CN103496905B - A kind of frost-resistant concrete and preparation method thereof - Google Patents

A kind of frost-resistant concrete and preparation method thereof Download PDF

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Publication number
CN103496905B
CN103496905B CN201310449451.9A CN201310449451A CN103496905B CN 103496905 B CN103496905 B CN 103496905B CN 201310449451 A CN201310449451 A CN 201310449451A CN 103496905 B CN103496905 B CN 103496905B
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CN
China
Prior art keywords
parts
frostproofer
frost
lithium
polymer fiber
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201310449451.9A
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Chinese (zh)
Other versions
CN103496905A (en
Inventor
唐建军
杨支来
黄国平
顾永新
徐海彬
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu TengXiang Concrete Co. Ltd.
Original Assignee
Zhangjiagang Shanmu New Material Technology Development Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhangjiagang Shanmu New Material Technology Development Co Ltd filed Critical Zhangjiagang Shanmu New Material Technology Development Co Ltd
Priority to CN201310449451.9A priority Critical patent/CN103496905B/en
Publication of CN103496905A publication Critical patent/CN103496905A/en
Application granted granted Critical
Publication of CN103496905B publication Critical patent/CN103496905B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a kind of frost-resistant concrete and preparation method thereof, formed by weight ratio by following raw material: cement 20-25 part; Flyash 20-45 part; Water 10-20 part; River sand 10-20 part; Polymer fiber 1-2 part; Industrial aluminum sulphate 4-6 part; Frostproofer 15-20 part.The present invention introduces lithium base in frostproofer, effectively can suppress alkali-aggregate reaction, and production process of the present invention is simple, and cost is low, and good freezing protection effect, be more conducive to suitability for industrialized production.

Description

A kind of frost-resistant concrete and preparation method thereof
Technical field
The present invention relates to building material field, particularly a kind of frost-resistant concrete and preparation method thereof.
Background technology
In building operation, often can run into various atrocious weather environment, especially in the winter time, long-term low temperature causes very large impact to concrete stirring, and how just can prevent concrete from freezing at low temperatures is the problem that engineering staff compares headache always.
Adopt nitrate, nitrite to freeze to prevent concrete as antifreeze component on the market now, but this method makes concrete alkalinity suddenly increase more, even occur that the accumulation of salt in the surface soil is present, had a strong impact on construction quality.
Summary of the invention
The present invention seeks to: propose a kind of frost-resistant concrete and preparation method thereof, it can resist the low temperature environment of subzero 15 DEG C, and can effectively reduce the phenomenon of the accumulation of salt in the surface soil.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of frost-resistant concrete, is formed by weight ratio by following raw material:
Cement 20-25 part;
Flyash 20-45 part;
Water 10-20 part;
River sand 10-20 part;
Polymer fiber 1-2 part;
Industrial aluminum sulphate 4-6 part;
Frostproofer 15-20 part.
Preferably, described polymer fiber adopts 2 parts.
Preferably, described polymer fiber is mixed by polyvinyl alcohol fiber and polypropylene fibre.
Preferably, the weight of described polyvinyl alcohol fiber and described polypropylene fibre is 7:3.
Preferably, described industrial aluminum sulphate adopts 6 parts.
Preferably, described frostproofer is made up of lithium acetate and sodium acetate mixing.
Preferably, in described lithium acetate and described sodium acetate, the mol ratio of lithium and sodium is 0.3-0.5.
A preparation method for frost-resistant concrete, comprises the steps:
Step (1): take following raw material mix and blend by weight ratio:
Cement 20-25 part;
Flyash 20-45 part;
Water 10-20 part;
River sand 10-20 part;
Industrial aluminum sulphate 4-6 part;
Step (2): stir 40 minutes after taking the polypropylene fibre mixing of the polyvinyl alcohol fiber of 7 parts and 3 parts, obtained polymer fiber;
Step (3): add the polymer fiber that 2 parts of steps (2) are obtained in mixture obtained in step (1), stir 1 hour;
Step (4): be obtained frostproofer after the proportioning mixing and stirring of 0.3-0.5 by the mol ratio by lithium and sodium in lithium acetate and described sodium acetate;
Step (5): by frostproofer obtained in step (4), is added in step (3) in gained mixture, then stirs 2-3 hour, can use.
The invention has the beneficial effects as follows: the present invention introduces lithium base in frostproofer, effectively can suppress alkali-aggregate reaction, production process of the present invention is simple, and cost is low, and good freezing protection effect, be more conducive to suitability for industrialized production.
Embodiment
What below show is one of preferred embodiment of the present invention, for enforcement personnel as a reference.
Embodiment 1: a kind of frost-resistant concrete, is formed by weight ratio by following raw material:
Cement 25 parts;
20 parts, flyash;
20 parts, water
River sand 15 parts;
Polymer fiber 2 parts;
Industrial aluminum sulphate 6 parts;
Frostproofer 12 parts.
Preferably, described polymer fiber is mixed by polyvinyl alcohol fiber and polypropylene fibre.
Preferably, the weight of described polyvinyl alcohol fiber and described polypropylene fibre is 7:3.
Preferably, described frostproofer is made up of lithium acetate and sodium acetate mixing.
Preferably, in described lithium acetate and described sodium acetate, the mol ratio of lithium and sodium is 0.3-0.5.
The preparation method of this product is as follows:
Step (1): take following raw material mix and blend by weight ratio:
Cement 25 parts;
20 parts, flyash;
20 parts, water
River sand 15 parts;
Industrial aluminum sulphate 6 parts;
Step (2): stir 40 minutes after taking the polypropylene fibre mixing of the polyvinyl alcohol fiber of 7 parts and 3 parts, obtained polymer fiber;
Step (3): add the polymer fiber that 2 parts of steps (2) are obtained in mixture obtained in step (1), stir 1 hour;
Step (4): be obtained frostproofer after the proportioning mixing and stirring of 0.3-0.5 by the mol ratio by lithium and sodium in lithium acetate and described sodium acetate;
Step (5): by frostproofer obtained in step (4), is added in step (3) in gained mixture, then stirs 2 hours, can use.
Test proof through contriver, the concrete that present method obtains effectively can resist the low temperature environment of-15 DEG C, and can maintenance about 7 days under subzero temperature environment, then transfers the curing strength standard of normal curing 28 to.

