CN106966641A - High-strength tenacity concrete formulation - Google Patents
High-strength tenacity concrete formulation Download PDFInfo
- Publication number
- CN106966641A CN106966641A CN201710091377.6A CN201710091377A CN106966641A CN 106966641 A CN106966641 A CN 106966641A CN 201710091377 A CN201710091377 A CN 201710091377A CN 106966641 A CN106966641 A CN 106966641A
- Authority
- CN
- China
- Prior art keywords
- parts
- strength
- concrete formulation
- strength tenacity
- straw
- 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
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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
- C04B2111/20—Resistance against chemical, physical or biological attack
-
- 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
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/23—Acid resistance, e.g. against acid air or rain
-
- 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
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
The invention discloses a kind of high-strength tenacity concrete formulation, it is related to building material field, the high-strength tenacity concrete formulation uses cement, sand, stone, water for primary raw material, and adds paper muscle, straw straw, hemp cut, poly- third fiber, so as to improves crack resistance.Because the tensile strength of fiber is big, elongation percentage big, it is improved tension, bending resistance, impact strength and the elongation percentage and toughness of concrete.
Description
Technical field
The present invention relates to building material field, it is more particularly related to a kind of high-strength tenacity concrete formulation.
Background technology
Concrete refers to the general designation for the cementing integral engineered composite material that gathers materials by binder materials.The coagulation generally said
A native word refers to make binder materials with cement, and sand, masonry gather materials, and coordinate by a certain percentage with water, can also add additive and mix
Close material, it is agitated obtained by cement concrete, also referred to as normal concrete, it is widely used in civil engineering.
Existing concrete is mostly using simple cement, sand, the manufacture of stone mixing water, and concrete surface easily splits
Line, tensile strength is not high, corrosion-resistant, and impermeability is poor.
The content of the invention
Problem to be solved by this invention is to provide a kind of tensile strength height, and the good high-strength tenacity concrete of impermeability
Formula.
To achieve these goals, the technical scheme taken of the present invention is：A kind of high-strength tenacity concrete formulation, its feature
It is that the high-strength tenacity concrete formulation includes the raw material of following parts by weight：Cement：32~43 parts；Sand：15~22 parts；Stone：
12~19 parts；Water：35~45 parts；Paper muscle：4~9 parts；Straw straw：4~9 parts；Hemp cut：4~9 parts；Poly- third fiber：10~15 parts.
Beneficial effect：The high-strength tenacity concrete formulation uses cement, sand, stone, water for primary raw material, and adds paper
Muscle, straw straw, hemp cut, poly- third fiber, so as to improve crack resistance.Because the tensile strength of fiber is big, elongation percentage big, make concrete
Tension, bending resistance, impact strength and elongation percentage and toughness be improved.
Embodiment
A kind of high-strength tenacity concrete formulation of the invention is described in further detail below by embodiment.
Embodiment 1：
The high-strength tenacity concrete formulation includes the raw material of following parts by weight：Cement：32 parts；Sand：22 parts；Stone：19 parts；
Water：35 parts；Paper muscle：4 parts；Straw straw：4 parts；Hemp cut：4 parts；Poly- third fiber：15 parts.
Embodiment 2：
The high-strength tenacity concrete formulation includes the raw material of following parts by weight：Cement：38 parts；Sand：18 parts；Stone：15 parts；
Water：40 parts；Paper muscle：6 parts；Straw straw：6 parts；Hemp cut：6 parts；Poly- third fiber：13 parts.
Embodiment 3：
The high-strength tenacity concrete formulation includes the raw material of following parts by weight：Cement：43 parts；Sand：15 parts；Stone：12 parts；
Water：45 parts；Paper muscle：9 parts；Straw straw：9 parts；Hemp cut：9 parts；Poly- third fiber：10 parts.
The high-strength tenacity concrete formulation uses cement, sand, stone, water for primary raw material, and adds paper muscle, straw
Straw, hemp cut, poly- third fiber, so as to improve crack resistance.Because the tensile strength of fiber is big, elongation percentage it is big, make concrete tension,
Bending resistance, impact strength and elongation percentage and toughness are improved.The concrete initial modulus is big, and tensile strength is high, and acid and alkali-resistance is resistance to
Corrosivity is good, good dispersion, high oil-absorbing, stable chemical performance, with excellent light resistance, and anti-permeability performance, can ensure length
Time concrete surface is not ftractureed, and adaptation is used under various environmental conditions.
