CN108017365A - A kind of composite concrete for building and preparation method thereof - Google Patents

A kind of composite concrete for building and preparation method thereof Download PDF

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Publication number
CN108017365A
CN108017365A CN201711347571.2A CN201711347571A CN108017365A CN 108017365 A CN108017365 A CN 108017365A CN 201711347571 A CN201711347571 A CN 201711347571A CN 108017365 A CN108017365 A CN 108017365A
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CN
China
Prior art keywords
parts
concrete
composite
admixture
coarse aggregate
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CN201711347571.2A
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Chinese (zh)
Inventor
张如才
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Anhui Jiaxing Metal Materials Co Ltd
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Anhui Jiaxing Metal Materials Co Ltd
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Priority to CN201711347571.2A priority Critical patent/CN108017365A/en
Publication of CN108017365A publication Critical patent/CN108017365A/en
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26Silicates of the alkali metals

Abstract

It is prepared the invention discloses a kind of composite concrete for building and preparation method thereof, including by the raw material of following parts by weight:85 100 parts of cement, 20 30 parts of admixture, 10 25 parts of coarse aggregate, 15 35 parts of processing barren rocks, 10 15 parts of ceramsite sand, 18 25 parts of phenolic fibre, 10 20 parts of polyvinyl alcohol butyral, 20 25 parts of waterglass, 10 15 parts of calcium lignosulfonate, 10 20 parts of polyacrylamide, 5 10 parts of composite expanding agent, 8 15 parts of stabilizer and appropriate amount of water.The present invention is effectively matched using cement, admixture, coarse aggregate, processing barren rocks, ceramsite sand, phenolic fibre, polyvinyl alcohol butyral, waterglass, calcium lignosulfonate, polyacrylamide, composite expanding agent, stabilizer, it can effectively prevent surface, internal fissure caused by the unstructuredness reason such as concrete temperature, drying shrinkage, the concrete also has higher shock resistance and anti-permeability performance, have a safety feature, good waterproof performance, service life length.

