CN104030652B - A kind of high breaking strength concrete and preparation method thereof - Google Patents

A kind of high breaking strength concrete and preparation method thereof Download PDF

Info

Publication number
CN104030652B
CN104030652B CN201410252793.6A CN201410252793A CN104030652B CN 104030652 B CN104030652 B CN 104030652B CN 201410252793 A CN201410252793 A CN 201410252793A CN 104030652 B CN104030652 B CN 104030652B
Authority
CN
China
Prior art keywords
concrete
water
minute
breaking strength
high breaking
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
CN201410252793.6A
Other languages
Chinese (zh)
Other versions
CN104030652A (en
Inventor
何经锁
江超
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.)
Anhui Kai Yue Electric Tower Co Ltd
Original Assignee
Anhui Kai Yue Electric Tower 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 Anhui Kai Yue Electric Tower Co Ltd filed Critical Anhui Kai Yue Electric Tower Co Ltd
Priority to CN201410252793.6A priority Critical patent/CN104030652B/en
Publication of CN104030652A publication Critical patent/CN104030652A/en
Application granted granted Critical
Publication of CN104030652B publication Critical patent/CN104030652B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

A kind of high breaking strength concrete, is made up of the raw material of following weight part: basalt fibre 80-100, glucose 4-6, expanded starch 3-5, oleum lini 3-5, Virahol 10-15, water glass 30-40, slag powders 80-100, kaolin 20-30, bauxitic clay 20-30, sand 250-280, cement 200-220, waste and old concrete particle 560-590, water are appropriate, auxiliary agent 25-35; Concrete of the present invention employs waste and old concrete particle, energy-conserving and environment-protective, by using basalt fibre, slag powders, substantially increases concrete folding strength; By making used additives, adding concrete resistance to compression, anti-folding, tensile strength, adding erosion resistance, rustless property, waterproof, seepage control performance.

