CN107777944A - A kind of concrete formulation - Google Patents

A kind of concrete formulation Download PDF

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Publication number
CN107777944A
CN107777944A CN201610807685.XA CN201610807685A CN107777944A CN 107777944 A CN107777944 A CN 107777944A CN 201610807685 A CN201610807685 A CN 201610807685A CN 107777944 A CN107777944 A CN 107777944A
Authority
CN
China
Prior art keywords
concrete
parts
steel wire
agstone
granularity
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
CN201610807685.XA
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Chinese (zh)
Inventor
陈春来
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201610807685.XA priority Critical patent/CN107777944A/en
Publication of CN107777944A publication Critical patent/CN107777944A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/34Non-shrinking or non-cracking materials
    • C04B2111/343Crack resistant materials
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/50Flexible or elastic materials
    • C04B2111/506Bendable material

Abstract

The invention discloses a kind of concrete formulation, it is related to building material field, land plaster, agstone, alum powder have been used in the concrete formulation, by being reacted with the cement in concrete, water hydratable to produce the crystallization that volume becomes big, so as to cause volume of concrete to expand, certain prestressing force is produced, to help control Shrinkage Cracking of Concrete.The steel wire and polypropylene fibre of random distribution are also mixed with concrete, the extension of inside concrete microcrack and the formation of macrocrack can effectively be hindered, tension, bending resistance, shock resistance and the anti-fatigue performance of concrete are significantly improved, there is preferable ductility.

Description

A kind of concrete formulation
Technical field
The present invention relates to building material field, it is more particularly related to a kind of concrete formulation.
Background technology
Concrete typically refers to make binder materials with cement, and sand, masonry gather materials, and coordinate by a certain percentage with water, warp Stir the construction material of gained.Concrete has abundant raw material, cheap, the characteristics of simple production process, it is used model Enclose quite varied, not only used in various civil engineerings, be exactly shipbuilding industry, mechanical industry, the exploitation of ocean, geothermal engineering Deng concrete is also important material.
Currently in order to improving compensating shrinkage of concrete ability, the materials such as calcium sulphoaluminate are often added in concrete formulation. Although Shrinkage Cracking of Concrete can be alleviated to a certain extent, the overall tensile strength of concrete and shock resistance can not be improved Performance.
The content of the invention
Problem to be solved by this invention is to provide a kind of impact-resistant concrete formulation.
To achieve these goals, the technical scheme taken of the present invention is:A kind of concrete formulation, it is characterised in that should Concrete includes following component:150~190 parts of water, 130~220 parts of cement, 260~290 parts of sand, 420~510 parts of stone, steel 45~65 parts of silk, 20~35 parts of polypropylene fibre, 8~12 parts of land plaster, 11~16 parts of agstone, 6~9 parts of alum powder.
Preferably, the particle diameter of the stone is 22~32mm.
Preferably, the steel wire is by carbon structure steel making, and between 1~3mm, steel wire length is not less than steel wire diameter 20cm。
Preferably, the granularity of the land plaster is 110~210 mesh, and the granularity of agstone is 110~210 mesh, alum powder Granularity be 110~210 mesh.
Beneficial effect:Land plaster, agstone, alum powder have been used in the concrete formulation, by with concrete Cement, water hydratable are reacted to produce the crystallization that volume becomes big, so as to cause volume of concrete to expand, produce certain prestressing force, with Help control Shrinkage Cracking of Concrete.The steel wire and polypropylene fibre of random distribution are also mixed with concrete, can be effective Ground hinders the extension of inside concrete microcrack and the formation of macrocrack, significantly improves the tension of concrete, bending resistance, anti- Impact and anti-fatigue performance, have preferable ductility.
Embodiment
Embodiment 1:
The concrete includes following component:155 parts of water, 135 parts of cement, 265 parts of sand, 450 parts of stone, 45 parts of steel wire, gather 25 parts of tacryl, 8 parts of land plaster, 11 parts of agstone, 6 parts of alum powder.The particle diameter of stone is 25mm.Steel wire is by carbon structure Steel making, steel wire diameter 1mm, steel wire length are not less than 20cm.The granularity of land plaster is 120 mesh, and the granularity of agstone is 120 mesh, the granularity of alum powder is 120 mesh.
Embodiment 2:
The concrete includes following component:165 parts of water, 185 parts of cement, 275 parts of sand, 480 parts of stone, 55 parts of steel wire, gather 30 parts of tacryl, 10 parts of land plaster, 13 parts of agstone, 8 parts of alum powder.The particle diameter of stone is 28mm.Steel wire is by carbon knot Structure steel making, steel wire diameter 2mm, steel wire length are not less than 20cm.The granularity of land plaster is 160 mesh, the granularity of agstone For 160 mesh, the granularity of alum powder is 160 mesh.
Embodiment 3:
The concrete includes following component:185 parts of water, 215 parts of cement, 285 parts of sand, 500 parts of stone, 65 parts of steel wire, gather 35 parts of tacryl, 12 parts of land plaster, 16 parts of agstone, 9 parts of alum powder.The particle diameter of stone is 32mm.Steel wire is by carbon knot Structure steel making, steel wire diameter 3mm, steel wire length are not less than 20cm.The granularity of land plaster is 200 mesh, the granularity of agstone For 200 mesh, the granularity of alum powder is 200 mesh.
Land plaster, agstone, alum powder have been used in the concrete formulation, by with the cement in concrete, Shui Shui Change reaction to produce the crystallization that volume becomes big, so as to cause volume of concrete to expand, produce certain prestressing force, it is mixed to help control Coagulate native shrinkage cracking.The steel wire and polypropylene fibre of random distribution are also mixed with concrete, can effectively hinder coagulation The native internal extension of microcrack and the formation of macrocrack, significantly improve the tension of concrete, bending resistance, shock resistance and anti-tired Labor performance, there is preferable ductility.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair The equivalent structure or equivalent flow conversion that bright description is made, or directly or indirectly it is used in other related technology necks Domain, it is included within the scope of the present invention.