Description

A kind of composite concrete for building and preparation method thereof
Technical field
The present invention relates to concrete for making technical field, and in particular to a kind of composite concrete for building and its preparation side Method.
Background technology
In recent years, high strengthening becomes one of trend of modern concrete technology development.The research of high-strength concrete, exploitation work Larger progress is achieved, the intensity of high-strength concrete gradually steps up, performance constantly improve, and is obtained in many fields Extensive use.But as the complication of building structure, high-rise building are increasing, high-strength concrete can not meet to build need Will, the main trend that super high strength concrete will develop as concrete.Countries in the world start to carry out super high strength concrete Theoretical research and engineer application.
Super high strength concrete is a kind of good structural material, it possesses high intensity and excellent endurance quality, can Effectively to lower dead load, increase building uses space, and compared to other materials, has relatively low cost, with The development of China's high-rise building, for super high strength concrete demand also in growth progressively.As modern architecture is towards height Stratification, large span, lightweight, ruthless area development(Cold district, varieties in saline-alkali areas)Requirement to concrete strength is also got over Come it is higher, therefore carry out develop high-strength high-performance concrete have important practical significance.
To improve the deficiency of the poor thermal insulation property of normal concrete, building inside/outside closed structure needs to add insulating layer.Tradition Thermal insulation material is organic insulation material, and environmental pollution is serious and inflammable, easy to aging, durability is poor when it makes, and various regions are protected Warm architectural engineering repeated fire incident, and organic insulation material will soon be melted in fire, and smog is big, toxicity is big, very Difficulty is puted out a fire to save life and property, and harm is serious.The fire safety problem of wall heat insulation material is not solved, the Energy Conservation Project in Construction in China will have great Fire hazard, this causes inorganic heat insulation material substitution organic insulation material to become the certainty of historical development and scientific and technological progress.2009 The Nian9Yue20 Ministry of Public Security and the firmly portion's of building joint promulgate public affairs [2009] No. 46 texts of logical word《Civil buildings outer heat preservation system and exterior wall dress Decorations fire prevention temporary provisions》, specific requirement is proposed to civil buildings wall thermal insulation material combustibility rank and fireproof construction.Root According to regulation, the overall exterior walls of civil buildings must use A-grade non-ignitable heat insulating material, and there is an urgent need to not only energy saving but also with resistance in market Fire the building space enclosing structure material, product and its system of contour performance.
Foam concrete is as new inorganic fireproofing insulation material, and generally existing density is big, and intensity is low and heat insulating ability is too late The defects of organic material, but synthesis is compared, it is still the optimal replacement of organic combustible material.At present, foam concrete Use is not widely popularized in the application of every field, mainly due to dry density and compression strength problem.Because foam Coagulation filling's dry density and compression strength index are mutually contradictory, are unity of contradictions bodies.And domestic main research is weight Point is solved in the case where reducing the precondition of foam concrete dry density, how to improve its compression strength, and balance foam coagulation Other performances of soil.
The content of the invention
To solve the above problems, the present invention provides a kind of composite concrete for building and preparation method thereof.
To achieve the above object, the technical solution taken of the present invention is:
A kind of composite concrete for building and preparation method thereof, including be prepared by the raw material of following parts by weight:Cement 85- 100 parts, 20-30 parts of admixture, 10-25 parts of coarse aggregate, 15-35 parts of processing barren rocks, 10-15 parts of ceramsite sand, phenolic fibre 18-25 Part, 10-20 parts of polyvinyl alcohol butyral, 20-25 parts of waterglass, 10-15 parts of calcium lignosulfonate, 10-20 parts of polyacrylamide, 5-10 parts of composite expanding agent, 8-15 parts of stabilizer and appropriate amount of water.