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
Equivalent structure or equivalent flow conversion that bright specification and embodiment content are made, or directly or indirectly it is used in other correlations
Technical field, be included within the scope of the present invention.
Claims (1)
1. a kind of high-strength tenacity concrete formulation, it is characterised in that the high-strength tenacity concrete formulation includes following parts by weight
Raw material：Cement：32~43 parts；Sand：15~22 parts；Stone：12~19 parts；Water：35~45 parts；Paper muscle：4~9 parts；Straw straw：4~
9 parts；Hemp cut：4~9 parts；Poly- third fiber：10~15 parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710091377.6A CN106966641A (en) | 2017-02-14 | 2017-02-14 | High-strength tenacity concrete formulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710091377.6A CN106966641A (en) | 2017-02-14 | 2017-02-14 | High-strength tenacity concrete formulation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106966641A true CN106966641A (en) | 2017-07-21 |
Family
ID=59328237
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710091377.6A Pending CN106966641A (en) | 2017-02-14 | 2017-02-14 | High-strength tenacity concrete formulation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106966641A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107602033A (en) * | 2017-08-29 | 2018-01-19 | 启东海中港建材有限公司 | concrete and production method |
| CN107879688A (en) * | 2017-11-05 | 2018-04-06 | 长沙秋点兵信息科技有限公司 | The formula and processing technology of concrete |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101348356A (en) * | 2008-09-05 | 2009-01-21 | 西北农林科技大学 | Preparation of slag polypropylene fiber concrete |
| CN103524086A (en) * | 2013-09-29 | 2014-01-22 | 张家港市山牧新材料技术开发有限公司 | Crack-resistant cement concrete |
| CN104591633A (en) * | 2015-01-12 | 2015-05-06 | 中国地质大学（武汉） | Manufacturing method of polyacrylonitrile fiber impermeable concrete |
| CN104649642A (en) * | 2015-02-09 | 2015-05-27 | 同济大学 | Crushed straw fiber toughened plastering mortar and application method thereof |
| CN105036631A (en) * | 2015-08-31 | 2015-11-11 | 广西路佳道桥勘察设计有限公司 | Concrete high in cracking resistance |
| CN105585291A (en) * | 2014-10-29 | 2016-05-18 | 西安优信机电工程有限公司 | Environment-friendly fiber concrete doped with montmorillonite and preparation method thereof |
| CN106278036A (en) * | 2016-08-12 | 2017-01-04 | 马鞍山十七冶工程科技有限责任公司 | A kind of High-strength self-compaction concrete and preparation method |
-
2017
- 2017-02-14 CN CN201710091377.6A patent/CN106966641A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101348356A (en) * | 2008-09-05 | 2009-01-21 | 西北农林科技大学 | Preparation of slag polypropylene fiber concrete |
| CN103524086A (en) * | 2013-09-29 | 2014-01-22 | 张家港市山牧新材料技术开发有限公司 | Crack-resistant cement concrete |
| CN105585291A (en) * | 2014-10-29 | 2016-05-18 | 西安优信机电工程有限公司 | Environment-friendly fiber concrete doped with montmorillonite and preparation method thereof |
| CN104591633A (en) * | 2015-01-12 | 2015-05-06 | 中国地质大学（武汉） | Manufacturing method of polyacrylonitrile fiber impermeable concrete |
| CN104649642A (en) * | 2015-02-09 | 2015-05-27 | 同济大学 | Crushed straw fiber toughened plastering mortar and application method thereof |
| CN105036631A (en) * | 2015-08-31 | 2015-11-11 | 广西路佳道桥勘察设计有限公司 | Concrete high in cracking resistance |
| CN106278036A (en) * | 2016-08-12 | 2017-01-04 | 马鞍山十七冶工程科技有限责任公司 | A kind of High-strength self-compaction concrete and preparation method |
Non-Patent Citations (1)
| Title |
|---|
| 朱宏军等: "《特种混凝土和新型混凝土》", 30 April 2004, 化学工业出版社 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107602033A (en) * | 2017-08-29 | 2018-01-19 | 启东海中港建材有限公司 | concrete and production method |
| CN107879688A (en) * | 2017-11-05 | 2018-04-06 | 长沙秋点兵信息科技有限公司 | The formula and processing technology of concrete |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170721 |
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| WD01 | Invention patent application deemed withdrawn after publication |