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Drain-type pipe piece for tunnel lining

A segment and lining technology, which is applied in the direction of tunnel lining, tunnel, shaft lining, etc., can solve the problems of increasing the construction cost of segment lining, potential safety hazards of segment lining, and high groundwater pressure, so as to avoid fine particles blocking holes and blocking Rod phenomenon, protection of tunnel appearance, and effect of reducing water pressure

Active Publication Date: 2013-03-20
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to its deep burial and high groundwater pressure, the existing closed segment lining structure will bear the high external water pressure in the surrounding rock, which increases the construction cost of the segment lining
At the same time, groundwater pressure is affected by uncontrollable factors such as weather, resulting in serious safety hazards in segment lining

Method used

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  • Drain-type pipe piece for tunnel lining
  • Drain-type pipe piece for tunnel lining
  • Drain-type pipe piece for tunnel lining

Examples

Experimental program
Comparison scheme
Effect test

Embodiment

[0021] Figure 1-3 It is shown that the specific embodiment of the present invention is a drainage type segment for tunnel lining, including a reinforced concrete segment 1, a grouting hole or a hoisting hole 1a in the segment 1, a stressed steel bar 1b, and an outer layer Concrete cover 1c. In the concrete protection layer 1c facing one or two grouting holes 1a of the segment 1, the waterproof glue block 2 that can expand in water is pre-embedded; The grouting hole or hoisting hole 1a is inserted, passes through the water-stopping rubber block 2, drills out the concrete protective layer 1c, and has a drainage hole 3a on the rod wall at the outer end of the self-advancing hollow anchor rod 3, and plugs it in its inner cavity. Filter column 4 for filter sand.

[0022] The length of the self-advancing hollow anchor rod 3 protruding from the concrete protection layer 1c in this example is 2-3m; the thickness of the glue block 2 is 2-3cm.

[0023] image 3 Shown, the usage met...

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PUM

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Abstract

The invention discloses a drain-type pipe piece for tunnel lining. The drain-type pipe piece comprises a reinforced concrete pipe piece (1), a slurry injection hole (or a hoist hole) (1a) in the pipe piece (1), a load bearing steel bar (1b), and a concrete protective layer (1c) on the outer side; a water stop rubber block (2) capable of being expanded when being in contact with water is preburied in the concrete protective layer (1c) right opposite to one or two slurry injection holes (1a) of the pipe piece (1); a self-advancing type hollow anchor rod (3) is inserted in the slurry injection holes (or the hoist hole) (1a) of the pipe piece (1), then penetrates the water stop rubber block (2), and shoots out of the concrete protective layer (1c); and drain holes (3a) are formed in the rod wall of the outer end of the self-advancing type hollow anchor rod (3), and a filter column (4) used for filtering sand is plugged in the inner cavity of the self-advancing type hollow anchor rod (3). Lining built with the pipe pieces has a reliable drain function, and can reduce water pressure around the structure to ensure tunnel safety; and construction is convenient, small damage is caused to the pipe piece lining structure, and construction cost of the pipe piece lining is low.

Description

technical field [0001] The invention relates to a segment for tunnel lining. Background technique [0002] For long and deep buried tunnels, when the closed tunnel boring machine (TBM) is used for construction, the corresponding fabricated segment lining (the lining is assembled by multi-ring segments along the longitudinal direction of the tunnel, and each ring segment is composed of the number The different prefabricated reinforced concrete segments connected by hoop bolts) are all closed linings and cannot be drained to reduce the water pressure around the structure. [0003] With the development of my country's railway and highway tunnels, there will be a large number of long-scale (length greater than 10km) and large-scale (200-500m) deep buried tunnels. Due to its deep burial and high groundwater pressure, the existing closed segment lining structure will bear the high external water pressure in the surrounding rock, which increases the construction cost of the segmen...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21F16/02
Inventor 晏启祥陈诚耿萍何川
Owner SOUTHWEST JIAOTONG UNIV
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