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CN112897969A - Concrete - Google Patents

Concrete
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Publication number
CN112897969A
CN112897969ACN201911130860.6ACN201911130860ACN112897969ACN 112897969 ACN112897969 ACN 112897969ACN 201911130860 ACN201911130860 ACN 201911130860ACN 112897969 ACN112897969 ACN 112897969A
Authority
CN
China
Prior art keywords
parts
concrete
water
gypsum
excitant
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.)
Pending
Application number
CN201911130860.6A
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Chinese (zh)
Inventor
朱志荣
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.)
Hubei Hepu Environmental Protection Technology Co ltd
Original Assignee
Hubei Hepu Environmental Protection Technology 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 Hubei Hepu Environmental Protection Technology Co ltdfiledCriticalHubei Hepu Environmental Protection Technology Co ltd
Priority to CN201911130860.6ApriorityCriticalpatent/CN112897969A/en
Publication of CN112897969ApublicationCriticalpatent/CN112897969A/en
Pendinglegal-statusCriticalCurrent

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Abstract

The invention discloses concrete. The concrete comprises the following components in parts by weight: 15-30 parts of mixed material, 10-15 parts of gypsum, 60-200 parts of sand, 0.2-0.5 part of excitant, 15-30 parts of water, 0.5-3 parts of water reducer, 0.2-0.5 part of retarder and 0.1-0.3 part of air entraining agent; the mixed material is formed by mixing and grinding 5-20% of phosphogypsum, 30-60% of fly ash or phosphorous slag, 15-30% of water-quenched slag and 10-20% of steel slag according to weight percentage; the water reducing agent comprises the following components in parts by weight: 30-40 parts of triethanolamine oleic acid soap-based polyacrylic acid copolymer, 10-15 parts of modified activated clay, 5-10 parts of 4-aminophenyl fucoside, 4-6 parts of polyether amine, 10-15 parts of isopropanol and 30-40 parts of water. The concrete of the invention ensures that the strength of the concrete is in a required range, has the effect of reducing the production cost of the concrete and can generate certain economic benefit; and the performance of the excitant in improving the strength of concrete is good under the condition of not reducing the using amount of cement.

Description

Concrete
Technical Field
The invention relates to the technical field of material science, in particular to concrete.
Background
In the conventional environment, nearly 20% of cement in the concrete is not completely hydrated, only plays a filling role, cannot be effectively dispersed to generate chemical reaction, and cannot effectively exert the effectiveness of the cement. Although the admixture has the characteristics of reducing the cement consumption, improving the workability of fresh concrete and the like, the admixture is difficult to act on the concrete after being added to a certain degree due to different influence mechanisms of different admixtures on the cement and the like. Therefore, how to excite the strength of the part of unhydrated cement becomes a problem to be solved urgently.
Disclosure of Invention
The invention aims to provide concrete with good mechanical property aiming at the defects in the prior art.
The concrete comprises the following components in parts by weight: 15-30 parts of mixed material, 10-15 parts of gypsum, 60-200 parts of sand, 0.2-0.5 part of excitant, 15-30 parts of water, 0.5-3 parts of water reducer, 0.2-0.5 part of retarder and 0.1-0.3 part of air entraining agent; the mixed material is formed by mixing and grinding 5-20% of phosphogypsum, 30-60% of fly ash or phosphorous slag, 15-30% of water-quenched slag and 10-20% of steel slag according to weight percentage; the water reducing agent comprises the following components in parts by weight: 30-40 parts of triethanolamine oleic acid soap-based polyacrylic acid copolymer, 10-15 parts of modified activated clay, 5-10 parts of 4-aminophenyl fucoside, 4-6 parts of polyether amine, 10-15 parts of isopropanol and 30-40 parts of water.
Preferably, the triethanolamine oleic acid soap-based polyacrylic acid copolymer is prepared by carrying out copolymerization reaction on triethanolamine oleic acid soap, (2R,3S,4S) -rel-2-carboxyl-4- (1-methylethenyl) -3-pyrrolidine acetic acid, sulfosuccinic acid-1- (2-propenyl) -4-tridecyl ester sodium salt and N-trimethylolpropane methacrylamide.
Preferably, the gypsum comprises hemihydrate gypsum and dihydrate gypsum, and the mass ratio of the hemihydrate gypsum to the dihydrate gypsum is 0-4.
Preferably, the exciting agent consists of polymethyl methacrylate microemulsion, triethanolamine, triisopropanolamine, redispersible latex powder, nano silicon dioxide, xanthan gum and defoaming agent according to the mass ratio of 1:0.5:0.8:3:0.2:0.3:0.1
Preferably, the retarder is a polymer containing carboxyl, phosphonic acid, sulfonic acid, hydroxycarboxylic acid (salt) or organic phosphonic acid (salt).
Preferably, the air entraining agent is one of wood resin salt, synthetic detergent, lignosulfonate or a mixture thereof.
The cement concrete activator can activate the activity of cement to a certain extent, ensures that the strength of the concrete is in a required range, has the effect of reducing the production cost of the concrete, and can generate certain economic benefit; and the performance of the excitant in improving the strength of concrete is good under the condition of not reducing the using amount of cement.
Detailed Description
The following are specific examples of the present invention and further describe the technical solutions of the present invention, but the present invention is not limited to these examples.
The concrete comprises the following components in parts by weight: 15-30 parts of mixed material, 10-15 parts of gypsum, 60-200 parts of sand, 0.2-0.5 part of excitant, 15-30 parts of water, 0.5-3 parts of water reducer, 0.2-0.5 part of retarder and 0.1-0.3 part of air entraining agent; the mixed material is formed by mixing and grinding 5-20% of phosphogypsum, 30-60% of fly ash or phosphorous slag, 15-30% of water-quenched slag and 10-20% of steel slag according to weight percentage; the water reducing agent comprises the following components in parts by weight: 30-40 parts of triethanolamine oleic acid soap-based polyacrylic acid copolymer, 10-15 parts of modified activated clay, 5-10 parts of 4-aminophenyl fucoside, 4-6 parts of polyether amine, 10-15 parts of isopropanol and 30-40 parts of water.
The cement concrete activator can activate the activity of cement to a certain extent, ensures that the strength of the concrete is in a required range, has the effect of reducing the production cost of the concrete, and can generate certain economic benefit; and the performance of the excitant in improving the strength of concrete is good under the condition of not reducing the using amount of cement.
The triethanolamine oleic acid soap-based polyacrylic acid copolymer is prepared by carrying out copolymerization reaction on triethanolamine oleic acid soap, (2R,3S,4S) -rel-2-carboxyl-4- (1-methylethenyl) -3-pyrrolidine acetic acid, sulfosuccinic acid-1- (2-propenyl) -4-tridecyl ester sodium salt and N-trimethylolpropane methacrylamide.
The gypsum comprises semi-hydrated gypsum and dihydrate gypsum, and the mass ratio of the semi-hydrated gypsum to the dihydrate gypsum is 0-4.
The excitant consists of polymethyl methacrylate microemulsion, triethanolamine, triisopropanolamine, redispersible latex powder, nano silicon dioxide, xanthan gum and defoaming agent according to the mass ratio of 1:0.5:0.8:3:0.2:0.3:0.1
The retarder is a polymer containing carboxyl, phosphonic acid group and sulfonic group, and hydroxycarboxylic acid (salt) or organic phosphonic acid (salt).
The air entraining agent is one or a mixture of wood resin salt, synthetic detergent and lignosulfonate.
The above is not relevant and is applicable to the prior art.
While certain specific embodiments of the present invention have been described in detail by way of illustration, it will be understood by those skilled in the art that the foregoing is illustrative only and is not limiting of the scope of the invention, as various modifications or additions may be made to the specific embodiments described and substituted in a similar manner by those skilled in the art without departing from the scope of the invention as defined in the appending claims. It should be understood by those skilled in the art that any modifications, equivalents, improvements and the like made to the above embodiments in accordance with the technical spirit of the present invention are included in the scope of the present invention.

