CN104058660A - Fast-setting high-strength concrete and preparation method thereof - Google Patents

Fast-setting high-strength concrete and preparation method thereof Download PDF

Info

Publication number
CN104058660A
CN104058660A CN201410236775.9A CN201410236775A CN104058660A CN 104058660 A CN104058660 A CN 104058660A CN 201410236775 A CN201410236775 A CN 201410236775A CN 104058660 A CN104058660 A CN 104058660A
Authority
CN
China
Prior art keywords
parts
concrete
water
favorable
minute
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.)
Granted
Application number
CN201410236775.9A
Other languages
Chinese (zh)
Other versions
CN104058660B (en
Inventor
张思坦
张绪庆
胡星
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.)
Guiyang Urban Construction Engineering Group Co ltd
Original Assignee
BENGBU EAST CHINA GYPSUM 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 BENGBU EAST CHINA GYPSUM Co Ltd filed Critical BENGBU EAST CHINA GYPSUM Co Ltd
Priority to CN201410236775.9A priority Critical patent/CN104058660B/en
Publication of CN104058660A publication Critical patent/CN104058660A/en
Application granted granted Critical
Publication of CN104058660B publication Critical patent/CN104058660B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The invention relates to a fast-setting high-strength concrete which is prepared from the following raw materials in parts by weight: 8-11 parts of lithium carbonate, 7-9 parts of lithium oxide, 20-24 parts of lithium-base bentonite, 20-24 parts of calcined kaolin, 20-25 parts of bisphenol A epoxy resin, 50-70 parts of silicon micropowder, 6-8 parts of zinc phosphate, 350-380 parts of sand, 170-190 parts of cement, 560-590 parts of gravel, a right amount of water and 25-30 parts of assistant. The concrete has high setting speed and high strength; by adding the bisphenol A epoxy resin and silicon micropowder, the concrete has favorable water resistance and high folding strength; the assistant enhances the compression and folding strength of the concrete, and increases the aroma of the concrete; and the concrete has the advantages of favorable corrosion resistance, favorable water and seepage resistance, favorable water reducing property, favorable workability, favorable plasticity and favorable pumpability.

