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
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[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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