CN103964759A - Seepage-proof anti-crack concrete and preparation method thereof - Google Patents
Seepage-proof anti-crack concrete and preparation method thereof Download PDFInfo
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- CN103964759A CN103964759A CN201410124784.9A CN201410124784A CN103964759A CN 103964759 A CN103964759 A CN 103964759A CN 201410124784 A CN201410124784 A CN 201410124784A CN 103964759 A CN103964759 A CN 103964759A
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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Abstract
The invention discloses seepage-proof anti-crack concrete. The concrete is characterized by being prepared from raw materials in parts by weight as follows: 100-120 parts of cement, 9-14 parts of wood fibers, 5-9 parts of diethanolamine, 60-80 parts of fluorite, 3-5 parts of sodium carbonate, 11-15 parts of hydroxypropyl methyl cellulose, 90-120 parts of yellow phosphorus slag, 100-130 parts of fly ash, 5-9 parts of acrylamide, 90-110 parts of electrolytic manganese waste residues, 40-50 parts of waste clothes, 3-6 parts of an additive and an appropriate amount of water. According to the prepared concrete, the mixing amount of the fly ash can be increased substantially, and meanwhile, the amount of the cement is reduced, so that the cost of the concrete is reduced substantially; meanwhile, the appropriate additive is added, and the proper production process is adopted, so that the prepared concrete has seepage-proof and anti-crack functions and is broad in application prospect.
Description
Technical field
The present invention relates to building concrete technical field, be specifically related to a kind of seepage control and crack resistance concrete and preparation method thereof.
Background technology
Concrete is normally made gelling material with cement, sand, masonry gather materials, coordinate by a certain percentage with water (can contain admixture and adulterant), through stirring and cement concrete, also claim normal concrete, it has advantages of that easy-formation, energy consumption are low, good endurance, low price and be combined and can be made into various support mechanisms with steel, is contemporary most widely used material of construction, and the development of human society is played a very important role
The consumption that gathers materials that one of must addition material as concrete is very large, and natural aggregate overexploitation, makes it quality and also cannot meet the demand that existing concrete is produced, and concrete also exists intensity difference at present, frost resistance is low, dry shrinkage is large, and the deficiencies such as cracking easily occur.Therefore, develop various artificial aggregates and find suitable substitute material, thereby develop a kind of high strength, frost resistance is good, dry shrinkage is little, the new concrete of not easy to crack, the antibacterial function such as heat-resisting, to meet the needs of high quality construction project, become this area and be badly in need of the technical barrier solving.
In recent years, along with growth in the living standard and social progress, the various solid wastes that people's daily life and Industrial processes produce and urban construction are removed and are remake the living environment that the solid waste brought etc. is perplexing resident always, and the processing of the waste and old clothes that more particularly can not continue to wear is a difficult problem always.The present invention adds in concrete solid waste as starting material, has realized the cyclic utilization of waste, has reduced the pollution to environment, meets strategy of sustainable development requirement.
Summary of the invention
Object of the present invention is just to provide a kind of seepage control and crack resistance concrete and preparation method thereof, to overcome the deficiencies in the prior art.
The object of the present invention is achieved like this:
A kind of seepage control and crack resistance concrete, it is characterized in that, by the raw material of following weight part, made: cement 100-120, xylon 9-14, diethanolamine 5-9, fluorite 60-80, soda ash 3-5, Vltra tears 11-15, Yellow Phosphorous Slag 90-120, flyash 100-130, acrylamide 5-9, electrolytic manganese waste residue 90-110, waste and old clothes 40-50, auxiliary agent 3-6, suitable quantity of water.
Described auxiliary agent is made by following raw materials in part by weight: kaolin 7-12, tung oil 2-4, urea 10-13, Cortex Meliae 9-11, aluminium hydroxide 9-13, discarded glass 4-7, Sodium dodecylbenzene sulfonate 0.03-0.07, magnesium powder 0.02-0.04, ultra micro wax powder 0.3-0.6, pitch 2-5, Flos Rosae Rugosae quintessence oil 0.03-0.07, its preparation method is that each crushing material is mixed, add suitable quantity of water and stir 30-40 minute, granulation, balling-up particle diameter, at 2-5mm, is dried and be get final product.