Description

A kind of high breaking strength concrete and preparation method thereof
Technical field
The invention belongs to building material field, particularly a kind of high breaking strength concrete and preparation method thereof.
Background technology
Concrete has abundant raw material, cheap, the simple feature of production technique, thus makes its consumption increasing.Simultaneously also to have ultimate compression strength high for concrete, good endurance, the features such as strength grade wide ranges.These features make its use range very extensive, and not only using in various civil engineering work, is exactly shipbuilding, mechanical industry, the exploitation of ocean, geothermal engineering etc., and concrete is also important material.
Along with the development of component materials of concrete, people are not only confined to ultimate compression strength to concrete performance requriements, but on the basis basing oneself upon intensity, more focus on concrete weather resistance, deformation performance, fire-and explosion-proof performance, water-impervious performance, toughness, erosion resistance, heat retaining property, health environment-friendly and to reduce costs etc. the balance and coordination of overall target.The requirement of concrete property indices is than clearer and more definite, refinement in the past and concrete.Meanwhile, the lifting of Architectural Equipment level, the continuing to bring out and promoting of novel construction process, concrete technology is adapted 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 engineer applied object.Therefore, develop that 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 high breaking strength concrete and preparation method thereof, this concrete energy-saving environmental protection, High anti bending strength, also there is good water reducing ability, workability, plasticity-and can pumping effect.
Technical scheme of the present invention is as follows:
A kind of high breaking strength concrete, is characterized in that being made up of the raw material of following weight part: basalt fibre 80-100, glucose 4-6, expanded starch 3-5, oleum lini 3-5, Virahol 10-15, water glass 30-40, slag powders 80-100, kaolin 20-30, bauxitic clay 20-30, sand 250-280, cement 200-220, waste and old concrete particle 560-590, water are appropriate, auxiliary agent 25-35;
Described auxiliary agent is made up of the raw material of following weight part: slag wool 5-6, steel fiber 2-4, bisphenol A epoxy acrylate 6-8, Sodium dodecylbenzene sulfonate 0.3-0.4, trimethylolethane 0.5-0.8, Xylitol 0.3-0.4, triethyl phosphate 0.3-0.5, butyl methacrylate 3-5, vinyl cyanide 2-4, magnesium oxide 5-6, urotropine 1-1.5, white oil of camphor 1-1.4, xitix 0.6-0.9, aluminium triphosphate 1-2, wood calcium 0.5-0.8, ammonium persulphate 0.1-0.2, Potassium Persulphate 0.1-0.2, water 16-20, , preparation method is: by water, slag wool, steel fiber, bisphenol A epoxy acrylate, Sodium dodecylbenzene sulfonate, trimethylolethane, butyl methacrylate, aluminium triphosphate, the mixing of wooden calcium, be heated to 70-80 DEG C, add Potassium Persulphate reaction 20-30 minute, mix with other remaining components again, be heated to 80-90 DEG C, stirring reaction 40-50 minute, to obtain final product.
The concrete preparation method of described high breaking strength, is characterized in that comprising the following steps:
(1) by kaolin, bauxitic clay, glucose, expanded starch, oleum lini, Virahol, water glass mixing, grinding 20-30 minute, then mix with water, stir, obtain mixed serum;
(2) basalt fibre, slag powders, sand, cement, waste and old concrete particle are mixed, the mixed serum obtained with (1) step and other remaining components mix, and stirring reaction 8-12 minute, then pours into a mould, and 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 employs waste and old concrete particle, energy-conserving and environment-protective, by using basalt fibre, slag powders, substantially increases concrete folding strength; By making used additives, adding concrete resistance to compression, anti-folding, tensile strength, adding erosion resistance, rustless property, waterproof, seepage control performance.
Embodiment
A kind of high breaking strength concrete, is made up of the raw material of following weight part (kilogram): basalt fibre 90, glucose 5, expanded starch 4, oleum lini 4, Virahol 13, water glass 35, slag powders 90, kaolin 25, bauxitic clay 25, sand 260, cement 210, waste and old concrete particle 570, water are appropriate, auxiliary agent 30;
Described auxiliary agent is made up of the raw material of following weight part (kilogram): slag wool 5.5, steel fiber 3, bisphenol A epoxy acrylate 7, Sodium dodecylbenzene sulfonate 0.3, trimethylolethane 0.7, Xylitol 0.3, triethyl phosphate 0.4, butyl methacrylate 4, vinyl cyanide 3, magnesium oxide 5.5, urotropine 1.3, white oil of camphor 1.2, xitix 0.8, aluminium triphosphate 1.5, wooden calcium 0.7, ammonium persulphate 0.2, Potassium Persulphate 0.1, water 19; Preparation method is: by water, slag wool, steel fiber, bisphenol A epoxy acrylate, Sodium dodecylbenzene sulfonate, trimethylolethane, butyl methacrylate, aluminium triphosphate, the mixing of wooden calcium, be heated to 75 DEG C, add Potassium Persulphate and react 26 minutes, mix with other remaining components again, be heated to 85 DEG C, stirring reaction 46 minutes, to obtain final product.
The concrete preparation method of described high breaking strength, comprises the following steps:
(1) by kaolin, bauxitic clay, glucose, expanded starch, oleum lini, Virahol, water glass mixing, grind 25 minutes, then mix with water, stir, obtain mixed serum;
(2) basalt fibre, slag powders, sand, cement, waste and old concrete particle are mixed, the mixed serum obtained with (1) step and other remaining components mix, and stirring reaction 11 minutes, then pours into a mould, vibrate;
(3) in the wet environment of 15-25 DEG C, carry out maintenance 7 days after building, to obtain final product.
Experimental data:
The strength grade of concrete of this embodiment is C40, and the slump is 14cm, ultimate compression strength 49.7MPa, folding strength 20.4MPa.

Claims (2)

1. a high breaking strength concrete, is characterized in that being made up of the raw material of following weight part: basalt fibre 80-100, glucose 4-6, expanded starch 3-5, oleum lini 3-5, Virahol 10-15, water glass 30-40, slag powders 80-100, kaolin 20-30, bauxitic clay 20-30, sand 250-280, cement 200-220, waste and old concrete particle 560-590, water are appropriate, auxiliary agent 25-35;
Described auxiliary agent is made up of the raw material of following weight part: slag wool 5-6, steel fiber 2-4, bisphenol A epoxy acrylate 6-8, Sodium dodecylbenzene sulfonate 0.3-0.4, trimethylolethane 0.5-0.8, Xylitol 0.3-0.4, triethyl phosphate 0.3-0.5, butyl methacrylate 3-5, vinyl cyanide 2-4, magnesium oxide 5-6, urotropine 1-1.5, white oil of camphor 1-1.4, xitix 0.6-0.9, aluminium triphosphate 1-2, wood calcium 0.5-0.8, ammonium persulphate 0.1-0.2, Potassium Persulphate 0.1-0.2, water 16-20, preparation method is: by water, slag wool, steel fiber, bisphenol A epoxy acrylate, Sodium dodecylbenzene sulfonate, trimethylolethane, butyl methacrylate, aluminium triphosphate, the mixing of wooden calcium, be heated to 70-80 DEG C, add Potassium Persulphate reaction 20-30 minute, mix with other remaining components again, be heated to 80-90 DEG C, stirring reaction 40-50 minute, to obtain final product.
2. the concrete preparation method of high breaking strength according to claim 1, is characterized in that comprising the following steps:
(1) by kaolin, bauxitic clay, glucose, expanded starch, oleum lini, Virahol, water glass mixing, grinding 20-30 minute, then mix with water, stir, obtain mixed serum;
(2) basalt fibre, slag powders, sand, cement, waste and old concrete particle are mixed, the mixed serum obtained with (1) step and other remaining components mix, and stirring reaction 8-12 minute, then builds, and vibrates;
(3) in the wet environment of 5-25 DEG C, carry out maintenance 7-9 days after building, to obtain final product.
CN201410252793.6A 2014-06-10 2014-06-10 A kind of high breaking strength concrete and preparation method thereof Expired - Fee Related CN104030652B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410252793.6A CN104030652B (en) 2014-06-10 2014-06-10 A kind of high breaking strength concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410252793.6A CN104030652B (en) 2014-06-10 2014-06-10 A kind of high breaking strength concrete and preparation method thereof