Further, a kind of composite concrete for building, including be prepared by the raw material of following parts by weight:Cement 86- 99 parts, 21-29 parts of admixture, 11-24 parts of coarse aggregate, 16-34 parts of processing barren rocks, 11-14 parts of ceramsite sand, phenolic fibre 19-24 Part, 11-18 parts of polyvinyl alcohol butyral, 21-24 parts of waterglass, 11-14 parts of calcium lignosulfonate, 12-18 parts of polyacrylamide, 6-9 parts of composite expanding agent, 9-14 parts of stabilizer and appropriate amount of water.
Further, the admixture is phosphorus tailing, grain slag, the mixture of superfine quartz sand.
Further, the coarse aggregate is alunite, perlite, montmorillonite, the mixture of gangue.
Further, a kind of preparation method of composite concrete for building, includes the following steps:
S1, by 86-99 parts of cement, 21-29 parts of admixture, 11-24 parts of coarse aggregate, 16-34 parts of processing barren rocks, ceramsite sand 11-14 Part obtains powder through high temperature flour mill, grinding, through high-temperature calcination, then puts into mixer plus water is stirred;Mixed Thing A;
S2, by 19-24 parts of phenolic fibre, 11-18 parts of polyvinyl alcohol butyral, 21-24 parts of waterglass, calcium lignosulfonate 11- 14 parts add in another mixer, stirring while adding;Stirred with the speed of 500-900r/min, add 9-14 parts of stabilizer after Continuous stirring 30-50min, obtains mixture B;
Step S1, is obtained mixture A and step S2 and obtains mixture B mixing by S3, adds 12-18 parts of polyacrylamide, compound 6-9 parts of swelling agent is thoroughly mixed;Concrete is made.
Further, a kind of composite concrete for building, including be prepared by the raw material of following parts by weight:Cement 88 Part, 28 parts of admixture, 18 parts of coarse aggregate, 18 parts of processing barren rocks, 13 parts of ceramsite sand, 19 parts of phenolic fibre, polyvinyl alcohol butyral 15 parts, 23 parts of waterglass, 13 parts of calcium lignosulfonate, 13 parts of polyacrylamide, 7 parts of composite expanding agent, 11 parts of stabilizer and water In right amount.
The present invention using cement, admixture, coarse aggregate, processing barren rocks, ceramsite sand, phenolic fibre, polyvinyl alcohol butyral, Waterglass, calcium lignosulfonate, polyacrylamide, composite expanding agent, stabilizer effectively match, and can effectively prevent because of coagulation Surface, internal fissure caused by the unstructuredness reason such as soil temperature degree, drying shrinkage, the concrete also have higher shock resistance and Anti-permeability performance, suitable for mine operation, has a safety feature, good waterproof performance, service life length;Cheap, simple production process, It is adapted to large-scale production;By proportion optimizing and rational stabilizer is added, overcomes traditional regenerated aggregate concrete slump The defects of degree is unmanageable, and intensity is low;The resistance to compression of concrete, anti-folding, tensile strength are added, adds corrosion resistance, antirust Performance, waterproof, seepage control performance.
The structure that concrete one-piece casting of the present invention forms is than the common insulation construction for gluing, hanging, the mode construction such as smearing It is more safe and reliable on the whole, it can effectively avoid other insulation energy-saving systems from protective layer cracking easily occur and be taken off with finish coat Situation about falling, while can also prevent that heat-insulation system from being wiped off by strong wind and rainwater is oozed to exterior wall inner surface.
Waterglass has higher activity and is loose structure, under the selected moderate dosage of the present invention, with higher Activity improves the later strength of concrete;Meanwhile waterglass plays the role of storage reservoir in concrete, be conducive to carry High concrete internal relative humidity, reduces the self-constriction of super high strength concrete.
Embodiment
In order to which objects and advantages of the present invention are more clearly understood, the present invention is carried out with reference to embodiments further detailed Explanation.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
The present invention includes being prepared by the raw material of following parts by weight:85-100 parts of cement, 20-30 parts of admixture, thick bone 10-25 parts of material, 15-35 parts of processing barren rocks, 10-15 parts of ceramsite sand, 18-25 parts of phenolic fibre, polyvinyl alcohol butyral 10-20 Part, 20-25 parts of waterglass, 10-15 parts of calcium lignosulfonate, 10-20 parts of polyacrylamide, 5-10 parts of composite expanding agent, stablize 8-15 parts of agent and appropriate amount of water.
A kind of composite concrete for building, including be prepared by the raw material of following parts by weight:86-99 parts of cement, blending 21-29 parts of material, 11-24 parts of coarse aggregate, 16-34 parts of processing barren rocks, 11-14 parts of ceramsite sand, 19-24 parts of phenolic fibre, polyethylene It is 11-18 parts of butyral, 21-24 parts of waterglass, 11-14 parts of calcium lignosulfonate, 12-18 parts of polyacrylamide, composite expanded 6-9 parts of agent, 9-14 parts of stabilizer and appropriate amount of water.
