CN107777944A - A kind of concrete formulation - Google Patents
A kind of concrete formulation Download PDFInfo
- 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
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/34—Non-shrinking or non-cracking materials
- C04B2111/343—Crack resistant materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/50—Flexible or elastic materials
- C04B2111/506—Bendable 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
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.
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)
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)
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 |
-
2016
- 2016-08-30 CN CN201610807685.XA patent/CN107777944A/en active Pending
Patent Citations (7)
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)
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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PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
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WD01 | Invention patent application deemed withdrawn after publication | ||
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Application publication date: 20180309 |