Claims (3)

1. a frost-resistant concrete, is characterized in that, is formed by weight ratio by following raw material:
Cement 20-25 part;
Flyash 20-45 part;
Water 10-20 part
River sand 10-20 part;
Industrial aluminum sulphate 4-6 part;
Frostproofer 15-20 part;
Polymer fiber adopts 2 parts;
Described polymer fiber is mixed by polyvinyl alcohol fiber and polypropylene fibre; The weight of described polyvinyl alcohol fiber and described polypropylene fibre is 7:3;
Described frostproofer is made up of lithium acetate and sodium acetate mixing; In described lithium acetate and described sodium acetate, the mol ratio of lithium and sodium is 0.3-0.5.
2. a kind of frost-resistant concrete as claimed in claim 1, is characterized in that, described industrial aluminum sulphate adopts 6 parts.
3. a preparation method for frost-resistant concrete, is characterized in that, comprises the steps:
Step (1): take following raw material mix and blend by weight ratio:
Cement 20-25 part;
Flyash 20-45 part;
Water 10-20 part
River sand 10-20 part;
Industrial aluminum sulphate 4-6 part;
Step (2): stir 40 minutes after taking the polypropylene fibre mixing of the polyvinyl alcohol fiber of 7 parts and 3 parts, obtained polymer fiber;
Step (3): add the polymer fiber that 2 parts of steps (2) are obtained in mixture obtained in step (1), stir 1 hour;
Step (4): be obtained frostproofer after the proportioning mixing and stirring of 0.3-0.5 by the mol ratio by lithium and sodium in lithium acetate and described sodium acetate;
Step (5): by frostproofer obtained in step (4), is added in step (3) in gained mixture, then stirs 2-3 hour, can use.
CN201310449451.9A 2013-09-29 2013-09-29 A kind of frost-resistant concrete and preparation method thereof Expired - Fee Related CN103496905B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310449451.9A CN103496905B (en) 2013-09-29 2013-09-29 A kind of frost-resistant concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310449451.9A CN103496905B (en) 2013-09-29 2013-09-29 A kind of frost-resistant concrete and preparation method thereof

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CN103496905A CN103496905A (en) 2014-01-08
CN103496905B true CN103496905B (en) 2016-02-03

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105174831A (en) * 2015-07-29 2015-12-23 安徽砼宇特构科技有限公司 Antifreezing concrete and preparation method therefor
CN107473650A (en) * 2017-08-11 2017-12-15 汤始建华建材(苏州)有限公司 A kind of anti-freezing type concrete
CN107382220A (en) * 2017-09-06 2017-11-24 陈毅忠 A kind of frost-resistant concrete

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101200364A (en) * 2007-12-21 2008-06-18 大连理工大学 Chlorine-free highly effective composite enhanced solid cement grinding aids and production method
CN102219452A (en) * 2011-04-13 2011-10-19 河北建筑工程学院 Pumice straw lightweight aggregate concrete and preparation method thereof
CN102786246A (en) * 2012-08-31 2012-11-21 句容宁武高新技术发展有限公司 Concrete antifreezer

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101200364A (en) * 2007-12-21 2008-06-18 大连理工大学 Chlorine-free highly effective composite enhanced solid cement grinding aids and production method
CN102219452A (en) * 2011-04-13 2011-10-19 河北建筑工程学院 Pumice straw lightweight aggregate concrete and preparation method thereof
CN102786246A (en) * 2012-08-31 2012-11-21 句容宁武高新技术发展有限公司 Concrete antifreezer

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C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Mu Xiaojun

Inventor before: Tang Jianjun

Inventor before: Yang Zhilai

Inventor before: Huang Guoping

Inventor before: Gu Yongxin

Inventor before: Xu Haibin

COR Change of bibliographic data
TR01 Transfer of patent right

Effective date of registration: 20160420

Address after: 212216 Jiangsu province Yangzhong Youfang Town Industrial Park of new materials

Patentee after: Jiangsu TengXiang Concrete Co. Ltd.

Address before: Suzhou City, Jiangsu province 215600 Zhangjiagang City Jin Fengzhen Hexing Street Village red audio-visual company in Mars

Patentee before: Shan Mu new material technology development corporation, Ltd. of Zhangjagang City

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: 20160203

Termination date: 20170929