Description

A kind of quick-coagulating high-strength concrete and preparation method thereof
Technical field
The invention belongs to building material field, particularly a kind of quick-coagulating high-strength concrete and preparation method thereof.
Background technology
Concrete has abundant raw material, cheap, the simple feature of production technique, thereby make its consumption increasing.It is high that while concrete also has ultimate compression strength, good endurance, the features such as strength grade wide ranges.These features make its use range very extensive, not only in various civil engineering works, use, and be exactly shipbuilding, mechanical industry, the exploitation of ocean, geothermal engineering etc., concrete is also important material.
Development along with component materials of concrete, people are to being not only confined to ultimate compression strength to concrete performance requriements, but basing oneself upon on the basis of intensity the balance and coordination of more focusing on concrete weather resistance, deformation performance, fire-and explosion-proof performance, water-impervious performance, toughness, erosion resistance, heat retaining property, health environment-friendly and reducing costs etc. 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 service requirements, 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 novel process, 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 quick-coagulating high-strength concrete and preparation method thereof, this concrete coagulation speed is fast, and has high intensity, water-tolerant, High anti bending strength.
Technical scheme of the present invention is as follows:
A quick-coagulating high-strength concrete, is characterized in that being made by the raw material of following weight part: Quilonum Retard 8-11, Lithium Oxide 98min 7-9, lithium bentonite 20-24, calcined kaolin 20-24, bisphenol A epoxide resin 20-25, silicon powder 50-70, zinc phosphate 6-8, sand 350-380, cement 170-190, stone 560-590, water are appropriate, auxiliary agent 25-30;
Described auxiliary agent is made by the raw material of following weight part: graphene oxide 0.5-0.8, aluminum silicate fiber 6-7, trifluoroacetic acid 1-1.3, allyl oenanthate 1-2, vinylformic acid dimethylamino ethyl ester 1-2, cocounut oil acyl diethanolamine 0.2-0.3,4-methyl guaiacol and 4 0.4-0.6, butyl methacrylate 2-3,1,6 hexanediyl ester 1-2, Viscoat 295 1-2, magnesium oxide 5-7, magnesium borate crystal whisker 2-3, Thistle oil 0.4-0.5, sodium carbonate 0.8-1.2, ammonium persulphate 0.1-0.2, Potassium Persulphate 0.1-0.2, water 16-20; Preparation method is: sodium carbonate, magnesium borate crystal whisker, cocounut oil acyl diethanolamine, graphene oxide, aluminum silicate fiber, trifluoroacetic acid, allyl oenanthate, vinylformic acid dimethylamino ethyl ester are mixed, grinding distribution 10-15 minute, add again water, be heated to 70-80 ℃, add Potassium Persulphate stirring reaction 20-30 minute, then mix with other remaining components, be heated to 80-90 ℃, stirring reaction 30-40 minute, obtains.
The concrete preparation method of described quick-coagulating high-strength, is characterized in that comprising the following steps:
(1) lithium bentonite, calcined kaolin, bisphenol A epoxide resin are mixed, grind 20-30 minute, then mix with Quilonum Retard, Lithium Oxide 98min, zinc phosphate, water, stir, obtain mixed serum;
(2) silicon powder, sand, cement, stone are mixed, the mixed serum and other remaining components that obtain with (1) step mix, stirring reaction 8-12 minute, and then cast, vibrates;
(3) in the wet environment of 5-25 ℃, carry out maintenance 7-9 days after building, obtain.
Beneficial effect of the present invention
Concrete coagulation speed of the present invention is fast, and has high intensity; By adding bisphenol A epoxide resin, silicon powder, water-tolerant, High anti bending strength; By making used additives, increased concrete pressure-proof and snap-resistent intensity, increased concrete fragrance, rustless property, waterproof, seepage control performance are good, also have good water reducing ability, workability, plasticity-and can pumping effect.
Embodiment
A quick-coagulating high-strength concrete, by following weight part (kilogram) raw material make: Quilonum Retard 9, Lithium Oxide 98min 8, lithium bentonite 22, calcined kaolin 22, bisphenol A epoxide resin 23, silicon powder 60, zinc phosphate 7, sand 370, cement 180, stone 580, water are appropriate, auxiliary agent 28;
Described auxiliary agent by following weight part (kilogram) raw material make: graphene oxide 0.6, aluminum silicate fiber 6.6, trifluoroacetic acid 1.2, allyl oenanthate 1.5, vinylformic acid dimethylamino ethyl ester 1.5, cocounut oil acyl diethanolamine 0.3,4-methyl guaiacol and 4 0.5, butyl methacrylate 2.5,1,6 hexanediyl ester 1.5, Viscoat 295 1.5, magnesium oxide 6, magnesium borate crystal whisker 2.5, Thistle oil 0.5, sodium carbonate 1, ammonium persulphate 0.1, Potassium Persulphate 0.1, water 18; Preparation method is: sodium carbonate, magnesium borate crystal whisker, cocounut oil acyl diethanolamine, graphene oxide, aluminum silicate fiber, trifluoroacetic acid, allyl oenanthate, vinylformic acid dimethylamino ethyl ester are mixed, grinding distribution 13 minutes, add again water, be heated to 75 ℃, add Potassium Persulphate stirring reaction 25 minutes, then mix with other remaining components, be heated to 85 ℃, stirring reaction 35 minutes, obtains.
The concrete preparation method of described quick-coagulating high-strength, comprises the following steps:
(1) lithium bentonite, calcined kaolin, bisphenol A epoxide resin are mixed, grind 25 minutes, then mix with Quilonum Retard, Lithium Oxide 98min, zinc phosphate, water, stir, obtain mixed serum;
(2) silicon powder, sand, cement, stone are mixed, the mixed serum and other remaining components that obtain with (1) step mix, stirring reaction 12 minutes, and then cast, vibrates;
(3) in the wet environment of 12-22 ℃, carry out maintenance 7 days after building, obtain.
Experimental data:
The strength grade of concrete of this embodiment is C40, and the slump is 15cm, ultimate compression strength 51.6MPa, folding strength 21.2MPa.