Publications (2)

Publication Number Publication Date
CN104030652A CN104030652A (en) 2014-09-10
CN104030652B true CN104030652B (en) 2015-10-14

Family

ID=51461682

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410252793.6A Expired - Fee Related CN104030652B (en) 2014-06-10 2014-06-10 A kind of high breaking strength concrete and preparation method thereof

Country Status (1)

Country Link
CN (1) CN104030652B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017139886A1 (en) * 2016-02-17 2017-08-24 Ratcliffe William K Additive for concrete manufacture and methods of use

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104446239A (en) * 2014-11-12 2015-03-25 无为恒基商品混凝土有限公司 High-density freezing-tolerant concrete

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
CN1398242A (en) * 2000-02-11 2003-02-19 罗迪亚化学公司 Fire-resistant high performance concrete compsn.
CN102557555A (en) * 2011-12-28 2012-07-11 河南大学 Mineral fiber-modified flexible rubber concrete
CN103435305A (en) * 2013-08-22 2013-12-11 四川航天拓鑫玄武岩实业有限公司 Basalt fiber 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
CN1398242A (en) * 2000-02-11 2003-02-19 罗迪亚化学公司 Fire-resistant high performance concrete compsn.
CN102557555A (en) * 2011-12-28 2012-07-11 河南大学 Mineral fiber-modified flexible rubber concrete
CN103435305A (en) * 2013-08-22 2013-12-11 四川航天拓鑫玄武岩实业有限公司 Basalt fiber concrete and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017139886A1 (en) * 2016-02-17 2017-08-24 Ratcliffe William K Additive for concrete manufacture and methods of use

Also Published As

Publication number Publication date
CN104030652A (en) 2014-09-10

Similar Documents

Publication Publication Date Title
CN104058651B (en) A kind of high tenacity concrete and preparation method thereof
CN104230228B (en) A kind of high-temperature resistant antibacterial concrete and preparation method thereof
CN104058660B (en) A kind of quick-coagulating high-strength concrete and preparation method thereof
CN104058683B (en) A kind of light-weight water-proof concrete and preparation method thereof
CN104058658B (en) A kind of high temperature insulation concrete and preparation method thereof
CN104058652B (en) A kind of strong concrete and preparation method thereof
CN104119042B (en) A kind of heat-resistant steel fiber concrete and preparation method thereof
CN104150818B (en) A kind of lightweight insulating 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
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
CN104058647B (en) A kind of stalk fibre concrete and preparation method thereof
CN104030652B (en) A kind of high breaking strength concrete and preparation method thereof
CN104058646B (en) A kind of wood fibre 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
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
CN104150817B (en) A kind of anti-corrosion leak-proof concrete and preparation method thereof
CN104058653B (en) A kind of hardwood pulp concrete and preparation method thereof
CN104058648B (en) A kind of slag 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
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Concrete with high bending strength and preparation method thereof

Effective date of registration: 20181121

Granted publication date: 20151014

Pledgee: Suzhou Longqiao Branch of Huizhou Commercial Bank Co.,Ltd.

Pledgor: ANHUI KAIYUE ELECTRIC POWER TOWER CO.,LTD.

Registration number: 2018340000657

PE01 Entry into force of the registration of the contract for pledge of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151014

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