CN103979844B - A kind of strong concrete and preparation method thereof - Google Patents

A kind of strong concrete and preparation method thereof Download PDF

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Publication number
CN103979844B
CN103979844B CN201410124824.XA CN201410124824A CN103979844B CN 103979844 B CN103979844 B CN 103979844B CN 201410124824 A CN201410124824 A CN 201410124824A CN 103979844 B CN103979844 B CN 103979844B
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water
suitable quantity
pitch
blast
furnace slag
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CN103979844A (en
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朱安会
马洪章
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Chongqing high commodity concrete Co., Ltd.
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Anhui Xin Run Type Material Co Ltd
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Abstract

The invention discloses a kind of strong concrete, it is characterized in that, be made up of the raw material of following weight part: cement 105-140, stone 90-120, carboxylic styrene butadiene latex 9-13, pitch 8-14, sodium-chlor 6-9, Sodium Nitrite 7-10, gypsum 20-35, asbestos 13-15, dipropylenetriamine 9-12, blast-furnace slag 95-120, iron ore tailings 80-100, waste and old clothes 50-60, auxiliary agent 3-6, suitable quantity of water; The present invention utilizes the rejected material such as blast-furnace slag, iron ore tailings, and the cement concrete produced by optimization of C/C composites has the advantages such as ultimate compression strength is high, good endurance, workability are good, high temperature resistant.

Description

A kind of strong concrete and preparation method thereof
Technical field
The present invention relates to building concrete technical field, be specifically related to a kind of strong concrete and preparation method thereof.
Background technology
Concrete normally makes gelling material with cement, sand, masonry gather materials, coordinate by a certain percentage with water (can admixture and adulterant be contained), the cement concrete obtained through stirring, also normal concrete is claimed, it has that easy-formation, energy consumption are low, good endurance, low price and be combined the advantage that can be made into various support mechanism with steel, is contemporary most widely used material of construction, plays a very important role the development of human society
As concrete must the consumption that gather materials of one of addition material very large, natural aggregate overexploitation, make it quality and also cannot meet the demand that existing concrete produces, also there is intensity difference in current concrete, frost resistance is low, dry shrinkage is large, easily the deficiency such as generation cracking.Therefore, develop various artificial aggregate and find suitable substitute material, thus 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, becomes the technical barrier being badly in need of solving in this area with the needs meeting high quality construction project.
In recent years, along with growth in the living standard and social progress, the various solid waste that people's daily life and Industrial processes produce and urban construction are removed and are remake the living environment that the solid waste etc. brought annoyings resident always, and the process that more particularly can not continue the waste and old clothes worn is a difficult problem always.Solid waste is added in concrete as starting material by the present invention, achieves the cyclic utilization of waste, decreases 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 strong 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 strong concrete, it is characterized in that, be made up of the raw material of following weight part: cement 105-140, stone 90-120, carboxylic styrene butadiene latex 9-13, pitch 8-14, sodium-chlor 6-9, Sodium Nitrite 7-10, gypsum 20-35, asbestos 13-15, dipropylenetriamine 9-12, blast-furnace slag 95-120, iron ore tailings 80-100, waste and old clothes 50-60, auxiliary agent 3-6, suitable quantity of water.
Described auxiliary agent is made up of following raw materials in part by weight: kaolin 8-13, magnesium oxide 6-9, oleum lini 1-3, water glass 0.2-0.5, polyphenylene oxide 0.02-0.04, wheat stalk 9-12, Shrubalthea Bark 8-10, pitch 7-9, aluminium powder 0.01-0.03, Sudan Gum-arabic 2-4, sodium hydroxide 1.3-2.5, its preparation method is mixed by each crushing material, 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 preparation method of described a kind of strong concrete, is characterized in that comprising the following steps:
(1) after waste and old clothes being cleaned up accessories such as dismounting button, slide fastener etc., tear and make the fiber reinforced cement composite of being entangled with of bulk become flocculence, the fiber making about 5-10mm long is for subsequent use;
(2) calcined at 650-850 DEG C by iron ore tailings after 3-6 hour and take out pulverizing, add dipropylenetriamine, carboxylic styrene butadiene latex, asbestos and suitable quantity of water and stir 30-40 minute, mixing, granulation, balling-up particle diameter is at 5-8mm;
(3) pitch, gypsum and blast-furnace slag are put into 1 ‰ iron(ic) chloride and 0.5 ‰ calcium chloride composite solutions flood 10-12 hour, take out and dry, be pulverized and mixed evenly;
(4) step (1), (2), (3) reaction mass and other leftover materials are added suitable quantity of water stirring to mix and get final product for 5-8 minute.
The present invention has following beneficial effect: the present invention utilizes the rejected material such as blast-furnace slag, iron ore tailings, the cement concrete produced by optimization of C/C composites has the advantages such as ultimate compression strength is high, good endurance, workability are good, high temperature resistant, can be used for the various engineerings under high level, large span and mal-condition environment.
Embodiment
Described a kind of strong concrete, it is characterized in that, be made up of the raw material of following weight part: cement 130, stone 98, carboxylic styrene butadiene latex 13, pitch 8, sodium-chlor 9, Sodium Nitrite 7, gypsum 20, asbestos 13, dipropylenetriamine 12, blast-furnace slag 95, iron ore tailings 87, waste and old clothes 56, auxiliary agent 3, suitable quantity of water.
Described auxiliary agent is made up of following raw materials in part by weight: kaolin 10, magnesium oxide 6, oleum lini 1, water glass 0.2, polyphenylene oxide 0.03, wheat stalk 11, Shrubalthea Bark 8, pitch 9, aluminium powder 0.01, Sudan Gum-arabic 2, sodium hydroxide 1.3, its preparation method is mixed by each crushing material, 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) after waste and old clothes being cleaned up accessories such as dismounting button, slide fastener etc., tear and make the fiber reinforced cement composite of being entangled with of bulk become flocculence, the fiber making about 5-10mm long is for subsequent use;
(2) calcined at 650-850 DEG C by iron ore tailings after 3-6 hour and take out pulverizing, add dipropylenetriamine, carboxylic styrene butadiene latex, asbestos and suitable quantity of water and stir 30-40 minute, mixing, granulation, balling-up particle diameter is at 5-8mm;
(3) pitch, gypsum and blast-furnace slag are put into 1 ‰ iron(ic) chloride and 0.5 ‰ calcium chloride composite solutions flood 10-12 hour, take out and dry, be pulverized and mixed evenly;
(4) step (1), (2), (3) reaction mass and other leftover materials are added suitable quantity of water stirring to mix and get final product for 5-8 minute.
The concrete technical indicator obtained is processed as follows by above-described embodiment:
(1) ultimate compression strength (28d): 43.45MPa;
(2) workability is good, and workability and intensity meet construction requirement;
(3) tensile splitting strength (28d): 4.45MPa;
(4) shock resistance number of times (28d): 54 times.