Claims (2)

1. a quick-coagulating high-strength concrete, is characterized in that being made by the raw material of following weight part: Quilonum Retard 8-11, Lithium Oxide 98min 7-9, lithium bentonite 20-24, calcined kaolin 20-24, bisphenol A epoxide resin 20-25, silicon powder 50-70, zinc phosphate 6-8, sand 350-380, cement 170-190, stone 560-590, water are appropriate, auxiliary agent 25-30;
Described auxiliary agent is made by the raw material of following weight part: graphene oxide 0.5-0.8, aluminum silicate fiber 6-7, trifluoroacetic acid 1-1.3, allyl oenanthate 1-2, vinylformic acid dimethylamino ethyl ester 1-2, cocounut oil acyl diethanolamine 0.2-0.3,4-methyl guaiacol and 4 0.4-0.6, butyl methacrylate 2-3,1,6 hexanediyl ester 1-2, Viscoat 295 1-2, magnesium oxide 5-7, magnesium borate crystal whisker 2-3, Thistle oil 0.4-0.5, sodium carbonate 0.8-1.2, ammonium persulphate 0.1-0.2, Potassium Persulphate 0.1-0.2, water 16-20; Preparation method is: sodium carbonate, magnesium borate crystal whisker, cocounut oil acyl diethanolamine, graphene oxide, aluminum silicate fiber, trifluoroacetic acid, allyl oenanthate, vinylformic acid dimethylamino ethyl ester are mixed, grinding distribution 10-15 minute, add again water, be heated to 70-80 ℃, add Potassium Persulphate stirring reaction 20-30 minute, then mix with other remaining components, be heated to 80-90 ℃, stirring reaction 30-40 minute, obtains.
2. the concrete preparation method of quick-coagulating high-strength according to claim 1, is characterized in that comprising the following steps:
(1) lithium bentonite, calcined kaolin, bisphenol A epoxide resin are mixed, grind 20-30 minute, then mix with Quilonum Retard, Lithium Oxide 98min, zinc phosphate, water, stir, obtain mixed serum;
(2) silicon powder, sand, cement, stone are mixed, the mixed serum and other remaining components that obtain with (1) step mix, stirring reaction 8-12 minute, and then cast, vibrates;
(3) in the wet environment of 5-25 ℃, carry out maintenance 7-9 days after building, obtain.
CN201410236775.9A 2014-05-30 2014-05-30 A kind of quick-coagulating high-strength concrete and preparation method thereof Active CN104058660B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410236775.9A CN104058660B (en) 2014-05-30 2014-05-30 A kind of quick-coagulating high-strength concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410236775.9A CN104058660B (en) 2014-05-30 2014-05-30 A kind of quick-coagulating high-strength concrete and preparation method thereof

Publications (2)

Publication Number Publication Date
CN104058660A true CN104058660A (en) 2014-09-24
CN104058660B CN104058660B (en) 2016-02-10

Family

ID=51546637

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410236775.9A Active CN104058660B (en) 2014-05-30 2014-05-30 A kind of quick-coagulating high-strength concrete and preparation method thereof

Country Status (1)

Country Link
CN (1) CN104058660B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107162511A (en) * 2017-06-23 2017-09-15 成都市容德建筑劳务有限公司 A kind of concrete applied to push pipe
CN108264327A (en) * 2018-04-27 2018-07-10 江苏百瑞吉新材料有限公司 A kind of concrete of water proof anti-seepage
CN108689644A (en) * 2018-06-20 2018-10-23 陈学智 A kind of quick-coagulating high-strength concrete and preparation method thereof
CN111039599A (en) * 2019-12-23 2020-04-21 鲍欢 Wear-resistant impact-resistant epoxy mortar repair material and preparation method thereof
CN112159179A (en) * 2020-10-12 2021-01-01 浙江大通建设科技有限公司 Efficient curing concrete for supporting construction of waterproof curtain
CN114014621A (en) * 2021-11-03 2022-02-08 湖南科技大学 Paste quick-setting material for coal rock cracking-pore consolidation and preparation method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02267146A (en) * 1989-04-10 1990-10-31 Denki Kagaku Kogyo Kk Concrete composition reinforced with high-strength fiber, product using the composition and production of the product
US5162060A (en) * 1989-12-14 1992-11-10 Rohm And Haas Company Polymer-modified cements with improved chemical resistance
CN1458111A (en) * 2003-05-21 2003-11-26 广东省建材工业科研所 Superhigh strength concrete
CN102060488A (en) * 2010-11-26 2011-05-18 同济大学 Anti-disturbance concrete and preparation method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02267146A (en) * 1989-04-10 1990-10-31 Denki Kagaku Kogyo Kk Concrete composition reinforced with high-strength fiber, product using the composition and production of the product
US5162060A (en) * 1989-12-14 1992-11-10 Rohm And Haas Company Polymer-modified cements with improved chemical resistance
CN1458111A (en) * 2003-05-21 2003-11-26 广东省建材工业科研所 Superhigh strength concrete
CN102060488A (en) * 2010-11-26 2011-05-18 同济大学 Anti-disturbance concrete and preparation method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107162511A (en) * 2017-06-23 2017-09-15 成都市容德建筑劳务有限公司 A kind of concrete applied to push pipe
CN108264327A (en) * 2018-04-27 2018-07-10 江苏百瑞吉新材料有限公司 A kind of concrete of water proof anti-seepage
CN108689644A (en) * 2018-06-20 2018-10-23 陈学智 A kind of quick-coagulating high-strength concrete and preparation method thereof
CN111039599A (en) * 2019-12-23 2020-04-21 鲍欢 Wear-resistant impact-resistant epoxy mortar repair material and preparation method thereof
CN112159179A (en) * 2020-10-12 2021-01-01 浙江大通建设科技有限公司 Efficient curing concrete for supporting construction of waterproof curtain
CN114014621A (en) * 2021-11-03 2022-02-08 湖南科技大学 Paste quick-setting material for coal rock cracking-pore consolidation and preparation method thereof
CN114014621B (en) * 2021-11-03 2022-07-22 湖南科技大学 Paste quick-setting material for coal rock cracking-pore consolidation and preparation method thereof

