CN104150817B - A kind of anti-corrosion leak-proof concrete and preparation method thereof - Google Patents

A kind of anti-corrosion leak-proof concrete and preparation method thereof Download PDF

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Publication number
CN104150817B
CN104150817B CN201410243817.1A CN201410243817A CN104150817B CN 104150817 B CN104150817 B CN 104150817B CN 201410243817 A CN201410243817 A CN 201410243817A CN 104150817 B CN104150817 B CN 104150817B
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concrete
water
mixed
minute
pitch
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Expired - Fee Related
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CN201410243817.1A
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CN104150817A (en
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陶四新
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Foshan Huili Concrete Co Ltd
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Abstract

A kind of anti-corrosion leak-proof concrete, is made up of the raw material of following weight portion: pitch 30-35, triethanolamine 1-2, boron oxide 6-8, sodium metaaluminate 7-9, aluminum sulfate 2-4, benzene emulsion 20-25, sodium methyl silicate 3-4, cement 180-200, glass flake 100-120, stone 550-600, yellow sand 100-130, white fused alumina filler 100-120, water are appropriate, auxiliary agent 20-30; Concrete of the present invention has added the raw materials such as pitch, glass flake, benzene emulsion, sodium methyl silicate, has very high density, intensity, anticorrosive property, barrier performance, is the good selection of the building such as ground, dykes and dams; By making used additives, increase concrete resistance to compression, anti-folding, tensile strength, increase corrosion resistance, rustless property, waterproof, seepage control performance.