Claims (2)

1. a strong concrete, it is characterized in that, be made up of the raw material of following weight part: cement 105-140, stone 90-120, carboxylic styrene butadiene latex 9-13, pitch 8-14, sodium-chlor 6-9, Sodium Nitrite 7-10, gypsum 20-35, asbestos 13-15, dipropylenetriamine 9-12, blast-furnace slag 95-120, iron ore tailings 80-100, waste and old clothes 50-60, auxiliary agent 3-6, suitable quantity of water; Described auxiliary agent is made up of following raw materials in part by weight: kaolin 8-13, magnesium oxide 6-9, oleum lini 1-3, water glass 0.2-0.5, polyphenylene oxide 0.02-0.04, wheat stalk 9-12, Shrubalthea Bark 8-10, pitch 7-9, aluminium powder 0.01-0.03, Sudan Gum-arabic 2-4, sodium hydroxide 1.3-2.5, its preparation method is mixed by each crushing material, 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 making method of a kind of strong concrete according to claim 1, is characterized in that comprising the following steps:
(1) after waste and old clothes being cleaned up dismounting button, slide fastener, tear and make the fiber reinforced cement composite of being entangled with of bulk become flocculence, the fiber making 5-10mm long is for subsequent use;
(2) calcined at 650-850 DEG C by iron ore tailings after 3-6 hour and take out pulverizing, add dipropylenetriamine, carboxylic styrene butadiene latex, asbestos and suitable quantity of water and stir 30-40 minute, mixing, granulation, balling-up particle diameter is at 5-8mm; (3) pitch, gypsum and blast-furnace slag are put into 1 ‰ iron(ic) chloride and 0.5 ‰ calcium chloride composite solutions flood 10-12 hour, take out and dry, be pulverized and mixed evenly;
(4) step (1), (2), (3) reaction mass and other leftover materials are added suitable quantity of water stirring to mix and get final product for 5-8 minute.
CN201410124824.XA 2014-03-31 2014-03-31 A kind of strong concrete and preparation method thereof Active CN103979844B (en)

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Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104261733A (en) * 2014-09-02 2015-01-07 金科 High-strength concrete and preparation method thereof
CN105060783B (en) * 2015-07-29 2017-05-03 安徽砼宇特构科技有限公司 Anti-high-temperature concrete and preparation method thereof
CN105236844A (en) * 2015-08-24 2016-01-13 安徽砼宇特构科技有限公司 Spliced-type underground pipe culvert and preparation method thereof
CN105198292B (en) * 2015-09-10 2017-04-12 安徽芜湖飞琪水泥制品有限公司 Asphalt cement column and preparation method thereof
CN107601984A (en) * 2017-09-30 2018-01-19 徐州中泰能源科技有限公司 A kind of iron ore strong concrete
CN108585688A (en) * 2018-05-23 2018-09-28 赵杰 A method of paveio(u)r is prepared based on dead meal

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255042A (en) * 2008-04-11 2008-09-03 清华大学 Mortar and concrete modified by emulsified asphalt
CN101580367A (en) * 2008-04-11 2009-11-18 清华大学 Mortar and concrete modified by emulsified asphalt
CN101880147A (en) * 2010-05-01 2010-11-10 马鞍山市黄河水处理工程有限公司 Steel slag eco-concrete, steel slag eco-concrete product and preparation method thereof
CN102659351A (en) * 2012-04-10 2012-09-12 太原理工大学 Thermal-insulation loading recycled concrete

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255042A (en) * 2008-04-11 2008-09-03 清华大学 Mortar and concrete modified by emulsified asphalt
CN101580367A (en) * 2008-04-11 2009-11-18 清华大学 Mortar and concrete modified by emulsified asphalt
CN101880147A (en) * 2010-05-01 2010-11-10 马鞍山市黄河水处理工程有限公司 Steel slag eco-concrete, steel slag eco-concrete product and preparation method thereof
CN102659351A (en) * 2012-04-10 2012-09-12 太原理工大学 Thermal-insulation loading recycled concrete

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Address after: 408001 Chongqing District of Fuling City Li Duju Dragon Road No. 188

Patentee after: Chongqing high commodity concrete 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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