Also Published As

Publication number Publication date
CN104058660B (en) 2016-02-10

Similar Documents

Publication Publication Date Title
CN104058660B (en) A kind of quick-coagulating high-strength concrete and preparation method thereof
CN104230228B (en) A kind of high-temperature resistant antibacterial concrete and preparation method thereof
CN104058658B (en) A kind of high temperature insulation concrete and preparation method thereof
CN104058683B (en) A kind of light-weight water-proof concrete and preparation method thereof
CN104058652B (en) A kind of strong concrete and preparation method thereof
CN104058650B (en) A kind of heat resistance fiber concrete and preparation method thereof
CN104072039B (en) A kind of concrete waste material concrete and preparation method thereof
CN104058641B (en) A kind of fibrous concrete and preparation method thereof
CN104150818A (en) Light weight heat preserving concrete and preparation method thereof
CN104030622B (en) A kind of heat insulation concrete and preparation method thereof
CN104030624B (en) A kind of concrete of percolation-proof and preparation method thereof
CN104058649B (en) A kind of water-proof concrete and preparation method thereof
CN104072040B (en) A kind of acidproof thermal insulation concrete and preparation method thereof
CN104072035B (en) A kind of high compressive strength concrete and preparation method thereof
CN104072038B (en) A kind of conducting concrete and preparation method thereof
CN104058656B (en) A kind of rust protection concrete and preparation method thereof
CN104058657A (en) High-strength thermal-insulation concrete and preparation method thereof
CN104058704B (en) A kind of antibacterial water-tight concrete and preparation method thereof
CN104058646A (en) Wood fiber concrete and preparation method thereof
CN104030652B (en) A kind of high breaking strength concrete and preparation method thereof
CN104150817B (en) A kind of anti-corrosion leak-proof concrete and preparation method thereof
CN104058698B (en) A kind of blast furnace water quenching dreg concrete and preparation method thereof
CN104058654B (en) A kind of expanded vermiculite powder concrete and preparation method thereof
CN104058653B (en) A kind of hardwood pulp concrete and preparation method thereof
CN104058655B (en) A kind of thermal insulation concrete and preparation method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20190423

Address after: 550000 Guiyang Nanming District Guihui Road 179

Patentee after: GUIYANG MUNICIPAL CONSTRUCTION Co.,Ltd.

Address before: 233010 Bengbu East China Gypsum Technology Co., Ltd., Tianhe Science Park, Bengbu High-tech Zone, Anhui Province

Patentee before: BENGBU EAST CHINA GYPSUM Co.,Ltd.

TR01 Transfer of patent right
CP03 Change of name, title or address

Address after: No. 179, Guihui Road, Nanming District, Guiyang City, Guizhou Province 550002

Patentee after: Guiyang Urban Construction Engineering Group Co.,Ltd.

Address before: 550000 Guiyang Nanming District Guihui Road 179

Patentee before: GUIYANG MUNICIPAL CONSTRUCTION Co.,Ltd.

CP03 Change of name, title or address