Claims (4)

1. a kind of concrete formulation, it is characterised in that the concrete includes following component:150~190 parts of water, cement 130~ 220 parts, 260~290 parts of sand, 420~510 parts of stone, 45~65 parts of steel wire, 20~35 parts of polypropylene fibre, land plaster 8~12 Part, 11~16 parts of agstone, 6~9 parts of alum powder.
2. according to a kind of concrete formulation described in claim 1, it is characterised in that:The particle diameter of the stone is 22~32mm.
3. according to a kind of concrete formulation described in claim 1, it is characterised in that:The steel wire by carbon structure steel making, For steel wire diameter between 1~3mm, steel wire length is not less than 20cm.
4. according to a kind of concrete formulation described in claim 1, it is characterised in that:The granularity of the land plaster is 110~210 Mesh, the granularity of agstone is 110~210 mesh, and the granularity of alum powder is 110~210 mesh.
CN201610807685.XA 2016-08-30 2016-08-30 A kind of concrete formulation Pending CN107777944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610807685.XA CN107777944A (en) 2016-08-30 2016-08-30 A kind of concrete formulation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610807685.XA CN107777944A (en) 2016-08-30 2016-08-30 A kind of concrete formulation

Publications (1)

Publication Number Publication Date
CN107777944A true CN107777944A (en) 2018-03-09

Family

ID=61451820

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610807685.XA Pending CN107777944A (en) 2016-08-30 2016-08-30 A kind of concrete formulation

Country Status (1)

Country Link
CN (1) CN107777944A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113123515A (en) * 2020-01-13 2021-07-16 中国一冶集团有限公司 Sheet-shaped folding combined type flat slab core mold and mounting method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101172803A (en) * 2007-10-26 2008-05-07 北京工业大学 Composite additive improving self-contraction of concrete
CN101880138A (en) * 2009-05-04 2010-11-10 周健民 High performance steel-polypropylene hybrid fiber concrete
KR20110053833A (en) * 2009-11-16 2011-05-24 한국지질자원연구원 Blast furnace slag cement synthetic method and blast furnace slag cement produced by this method
CN103043972A (en) * 2013-01-11 2013-04-17 中国矿业大学 Concrete based on limestone powder supplementary cementing material
CN103224348A (en) * 2013-03-29 2013-07-31 南通中技桩业有限公司 Novel concrete formula
CN105777035A (en) * 2016-02-29 2016-07-20 同济大学 Concrete crack grouting repairing material prepared from calcium silicate hydrate crystal seed powder and use method of material
CN105801039A (en) * 2014-12-29 2016-07-27 中国建筑材料科学研究总院 Wear-resistant and antiknock concrete and preparation method thereof

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101172803A (en) * 2007-10-26 2008-05-07 北京工业大学 Composite additive improving self-contraction of concrete
CN101880138A (en) * 2009-05-04 2010-11-10 周健民 High performance steel-polypropylene hybrid fiber concrete
KR20110053833A (en) * 2009-11-16 2011-05-24 한국지질자원연구원 Blast furnace slag cement synthetic method and blast furnace slag cement produced by this method
CN103043972A (en) * 2013-01-11 2013-04-17 中国矿业大学 Concrete based on limestone powder supplementary cementing material
CN103224348A (en) * 2013-03-29 2013-07-31 南通中技桩业有限公司 Novel concrete formula
CN105801039A (en) * 2014-12-29 2016-07-27 中国建筑材料科学研究总院 Wear-resistant and antiknock concrete and preparation method thereof
CN105777035A (en) * 2016-02-29 2016-07-20 同济大学 Concrete crack grouting repairing material prepared from calcium silicate hydrate crystal seed powder and use method of material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113123515A (en) * 2020-01-13 2021-07-16 中国一冶集团有限公司 Sheet-shaped folding combined type flat slab core mold and mounting method thereof
CN113123515B (en) * 2020-01-13 2023-11-24 中国一冶集团有限公司 Sheet folding combined type girderless floor core mould and mounting method thereof

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Application publication date: 20180309