The admixture is phosphorus tailing, grain slag, the mixture of superfine quartz sand.
The coarse aggregate is alunite, perlite, montmorillonite, the mixture of gangue.
A kind of preparation method of composite concrete for building, includes the following steps:
S1, by 86-99 parts of cement, 21-29 parts of admixture, 11-24 parts of coarse aggregate, 16-34 parts of processing barren rocks, ceramsite sand 11-14 Part obtains powder through high temperature flour mill, grinding, through high-temperature calcination, then puts into mixer plus water is stirred;Mixed Thing A;
S2, by 19-24 parts of phenolic fibre, 11-18 parts of polyvinyl alcohol butyral, 21-24 parts of waterglass, calcium lignosulfonate 11- 14 parts add in another mixer, stirring while adding;Stirred with the speed of 500-900r/min, add 9-14 parts of stabilizer after Continuous stirring 30-50min, obtains mixture B;
Step S1, is obtained mixture A and step S2 and obtains mixture B mixing by S3, adds 12-18 parts of polyacrylamide, compound 6-9 parts of swelling agent is thoroughly mixed;Concrete is made.
Embodiment 1:
A kind of preparation method of composite concrete for building, includes the following steps:
S1, by 88 parts of cement, 28 parts of admixture, 18 parts of coarse aggregate, 18 parts of processing barren rocks, 13 parts of ceramsite sand through high temperature flour mill, Grinding obtains powder, through high-temperature calcination, then puts into mixer plus water is stirred;Obtain mixture A;
It is S2,13 parts of 19 parts of phenolic fibre, 15 parts of polyvinyl alcohol butyral, 23 parts of waterglass, calcium lignosulfonate additions are another It is stirring while adding in mixer;Stirred with the speed of 550r/min, add 14 parts of stabilizer and continue to stir 35min, mixed Compound B;
Step S1, is obtained mixture A and step S2 and obtains mixture B mixing by S3, adds 13 parts of polyacrylamide, composite expanded 7 parts of agent is thoroughly mixed;Concrete is made.
Embodiment 2:
A kind of preparation method of composite concrete for building, includes the following steps:
S1, by 99 parts of cement, 29 parts of admixture, 24 parts of coarse aggregate, 34 parts of processing barren rocks, 14 parts of ceramsite sand through high temperature flour mill, Grinding obtains powder, crosses 220 mesh sieves, then puts into mixer plus water is stirred;Obtain mixture A;
It is S2,14 parts of 24 parts of phenolic fibre, 18 parts of polyvinyl alcohol butyral, 24 parts of waterglass, calcium lignosulfonate additions are another It is stirring while adding in mixer;Stirred with the speed of 900r/min, add 14 parts of stabilizer and continue to stir 50min, mixed Compound B;
Step S1, is obtained mixture A and step S2 and obtains mixture B mixing by S3, adds 18 parts of polyacrylamide, composite expanded 9 parts of agent is thoroughly mixed;Concrete is made.
Embodiment 3:
A kind of preparation method of composite concrete for building, includes the following steps:
S1, by 86 parts of cement, 21 parts of admixture, 11 parts of coarse aggregate, 16 parts of processing barren rocks, 11 parts of ceramsite sand through high temperature flour mill, Grinding obtains powder, crosses 200 mesh sieves, then puts into mixer plus water is stirred;Obtain mixture A;
It is S2,11 parts of 19 parts of phenolic fibre, 11 parts of polyvinyl alcohol butyral, 21 parts of waterglass, calcium lignosulfonate additions are another It is stirring while adding in mixer;Stirred with the speed of 500r/min, add 9 parts of stabilizer and continue to stir 30min, mixed Compound B;
Step S1, is obtained mixture A and step S2 and obtains mixture B mixing by S3, adds 12 parts of polyacrylamide, composite expanded 9 parts of agent is thoroughly mixed;Concrete is made.
The present invention using cement, admixture, coarse aggregate, processing barren rocks, ceramsite sand, phenolic fibre, polyvinyl alcohol butyral, Waterglass, calcium lignosulfonate, polyacrylamide, composite expanding agent, stabilizer effectively match, and can effectively prevent because of coagulation Surface, internal fissure caused by the unstructuredness reason such as soil temperature degree, drying shrinkage, the concrete also have higher shock resistance and Anti-permeability performance, suitable for mine operation, has a safety feature, good waterproof performance, service life length;Cheap, simple production process, It is adapted to large-scale production;By proportion optimizing and rational stabilizer is added, overcomes traditional regenerated aggregate concrete slump The defects of degree is unmanageable, and intensity is low;The resistance to compression of concrete, anti-folding, tensile strength are added, adds corrosion resistance, antirust Performance, waterproof, seepage control performance.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, without departing from the principle of the present invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (6)