Claims (6)

1. A concrete characterized by: the composition comprises the following components in parts by mass: 15-30 parts of mixed material, 10-15 parts of gypsum, 60-200 parts of sand, 0.2-0.5 part of excitant, 15-30 parts of water, 0.5-3 parts of water reducer, 0.2-0.5 part of retarder and 0.1-0.3 part of air entraining agent; the mixed material is formed by mixing and grinding 5-20% of phosphogypsum, 30-60% of fly ash or phosphorous slag, 15-30% of water-quenched slag and 10-20% of steel slag according to weight percentage; the water reducing agent comprises the following components in parts by weight: 30-40 parts of triethanolamine oleic acid soap-based polyacrylic acid copolymer, 10-15 parts of modified activated clay, 5-10 parts of 4-aminophenyl fucoside, 4-6 parts of polyether amine, 10-15 parts of isopropanol and 30-40 parts of water.
CN201911130860.6A2019-11-192019-11-19ConcretePendingCN112897969A (en)

Priority Applications (1)

Application NumberPriority DateFiling DateTitle
CN201911130860.6ACN112897969A (en)2019-11-192019-11-19Concrete

Applications Claiming Priority (1)

Application NumberPriority DateFiling DateTitle
CN201911130860.6ACN112897969A (en)2019-11-192019-11-19Concrete

Publications (1)

Publication NumberPublication Date
CN112897969Atrue CN112897969A (en)2021-06-04

Family

ID=76103078

Family Applications (1)

Application NumberTitlePriority DateFiling Date
CN201911130860.6APendingCN112897969A (en)2019-11-192019-11-19Concrete

Country Status (1)

CountryLink
CN (1)CN112897969A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
CN120398447A (en)*2025-04-252025-08-01建筑材料工业技术监督研究中心 A kind of low hydration heat ferroaluminate cement and preparation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
CN120398447A (en)*2025-04-252025-08-01建筑材料工业技术监督研究中心 A kind of low hydration heat ferroaluminate cement and preparation method thereof
CN120398447B (en)*2025-04-252025-09-19建筑材料工业技术监督研究中心 A kind of low hydration heat ferroaluminate cement and preparation method thereof

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WD01Invention patent application deemed withdrawn after publication

Application publication date:20210604

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