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Anti-seep underground pipe culvert and preparation method thereof

A technology of anti-seepage and pipe culvert, which is applied in the field of antibacterial underground pipe culvert and its preparation, and can solve the problems of poor waterproof performance, cracking and cracking of concrete

Inactive Publication Date: 2016-01-13
ANHUI YUTE CONCRETE STRUCTURE TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] After the concrete is poured, there are some voids inside. Under the influence of long-term water pressure, the internal voids of the concrete will increase, and even cracks will appear. Therefore, there is a great demand for the anti-seepage performance of concrete. The waterproof performance of the concrete prepared in the prior art is very poor, and the danger of cracking or even collapse may occur when it is subjected to water pressure for a long time

Method used

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Examples

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preparation example Construction

[0018] The present invention also provides a preparation method of an anti-seepage underground pipe culvert, the preparation method comprising:

[0019] (1) Mix cement, gravel, river sand, fly ash, dicumyl peroxide, polyisobutylene, urethane, trimethylsilanol, air-entraining agent and water reducer to prepare mixture M1;

[0020] (2) pouring the mixture M1 into the steel skeleton to form the pipe culvert body;

[0021] (3) Preserving the pipe culvert body to obtain an anti-leakage underground pipe culvert;

[0022] In the above preparation method, the weight-average molecular weight of polyisobutylene can be selected in a wide range, in order to make the anti-seepage underground pipe culvert have more excellent anti-seepage performance and higher compressive strength and split resistance Tensile strength, preferably, the weight average molecular weight of polyisobutylene is 8000-14000.

[0023] At the same time, the dosage of each component can be selected in a wide range. I...

Embodiment 1

[0029] (1) At 25°C, mix cement, gravel, river sand, fly ash, dicumyl peroxide, polyisobutylene (weight average molecular weight is 11000), urethane, trimethylsilanol, water, Sodium rosinate and lignosulfonate water reducer (weight ratio: 40:100:48:30:20:35:16:8:32:4:4) were mixed to prepare mixture M1;

[0030] (2) pouring the mixture M1 into a steel bar skeleton to form a pipe culvert body;

[0031] (3) The tube culvert embryo body was cured at 30°C for 7 days to obtain the anti-seepage underground tube culvert A1.

Embodiment 2

[0033] (1) At 25°C, mix cement, gravel, river sand, fly ash, dicumyl peroxide, polyisobutylene (weight average molecular weight is 8000), urethane, trimethylsilanol, water, Sodium naphthenate and lignosulfonate water reducer (weight ratio: 35:100:45:25:15:25:12:6:30:2:3) were mixed to prepare mixture M1;

[0034] (2) pouring the mixture M1 into a steel bar skeleton to form a pipe culvert body;

[0035] (3) The tube culvert embryo body was cured at 25°C for 8 days to obtain the anti-seepage underground tube culvert A2.

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Abstract

The invention discloses an anti-seep underground pipe culvert. The anti-seep underground pipe culvert is prepared from cement, gravels, river sands, pulverized fuel ash, dicumyl peroxide, polyisobutene, ethyl carbamate, hydroxytrimethylsilane, water, an air entraining agent and water reducer. The invention further discloses a method for preparing the anti-seep underground pipe culvert. The method comprises the following steps of (1) mixing the cement, the gravels, the river sands, the pulverized fuel ash, the dicumyl peroxide, the polyisobutene, the ethyl carbamate, the hydroxytrimethylsilane, the air entraining agent and the water reducer to prepare a mixture M1; (2) pouring the mixture M1 into a reinforcement cage to form a pipe culvert blank body; and (3) maintaining the pipe culvert blank body to obtain the anti-seep underground pipe culvert. The anti-seep underground pipe culvert prepared by the method has an excellent water seepage prevention function, and has relatively high compressive strength and splitting tensile strength.

Description

technical field [0001] The invention relates to the field of cement pipe preparation, in particular to an antibacterial underground pipe culvert and a preparation method thereof. Background technique [0002] Underground pipes and culverts refer to water pipes buried in the ground, which can be used as waterways below the ground level. Pipe culverts are structures in highway and railway engineering, and generally refer to round pipe culverts, which are culverts made of circular pipes made of reinforced concrete. [0003] After the concrete is poured, there are some voids inside. Under the influence of long-term water pressure, the internal voids of the concrete will increase, and even cracks will appear. Existence, therefore, have very big requirement to the anti-seepage performance of concrete, the concrete waterproof performance prepared in the prior art is very poor, may crack or even collapse danger when subjected to water pressure for a long time. Contents of the inv...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/02C04B14/06C04B14/02C04B18/08C04B24/12C04B24/42
CPCY02W30/91
Inventor 肖吕阳
Owner ANHUI YUTE CONCRETE STRUCTURE TECH
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