The described concrete preparation method of a kind of seepage control and crack resistance, is characterized in that comprising the following steps:
(1) waste and old clothes is cleaned up after accessories such as removing button, slide fastener, tear and make the fiber of being entangled with of bulk loosen and become flocculence, make the long fiber in 5-10mm left and right standby;
(2) fluorite, flyash one are arised from 625-855 ℃ and calcine after 3-6 hour and take out and pulverize, add xylon, Vltra tears, acrylamide and suitable quantity of water to stir 30-40 minute, mix, granulation, balling-up particle diameter is at 5-8mm;
(3) Yellow Phosphorous Slag, electrolytic manganese waste residue are put into 1 ‰ iron(ic) chloride and 0.5 ‰ calcium chloride composite solutions flood 10-12 hour, take out nature and dry;
(4) step (1) (2), (3) reaction mass and other leftover materials are added to suitable quantity of water stirring mixes and get final product for 5-8 minute.
The present invention has following beneficial effect: the concrete that the present invention makes can significantly improve doping quantity of fly ash, reduce cement consumption simultaneously, the concrete cost of the present invention is significantly reduced, add suitable auxiliary agent and suitable production technique simultaneously, the concrete making has seepage control and crack resistance function, has a extensive future.
Embodiment
Described a kind of seepage control and crack resistance concrete, it is characterized in that, by the raw material of following weight part, made: cement 120, xylon 14, diethanolamine 9, fluorite 68, soda ash 3, Vltra tears 11, Yellow Phosphorous Slag 92, flyash 103, acrylamide 5, electrolytic manganese waste residue 9, waste and old clothes 45, auxiliary agent 3, suitable quantity of water.
Described auxiliary agent is made by following raw materials in part by weight: kaolin 7, tung oil 4, urea 10, Cortex Meliae 11, aluminium hydroxide 12, discarded glass 5, Sodium dodecylbenzene sulfonate 0.04, magnesium powder 0.02, ultra micro wax powder 0.3, pitch 2, Flos Rosae Rugosae quintessence oil 0.03, its preparation method is that each crushing material is mixed, add suitable quantity of water and stir 30-40 minute, granulation, balling-up particle diameter, at 2-5mm, is dried and be get final product.
Making method comprises the following steps:
(1) waste and old clothes is cleaned up after accessories such as removing button, slide fastener, tear and make the fiber of being entangled with of bulk loosen and become flocculence, make the long fiber in 5-10mm left and right standby;
(2) fluorite, flyash one are arised from 625-855 ℃ and calcine after 3-6 hour and take out and pulverize, add xylon, Vltra tears, acrylamide and suitable quantity of water to stir 30-40 minute, mix, granulation, balling-up particle diameter is at 5-8mm;
(3) Yellow Phosphorous Slag, electrolytic manganese waste residue are put into 1 ‰ iron(ic) chloride and 0.5 ‰ calcium chloride composite solutions flood 10-12 hour, take out nature and dry;
(4) step (1) (2), (3) reaction mass and other leftover materials are added to suitable quantity of water stirring mixes and get final product for 5-8 minute.
By above-described embodiment, process the concrete technical indicator obtaining as follows:
(1) ultimate compression strength (28d): 35.7MPa;
(2) workability is good, and workability and intensity meet construction requirement;
(3) high temperature resistant and metope tight bond, seamless.
Claims (2)
1. a seepage control and crack resistance concrete, it is characterized in that, by the raw material of following weight part, made: cement 100-120, xylon 9-14, diethanolamine 5-9, fluorite 60-80, soda ash 3-5, Vltra tears 11-15, Yellow Phosphorous Slag 90-120, flyash 100-130, acrylamide 5-9, electrolytic manganese waste residue 90-110, waste and old clothes 40-50, auxiliary agent 3-6, suitable quantity of water; Described auxiliary agent is made by following raw materials in part by weight: kaolin 7-12, tung oil 2-4, urea 10-13, Cortex Meliae 9-11, aluminium hydroxide 9-13, discarded glass 4-7, Sodium dodecylbenzene sulfonate 0.03-0.07, magnesium powder 0.02-0.04, ultra micro wax powder 0.3-0.6, pitch 2-5, Flos Rosae Rugosae quintessence oil 0.03-0.07, its preparation method is that each crushing material is mixed, add suitable quantity of water and stir 30-40 minute, granulation, balling-up particle diameter, at 2-5mm, is dried and be get final product.