Description

A kind of anti-corrosion leak-proof concrete and preparation method thereof
Technical field
The invention belongs to building material field, particularly a kind of anti-corrosion leak-proof concrete and preparation method thereof.
Background technology
Concrete has abundant raw material, cheap, the simple feature of production technology, thereby make its consumption increasing. It is high that while concrete also has compression strength, good endurance, the features such as strength grade wide ranges. These features make its scope of application very extensive, not only in various civil engineerings, use, and be exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering etc., concrete is also important material.
Along with the development of component materials of concrete, people are to being not only confined to compression strength to concrete performance requirement, but on the basis of basing oneself upon intensity, more focus on concrete durability, deformation performance, fire-and explosion-proof performance, water-impervious performance, toughness, corrosion resistance, heat insulating ability, health environment-friendly and reduce costs etc. the balance and coordination of overall target. The requirement of concrete property indices is than clearer and more definite, refinement and concrete in the past. Meanwhile, the lifting of Architectural Equipment level, continuing to bring out and promoting of novel construction process, makes concrete technology adapt to different designs, construction and instructions for use, develops very fast.
Concrete also be unable to do without the raw-material development of the reinforcement of concrete, be unable to do without the development and change of concrete engineering application. Therefore, development performance is more excellent, function is more powerful, more adapt to new technology, the concrete of new building object just seems particularly important.
Summary of the invention
The object of the present invention is to provide a kind of anti-corrosion leak-proof concrete and preparation method thereof, this concrete has very high density, intensity, anticorrosive property, barrier performance, is the good selection of the building such as ground, dykes and dams.
Technical scheme of the present invention is as follows:
A kind of anti-corrosion leak-proof concrete, is characterized in that being made up of the raw material of following weight portion: pitch 30-35, triethanolamine 1-2, boron oxide 6-8, sodium metaaluminate 7-9, aluminum sulfate 2-4, benzene emulsion 20-25, sodium methyl silicate 3-4, cement 180-200, glass flake 100-120, stone 550-600, yellow sand 100-130, white fused alumina filler 100-120, water are appropriate, auxiliary agent 20-30;
Described auxiliary agent is made up of the raw material of following weight portion: mineral wool 5-6, steel fibre 2-4, bisphenol A epoxy acrylate 6-8, neopelex 0.3-0.4, trimethylolethane 0.5-0.8, xylitol 0.3-0.4, triethyl phosphate 0.3-0.5, butyl methacrylate 3-5, acrylonitrile 2-4, magnesia 5-6, methenamine 1-1.5, camphorated oil 1-1.4, ascorbic acid 0.6-0.9, aluminium triphosphate 1-2, wood calcium 0.5-0.8, ammonium persulfate 0.1-0.2, potassium peroxydisulfate 0.1-0.2, water 16-20, preparation method is: water, mineral wool, steel fibre, bisphenol A epoxy acrylate, neopelex, trimethylolethane, butyl methacrylate, aluminium triphosphate, wooden calcium are mixed, be heated to 70-80 DEG C, add potassium peroxydisulfate reaction 20-30 minute, mix with other residual components again, be heated to 80-90 DEG C, stirring reaction 40-50 minute, to obtain final product.
The concrete preparation method of described anti-corrosion leak-proof, is characterized in that comprising the following steps:
(1) pitch, triethanolamine, boron oxide, sodium metaaluminate, aluminum sulfate, benzene emulsion, sodium methyl silicate are mixed, grind 20-30 minute, then mix with water, stir, obtain mixed serum;
(2) cement, glass flake, stone, yellow sand, white fused alumina filler are mixed, the mixed serum and other residual components that obtain with (1) step mix, stirring reaction 8-12 minute, and then cast, vibrates;
(3) in the wet environment of 5-25 DEG C, carry out maintenance 7-9 days after building, to obtain final product.
Beneficial effect of the present invention
Concrete of the present invention has added the raw materials such as pitch, glass flake, benzene emulsion, sodium methyl silicate, has very high density, intensity, anticorrosive property, barrier performance, is the good selection of the building such as ground, dykes and dams; By making used additives, increase concrete resistance to compression, anti-folding, tensile strength, increase corrosion resistance, rustless property, waterproof, seepage control performance.
Detailed description of the invention
A kind of anti-corrosion leak-proof concrete, by following weight portion (kilogram) raw material make: pitch 33, triethanolamine 1.5, boron oxide 7, sodium metaaluminate 8, aluminum sulfate 3, benzene emulsion 23, sodium methyl silicate 3.5, cement 190, glass flake 110, stone 580, yellow sand 120, white fused alumina filler 110, water are appropriate, auxiliary agent 25;
Described auxiliary agent by following weight portion (kilogram) raw material make: mineral wool 5.5, steel fibre 3, bisphenol A epoxy acrylate 7, neopelex 0.3, trimethylolethane 0.7, xylitol 0.3, triethyl phosphate 0.4, butyl methacrylate 4, acrylonitrile 3, magnesia 5.5, methenamine 1.3, camphorated oil 1.2, ascorbic acid 0.8, aluminium triphosphate 1.5, wooden calcium 0.7, ammonium persulfate 0.2, potassium peroxydisulfate 0.1, water 19; Preparation method is: water, mineral wool, steel fibre, bisphenol A epoxy acrylate, neopelex, trimethylolethane, butyl methacrylate, aluminium triphosphate, wooden calcium are mixed, be heated to 75 DEG C, add potassium peroxydisulfate reaction 26 minutes, mix with other residual components again, be heated to 85 DEG C, stirring reaction 46 minutes, to obtain final product.
The concrete preparation method of described anti-corrosion leak-proof, comprises the following steps:
(1) pitch, triethanolamine, boron oxide, sodium metaaluminate, aluminum sulfate, benzene emulsion, sodium methyl silicate are mixed, grind 25 minutes, then mix with water, stir, obtain mixed serum;
(2) cement, glass flake, stone, yellow sand, white fused alumina filler are mixed, the mixed serum and other residual components that obtain with (1) step mix, stirring reaction 10 minutes, and then cast, vibrates;
(3) in the wet environment of 12-23 DEG C, carry out maintenance 7 days after building, to obtain final product.
Experimental data:
The strength grade of concrete of this embodiment is C30, and the slump is 16cm, compression strength 39MPa, rupture strength 17.3MPa.

