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Construction method of a tunnel waterproof system

A construction method and technology for tunnels, applied in tunnels, tunnel linings, earth-moving drilling, etc., can solve the problems of fast aging, high repair rate, and low reliability of waterproof systems, achieve excellent deformation resistance, and improve yield. , good protective effect

Active Publication Date: 2015-12-09
陈继宇
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The cost of this form is easy to control, and the release method is relatively mature, but it has many defects. First, there are always lap joints in the waterproof board. With the occurrence of construction errors, the possibility of leakage from the lap joints is greater; One is that the waterproof board itself is easy to be punctured. The actual situation that often happens is that the punctured part of the waterproof board cannot resist leakage, so that the self-waterproof function of the two ends of the secondary lining will finally undertake the anti-leakage function. Therefore, the entire waterproof system The aging speed is fast, and the reliability is obviously not high; in particular, the anti-leakage effect must be inspected after the completion of the secondary lining, which does not have the characteristics of instant inspection, and its repair rate is high, and the damage caused by remediation is very large

Method used

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  • Construction method of a tunnel waterproof system
  • Construction method of a tunnel waterproof system
  • Construction method of a tunnel waterproof system

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0031] Such as figure 1 , a construction method of a tunnel waterproof system, the construction method includes four main steps as shown in the figure, they are:

[0032] Surface treatment step 1: process the inner wall part of the tunnel that needs to be waterproofed. In this embodiment, the inner wall that needs to be waterproofed is the inner wall of the surrounding rock 10, so the loose layer, dust and unstable particles on the surface are removed to make It tends to be flattened, and ensure that its surface has a moderately rough rough surface 11, which is convenient to be closely matched with other materials; the surrounding rock 10 targeted by this embodiment has basically no obvious visible leakage, and its geological characteristics It shows a relatively high-quality and stable structure, so no special treatment is required for obvious leakage.

[0033] Rigid sealing step 4: After the surface treatment step 1 is completed, the prepared self-repairing waterproofing ag...

Embodiment 2

[0041] Such as figure 2 , this embodiment still includes surface treatment step 3, rigid treatment step 4, flexible treatment step 5, and outer lining step 6 in sequence relative to embodiment one; the treatments aimed at in these same steps are basically the same; wherein there are some The difference is:

[0042] In rigid treatment step 4, the above-mentioned self-repairing waterproofing agent is not applied in the form of brushing, but in the form of spraying, and is sprayed on the rough surface 11 with a mechanical nozzle, so that the self-repairing waterproofing agent impacts and penetrates into the rough surface 11. Micropores and / or cracks; it can be seen that this spraying method can significantly improve the forming efficiency of the rigid waterproof membrane 20, and its thickness uniformity is easy to control, and its penetration effect and matching strength are good.

[0043] In this embodiment, there is a local grouting step 1 before the surface treatment step 3,...

Embodiment 3

[0047] Such as image 3 , is the construction step diagram of Embodiment 3 of the present invention, and this embodiment is especially suitable for the section where the surrounding rock 10 address conditions are too poor:

[0048] Compared with the second embodiment, the early treatment of the surrounding rock 10 in this embodiment still has a local grouting step 1, and its plugging agent 50 still treats some inner walls with relatively small and obvious seepage, but because these sections are motion 10 The quality of the sealant is too poor, and a relatively stable inner wall cannot be obtained by the plugging agent 50 alone to place the composite waterproof layer. Therefore, after the local grouting step 1, there is also a dredging step 2 and a lining step.

[0049] After the local grouting step 1, part of the leakage fissures are blocked. At the same time, this step will reserve the position of those who cannot be blocked. At this position, the dredging step 2 will fix the...

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Abstract

The invention discloses a construction method for a waterproof system of a tunnel, and is characterized by comprising the following steps: a surface treatment step, that is to say, processing an inner wall part of the tunnel, which requires water tightness so as to form a smooth coarse hair surface; a rigid sealing step, that is to say, after the surface treatment step, completely covering a congealable self-repairing water repellent on the coarse hair surface to obtain a complete continuous rigid waterproof membrane; a flexible sealing step, that is to say, after the rigid sealing step, covering a flexible waterproof membrane on the surface of the rigid waterproof membrane; and an outer lining step, that is to say, generating an outer lining layer in the step, wherein the flexible waterproof membrane is shielded by the outer lining layer, and the outer lining layer is located on the surface wall at the innermost layer of the tunnel. According to the invention, a composite waterproof interlayer is formed by a rigid waterproof layer and a flexible waterproof layer, so that the construction method has the advantages of high-intensity leakage-proof function, ability of deformation resistance, no additional installation components, no puncture risk, good protection effect, stability and mechanical intensity, and good reliability.

Description

technical field [0001] The invention relates to a construction method of a waterproof system in tunnel construction. Background technique [0002] The construction environment of the tunnel is often characterized by humidity, dripping water, and poor ventilation, and because the tunnel penetrates a large number of surface structures and destroys the original groundwater leakage path, during the construction process and actual use, the tunnel surrounding rock It can be said that the inner wall leaks nine times out of ten. Waterproof treatment and various waterproof systems installed during tunnel construction are already an inevitable part of this type of product. [0003] Usually, when a leak occurs in a tunnel, the water pressure is relatively high. Most of the existing typical tunnel waterproofing systems to prevent leakage use the form of waterproof boards. During the primary or secondary lining, the waterproof boards are laid on the surrounding rocks to make As a waterp...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/38
Inventor 陈继宇
Owner 陈继宇
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