1. a kind of composite concrete for building, it is characterised in that including being prepared by the raw material of following parts by weight:Cement 85- 100 parts, 20-30 parts of admixture, 10-25 parts of coarse aggregate, 15-35 parts of processing barren rocks, 10-15 parts of ceramsite sand, phenolic fibre 18-25 Part, 10-20 parts of polyvinyl alcohol butyral, 20-25 parts of waterglass, 10-15 parts of calcium lignosulfonate, 10-20 parts of polyacrylamide, 5-10 parts of composite expanding agent, 8-15 parts of stabilizer and appropriate amount of water.
2. a kind of composite concrete for building according to claim 1, it is characterised in that including the original by following parts by weight Material is prepared:86-99 parts of cement, 21-29 parts of admixture, 11-24 parts of coarse aggregate, 16-34 parts of processing barren rocks, ceramsite sand 11- 14 parts, 19-24 parts of phenolic fibre, 11-18 parts of polyvinyl alcohol butyral, 21-24 parts of waterglass, 11-14 parts of calcium lignosulfonate, 12-18 parts of polyacrylamide, 6-9 parts of composite expanding agent, 9-14 parts of stabilizer and appropriate amount of water.
A kind of 3. composite concrete for building according to claim 1, it is characterised in that the admixture for phosphorus tailing, The mixture of grain slag, superfine quartz sand.
A kind of 4. composite concrete for building according to claim 1, it is characterised in that the coarse aggregate for alunite, Perlite, montmorillonite, the mixture of gangue.
5. the preparation method of a kind of composite concrete for building according to claim 1, it is characterised in that including following step Suddenly:
S1, by 86-99 parts of cement, 21-29 parts of admixture, 11-24 parts of coarse aggregate, 16-34 parts of processing barren rocks, ceramsite sand 11-14 Part obtains powder through high temperature flour mill, grinding, through high-temperature calcination, then puts into mixer plus water is stirred;Mixed Thing A;
S2, by 19-24 parts of phenolic fibre, 11-18 parts of polyvinyl alcohol butyral, 21-24 parts of waterglass, calcium lignosulfonate 11- 14 parts add in another mixer, stirring while adding;Stirred with the speed of 500-900r/min, add 9-14 parts of stabilizer after Continuous stirring 30-50min, obtains mixture B;
Step S1, is obtained mixture A and step S2 and obtains mixture B mixing by S3, adds 12-18 parts of polyacrylamide, compound 6-9 parts of swelling agent is thoroughly mixed;Concrete is made.
6. a kind of composite concrete for building according to claim 1, it is characterised in that including the original by following parts by weight Material is prepared:88 parts of cement, 28 parts of admixture, 18 parts of coarse aggregate, 18 parts of processing barren rocks, 13 parts of ceramsite sand, phenolic fibre 19 Part, 15 parts of polyvinyl alcohol butyral, 23 parts of waterglass, 13 parts of calcium lignosulfonate, 13 parts of polyacrylamide, composite expanding agent 7 Part, 11 parts of stabilizer and appropriate amount of water.
CN201711347571.2A 2017-12-15 2017-12-15 A kind of composite concrete for building and preparation method thereof Pending CN108017365A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115819054A (en) * 2022-12-17 2023-03-21 安徽马钢嘉华新型建材有限公司 Preparation method of cementing material for high-mud ultrafine-grained tailing cemented filling

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746994A (en) * 2016-12-19 2017-05-31 芜湖浩权建筑工程有限公司 A kind of superhigh intensity building concrete and preparation method thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106746994A (en) * 2016-12-19 2017-05-31 芜湖浩权建筑工程有限公司 A kind of superhigh intensity building concrete and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115819054A (en) * 2022-12-17 2023-03-21 安徽马钢嘉华新型建材有限公司 Preparation method of cementing material for high-mud ultrafine-grained tailing cemented filling

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Application publication date: 20180511