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Leakage repair construction method for underground drainage tube

A construction method and drainage pipe technology, which can be applied to sewer pipe systems, water supply devices, waterway systems, etc., can solve the problems of underground drainage pipe damage, leakage, and high frequency of repairs, and achieve reduced repair frequency, high repair efficiency, and increased The effect of cohesion

Inactive Publication Date: 2020-08-14
广东明龙建设有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] However, the connection surface between the epoxy resin and the leakage of the underground drainage pipe will become a weak point. Since the underground drainage pipe is buried underground, the operation of ground vehicles and the movement of people will cause vibration and impact, and the impact of the impact force on the weak point will easily lead to underground drainage. The pipe is damaged again at the repaired connection surface, so that the leakage occurs again, resulting in a higher frequency of repairs, so there is room for improvement

Method used

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  • Leakage repair construction method for underground drainage tube
  • Leakage repair construction method for underground drainage tube
  • Leakage repair construction method for underground drainage tube

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1-4

[0060] A pipeline repair composition comprising the following components:

[0061] Polypropylene, cobalt salt, silane coupling agent.

[0062] In embodiment 1-4, the input amount (unit Kg) of each component, see table 2 for details

[0063] Table 2

[0064] Example 1 Example 2 Example 3 Example 4 Polypropylene 100 100 100 100 cobalt salt 1 2 3 2.5 A silane coupling agent 3 4 5 4.5

[0065] refer to figure 1 , the preparation method of the pipeline repair composition of embodiment 1-4 comprises the following steps:

[0066] Step 01), polypropylene is put into crushing equipment, and crushed into particles with a particle diameter of 1mm;

[0067] Step 02), adding polypropylene granules, cobalt salt, and silane coupling agent into the stirring tank at a rotating speed of 120r / min, stirring for 3min, and mixing uniformly to form a premix;

[0068] Step 03), heating the premix to 175°C, rotating at 80r / min, and stirring continu...

Embodiment 5

[0071] A pipeline repair composition, compared with embodiment 4, the difference only lies in:

[0072] In step 01), the polypropylene is crushed into particles with a particle size of 0.5mm;

[0073] In step 03), the premix is ​​heated to 170°C.

Embodiment 6

[0075] A pipeline repair composition, compared with embodiment 4, the difference only lies in:

[0076] In step 01), the polypropylene is crushed into particles with a particle size of 0.5mm;

[0077] In step 03), the premix is ​​heated to 180°C.

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Abstract

The invention relates to the technical field of drainage tube repair, and particularly relates to a leakage repair construction method for an underground drainage tube. The leakage repair constructionmethod comprises the following steps: 1) performing flaw detection on the underground drainage tube; step 2) excavating ground which corresponds to a leakage part of the underground drainage tube until a tube body leakage part is exposed; step 3) coating a liquid-state pipeline repair composition on the tube body leakage part; step 4) introducing water into the underground drainage tube after thepipeline repair composition is cured, and detecting whether leakage exists or not; step 5) if leakage still exits, re-coating the liquid-state pipeline repair composition to repair; and step 6) afterunderground drainage tube repair is accomplished, backfilling composite soil into an excavated pit to repair a road surface, wherein the composite soil comprises rubber particles and soil. The leakage repair construction method has the effects of absorbing vibration impact by the rubber particles, not easily re-damaging the repaired underground drainage tube due to physical impact, and effectively reducing repair frequency.

Description

technical field [0001] The invention relates to the technical field of drainage pipe repair, in particular to a construction method for underground drainage pipe leakage repair. Background technique [0002] At present, with the development of human civilization, people use water resources more and more frequently, resulting in a large amount of water supply and drainage, which needs to be diverted through underground drainage pipes, and centralized drainage is used to ensure the drainage effect and reduce drainage. The situation that has an impact on people's living environment in the process. [0003] Existing underground drainage pipes usually include plastic pipes, metal pipes and concrete pipes. When underground drainage pipes are buried underground for a long time, the plastic pipes will degrade, the metal pipes will corrode, and the concrete pipes will experience stress concentration and cracking. Damage to underground drainage pipes leads to leakage, so underground ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E03F3/06C08L23/12C08L23/20C08L31/04C08K13/04C08K7/06C08K3/36C08K5/098C08K5/544
CPCC08K3/36C08K5/098C08K5/544C08K7/06C08K13/04C08L23/12C08L2203/18C08L2205/03E03F3/06E03F2003/065C08L23/22C08L31/04
Inventor 林志明陈娇华林志炎郑灿龙
Owner 广东明龙建设有限公司