2. the concrete making method of a kind of seepage control and crack resistance according to claim 1, is characterized in that comprising the following steps:
(1) waste and old clothes is cleaned up after accessories such as removing button, slide fastener, tear and make the fiber of being entangled with of bulk loosen and become flocculence, make the long fiber in 5-10mm left and right standby;
(2) fluorite, flyash one are arised from 625-855 ℃ and calcine after 3-6 hour and take out and pulverize, add xylon, Vltra tears, acrylamide and suitable quantity of water to stir 30-40 minute, mix, granulation, balling-up particle diameter is at 5-8mm;
(3) Yellow Phosphorous Slag, electrolytic manganese waste residue are put into 1 ‰ iron(ic) chloride and 0.5 ‰ calcium chloride composite solutions flood 10-12 hour, take out nature and dry;
(4) step (1) (2), (3) reaction mass and other leftover materials are added to suitable quantity of water stirring mixes and get final product for 5-8 minute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410124784.9A CN103964759B (en) | 2014-03-31 | 2014-03-31 | A kind of seepage control and crack resistance concrete and preparation method thereof |
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| CN201410124784.9A CN103964759B (en) | 2014-03-31 | 2014-03-31 | A kind of seepage control and crack resistance concrete and preparation method thereof |
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| CN103964759A true CN103964759A (en) | 2014-08-06 |
| CN103964759B CN103964759B (en) | 2016-05-25 |
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| CN201410124784.9A Expired - Fee Related CN103964759B (en) | 2014-03-31 | 2014-03-31 | A kind of seepage control and crack resistance concrete and preparation method thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108503299A (en) * | 2017-02-28 | 2018-09-07 | 北京城泰混凝土制品有限公司 | Strong intensity steel fiber reinforced concrete |
| CN110950591A (en) * | 2019-12-16 | 2020-04-03 | 厦门市三航伟业投资有限公司 | Anti-permeability high-strength concrete and preparation method thereof |
| CN113024166A (en) * | 2019-12-24 | 2021-06-25 | 南通市建设混凝土有限公司 | Anti-permeability and anti-drying shrinkage high-homogeneity self-compacting concrete and preparation process thereof |
| CN116655328A (en) * | 2023-06-07 | 2023-08-29 | 湖南省勘测设计院有限公司 | Seepage-proofing and crack-proofing concrete and preparation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1385394A (en) * | 2001-12-07 | 2002-12-18 | 北京市城昌商品混凝土联营公司 | Fibre anti-permeation cracking-resistant concrete |
| CN101234875A (en) * | 2008-02-29 | 2008-08-06 | 武汉理工大学 | High-impedance high-impermeability concrete material and preparing method thereof |
| CN102659370A (en) * | 2012-03-22 | 2012-09-12 | 内蒙古科技大学 | Mineral admixture concrete and preparation method thereof |
-
2014
- 2014-03-31 CN CN201410124784.9A patent/CN103964759B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1385394A (en) * | 2001-12-07 | 2002-12-18 | 北京市城昌商品混凝土联营公司 | Fibre anti-permeation cracking-resistant concrete |
| CN101234875A (en) * | 2008-02-29 | 2008-08-06 | 武汉理工大学 | High-impedance high-impermeability concrete material and preparing method thereof |
| CN102659370A (en) * | 2012-03-22 | 2012-09-12 | 内蒙古科技大学 | Mineral admixture concrete and preparation method thereof |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108503299A (en) * | 2017-02-28 | 2018-09-07 | 北京城泰混凝土制品有限公司 | Strong intensity steel fiber reinforced concrete |
| CN110950591A (en) * | 2019-12-16 | 2020-04-03 | 厦门市三航伟业投资有限公司 | Anti-permeability high-strength concrete and preparation method thereof |
| CN113024166A (en) * | 2019-12-24 | 2021-06-25 | 南通市建设混凝土有限公司 | Anti-permeability and anti-drying shrinkage high-homogeneity self-compacting concrete and preparation process thereof |
| CN116655328A (en) * | 2023-06-07 | 2023-08-29 | 湖南省勘测设计院有限公司 | Seepage-proofing and crack-proofing concrete and preparation method thereof |
| CN116655328B (en) * | 2023-06-07 | 2024-04-12 | 湖南省勘测设计院有限公司 | Seepage-proofing and crack-proofing concrete and preparation method thereof |
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| CN103964759B (en) | 2016-05-25 |
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Inventor after: Liu Shengquan Inventor before: Zhu Anhui Inventor before: Ma Hongzhang |
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Effective date of registration: 20170706 Address after: Xinhui District, Guangdong city of Jiangmen province 529145 Okimura villagers group Tiger Mountain goose Tan (two workshop) Patentee after: JIANGMEN MINGYI BUILDING MATERIAL CO., LTD. Address before: 233050, Anhui Bengbu hi tech Zone Qin Zhen town Expressway material field Patentee before: Anhui Xin Run type material company limited |
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Granted publication date: 20160525 Termination date: 20210331 |