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A suction-energy-pressure tunnel support system and method suitable for weak and broken surrounding rock

A technology for crushing surrounding rocks and tunnels, which is applied in the field of tunnel support structure systems, can solve problems such as support system instability and damage, large deformation of surrounding rocks, etc., and achieve the effect of inhibiting the deterioration of plastic slip and alleviating instantaneous damage

Inactive Publication Date: 2016-04-06
SHANDONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] In order to solve the problem that the surrounding rock of this type of tunnel is subjected to train dynamic load, earthquake load and fault active load for a long time, the large deformation of the surrounding rock leads to the instability and damage of the support system. For tunnels with weak and broken surrounding rocks under the action of earthquake load and fault active load, the supporting structure is composed of core tube and steel grid, which has the characteristics of pressure absorption and pressure reduction; at the same time, the implementation method of this structure is introduced in detail.

Method used

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  • A suction-energy-pressure tunnel support system and method suitable for weak and broken surrounding rock
  • A suction-energy-pressure tunnel support system and method suitable for weak and broken surrounding rock
  • A suction-energy-pressure tunnel support system and method suitable for weak and broken surrounding rock

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Embodiment Construction

[0036] The present invention will be described in detail below in conjunction with the accompanying drawings and embodiments.

[0037] The device of the present invention mainly includes a grid steel frame 1, a concrete steel pipe 2, a casing 3, a longitudinal connecting beam 4, a rubber pad a5, a high-strength bolt 6, a grid connecting plate 7, an energy-absorbing pressure ring 8, a grouting hole 9, Exhaust port 10, rubber pad b11, prestressed anchor rod (cable) 12 and joists; the grid steel frame 1 is in the same shape as the tunnel section, and the structure is a closed structure, and the grid steel frame 1 is installed with concrete The steel pipe 2, the concrete steel pipe 2 and the grid steel frame 1 are connected through a sealed energy-absorbing pressure ring 8, and the combined bracket composed of the grid steel frame 1, concrete steel pipe 2 and the energy-absorbing pressure ring 8 is The tunnel is set at equal intervals, and the adjacent combined supports are connec...

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Abstract

The invention discloses an energy-absorption yield tunnel support system and method suitable for weak broken wall rock. The system comprises a plurality of grid steel frames. The grid steel frames are consistent with the section of a tunnel in shape and of a sealed structure. Steel tubes are disposed in the grid steel frames and connected with the same through sealed yield energy-absorption devices. The combined supports formed by the grid steel frames, the steel tubes and the yield energy-absorption devices are disposed in the tunnel in an equal-interval manner. Adjacent combined supports are connected through longitudinal beams. Reserved holes are symmetrically formed in the longitudinal beams at intervals. Anchor rods or anchor cables for applying prestress are anchored into rock stratums through the reserved holes so as to form a three-dimensional integral support from the wall rock. The system has the advantage that the problem of instability and failure, caused by large wall rock deformation due to the fact that the weak broken wall rock is subjected to long-term train dynamic load, earthquake load and faulting load, of the support system is solved.

Description

technical field [0001] The present invention relates to a new type of tunnel support structure for absorbing and allowing pressure and its implementation method, in particular to a tunnel support structure system suitable for weak and broken surrounding rock under the action of train dynamic load, earthquake load and fault active load for a long time and its implementation method. Background technique [0002] In order to maintain the rapid and healthy development of my country's economy, realize the transformation of the economic structure system smoothly, and open up the blood vessels connecting the economic lifelines of various regions - expressways, railways, and subways - it is imminent. To get rich, build roads first, and the country has increased the construction of traffic roads in various regions. In recent years, no matter whether it is to increase the intensity of western development or to alleviate the urban traffic pressure, urban subways are being built in ful...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/10
Inventor 李术才徐飞王渭明张乾青李利平张骞王庆瀚刘洪亮王健华
Owner SHANDONG UNIV
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