Claims (2)

1. an anti-corrosion leak-proof concrete, is characterized in that being made up of the raw material of following weight portion: pitch 30-35, triethanolamine 1-2, boron oxide 6-8, sodium metaaluminate 7-9, aluminum sulfate 2-4, benzene emulsion 20-25, sodium methyl silicate 3-4, cement 180-200, glass flake 100-120, stone 550-600, yellow sand 100-130, white fused alumina filler 100-120, water are appropriate, auxiliary agent 20-30;
Described auxiliary agent is made up of the raw material of following weight portion: mineral wool 5-6, steel fibre 2-4, bisphenol A epoxy acrylate 6-8, neopelex 0.3-0.4, trimethylolethane 0.5-0.8, xylitol 0.3-0.4, triethyl phosphate 0.3-0.5, butyl methacrylate 3-5, acrylonitrile 2-4, magnesia 5-6, methenamine 1-1.5, camphorated oil 1-1.4, ascorbic acid 0.6-0.9, aluminium triphosphate 1-2, wood calcium 0.5-0.8, ammonium persulfate 0.1-0.2, potassium peroxydisulfate 0.1-0.2, water 16-20, preparation method is: water, mineral wool, steel fibre, bisphenol A epoxy acrylate, neopelex, trimethylolethane, butyl methacrylate, aluminium triphosphate, wooden calcium are mixed, be heated to 70-80 DEG C, add potassium peroxydisulfate reaction 20-30 minute, mix with other residual components again, be heated to 80-90 DEG C, stirring reaction 40-50 minute, to obtain final product.
2. the concrete preparation method of anti-corrosion leak-proof according to claim 1, is characterized in that comprising the following steps:
(1) pitch, triethanolamine, boron oxide, sodium metaaluminate, aluminum sulfate, benzene emulsion, sodium methyl silicate are mixed, grind 20-30 minute, then mix with water, stir, obtain mixed serum;
(2) cement, glass flake, stone, yellow sand, white fused alumina filler are mixed, the mixed serum and other residual components that obtain with (1) step mix, stirring reaction 8-12 minute, and then cast, vibrates;
(3) after cast, in the wet environment of 5-25 DEG C, carry out maintenance 7-9 days, to obtain final product.
CN201410243817.1A 2014-06-04 2014-06-04 A kind of anti-corrosion leak-proof concrete and preparation method thereof Expired - Fee Related CN104150817B (en)

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Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104909694A (en) * 2015-05-29 2015-09-16 柳州普亚贸易有限公司 Novel antimicrobial impermeable concrete
CN113979678A (en) * 2021-11-15 2022-01-28 江苏海洋大学 Compression-resistant corrosion-resistant concrete material for ocean engineering and preparation method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102206056A (en) * 2011-04-01 2011-10-05 安徽晋马环保节能科技有限公司 Preparation method of concrete waterproofer with industrial by-product gysum non-calcining technology
CN103496918A (en) * 2013-09-22 2014-01-08 安徽省通源环境节能有限公司 Anti-corrosive concrete applied to high-concentration brine condition
CN103588502A (en) * 2013-09-30 2014-02-19 安徽天馨纳米材料有限公司 Preparation method of high-permeability concrete surface silicate-silane protective agent
CN103803905A (en) * 2013-12-30 2014-05-21 安徽水安建设集团股份有限公司 Waterproof micro-expansive super-fine sand concrete in high temperature environment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102206056A (en) * 2011-04-01 2011-10-05 安徽晋马环保节能科技有限公司 Preparation method of concrete waterproofer with industrial by-product gysum non-calcining technology
CN103496918A (en) * 2013-09-22 2014-01-08 安徽省通源环境节能有限公司 Anti-corrosive concrete applied to high-concentration brine condition
CN103588502A (en) * 2013-09-30 2014-02-19 安徽天馨纳米材料有限公司 Preparation method of high-permeability concrete surface silicate-silane protective agent
CN103803905A (en) * 2013-12-30 2014-05-21 安徽水安建设集团股份有限公司 Waterproof micro-expansive super-fine sand concrete in high temperature environment

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Inventor after: Kuang Wenhui

Inventor before: Tao Sixin

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Effective date of registration: 20160909

Address after: 528251, Guangdong City, Foshan Province Ping Chau Ping Sheng Industrial Zone

Patentee after: Foshan Huili Concrete Co., Ltd.

Address before: 234000 Anhui Yongqiao District Suzhou city east two kilometers North shop

Patentee before: Tao Sixin

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160511

Termination date: 20170604