CN114685122A - High-strength concrete - Google Patents
High-strength concrete Download PDFInfo
- Publication number
- CN114685122A CN114685122A CN202210505932.6A CN202210505932A CN114685122A CN 114685122 A CN114685122 A CN 114685122A CN 202210505932 A CN202210505932 A CN 202210505932A CN 114685122 A CN114685122 A CN 114685122A
- Authority
- CN
- China
- Prior art keywords
- parts
- weight
- strength concrete
- concrete
- containing material
- 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
- 239000011372 high-strength concrete Substances 0.000 title claims abstract description 14
- 239000000835 fiber Substances 0.000 claims abstract description 11
- 238000004519 manufacturing process Methods 0.000 claims abstract description 8
- 239000011398 Portland cement Substances 0.000 claims abstract description 6
- 238000005336 cracking Methods 0.000 claims abstract description 4
- 239000004575 stone Substances 0.000 claims description 22
- 239000004576 sand Substances 0.000 claims description 10
- 239000002245 particle Substances 0.000 claims description 6
- 238000012216 screening Methods 0.000 claims description 6
- 239000002518 antifoaming agent Substances 0.000 claims description 5
- 239000002562 thickening agent Substances 0.000 claims description 5
- 239000004743 Polypropylene Substances 0.000 claims description 3
- -1 polypropylene Polymers 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 18
- 239000012615 aggregate Substances 0.000 abstract description 16
- 239000004567 concrete Substances 0.000 abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 11
- 229910021487 silica fume Inorganic materials 0.000 abstract description 9
- 239000002893 slag Substances 0.000 abstract description 9
- 239000003638 chemical reducing agent Substances 0.000 abstract description 5
- 238000003756 stirring Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 230000002528 anti-freeze Effects 0.000 abstract 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 8
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland 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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
-
- 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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/06—Quartz; Sand
- C04B14/068—Specific natural sands, e.g. sea -, beach -, dune - or desert sand
-
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/12—Waste materials; Refuse from quarries, mining or the like
-
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
-
- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/146—Silica fume
-
- 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 high-strength concrete which comprises 500 parts by weight of ordinary portland cement 410-containing material, 1450 parts by weight of coarse aggregate 1250-containing material, 550 parts by weight of fine aggregate 450-containing material, 280 parts by weight of water 270-containing material, 21-25 parts by weight of antifreeze, 240 parts by weight of slag 160-containing material, 70-90 parts by weight of silica fume, 5-6 parts by weight of water reducer and 1.5-2.0 parts by weight of anti-cracking fiber. Compared with the prior art, the invention has the advantages that: the concrete produced by the method has the advantages of high strength and low cost, the quality and the strength of the concrete are ensured by mixing and stirring a plurality of coarse aggregates, a plurality of fine aggregates, slag and silica fume, the production cost is greatly reduced by adding the slag and the silica fume, and the method is suitable for popularizing and using the method for producing the concrete.
Description
Technical Field
The invention relates to the technical field of concrete, in particular to high-strength concrete.
Background
Concrete is a generic term for engineering composites where aggregates are cemented into a whole by cementitious materials. The concrete is cement concrete, also called common concrete, which is obtained by mixing cement as cementing material and sand and stone as aggregate with water (containing additive and admixture) in a certain proportion and stirring, and is widely used in civil engineering. These characteristics make it very widely used, not only in various civil engineering, that is shipbuilding, machinery industry, ocean development, geothermal engineering, etc., but also concrete is an important material.
Concrete in the prior art is not accurate enough in batching, often can take place intensity inadequately, and the condition that often breaks or frost crack takes place under some special circumstances, and some concrete that intensity is higher, manufacturing cost is higher again.
Disclosure of Invention
The technical problem to be solved by the present invention is to provide a high strength concrete with low strength and low cost, aiming at the defects in the background art.
In order to solve the technical problems, the technical scheme provided by the invention is as follows: the high strength concrete includes common Portland cement 410-containing material 500 weight portions, coarse aggregate 1250-containing material 1450 weight portions, fine aggregate 450-containing material 550 weight portions, water 270-containing material 280 weight portions, antifreezing agent 21-25 weight portions, slag 160-containing material 240 weight portions, silica fume 70-90 weight portions, water reducing agent 5-6 weight portions, and anticracking fiber 1.5-2.0 weight portions.
As an improvement, the coarse aggregate comprises 1000-1100 parts of gravel and 150-350 parts of pebbles.
As an improvement, the crushed stones and the pebbles need to be screened by a stone screening machine, and the particle size of the crushed stones and the pebbles is between 4.75mm and 5.75 mm.
As an improvement, the fine aggregate comprises 350-450 parts of lake sand and 100 parts of mountain sand.
As an improvement, the crushed stones and pebbles need to be screened by a stone screening machine, and the particle size of the crushed stones and pebbles is below 4.75 mm.
As an improvement, a defoaming agent and a thickening agent are added in the production process.
As an improvement, the anti-crack fiber is polypropylene fiber.
After the formula is adopted, the invention has the following advantages: the concrete produced by the method has the advantages of high strength and low cost, and is produced by mixing and stirring a plurality of coarse aggregates, a plurality of fine aggregates, slag and silica fume, so that the quality and the strength of the concrete are ensured, the production cost is greatly reduced by adding the slag and the silica fume, and the method is suitable for popularizing and using the method for producing the concrete.
Detailed Description
The present invention is described in further detail below.
The high strength concrete includes common Portland cement 410-containing material 500 weight portions, coarse aggregate 1250-containing material 1450 weight portions, fine aggregate 450-containing material 550 weight portions, water 270-containing material 280 weight portions, antifreezing agent 21-25 weight portions, slag 160-containing material 240 weight portions, silica fume 70-90 weight portions, water reducing agent 5-6 weight portions, and anticracking fiber 1.5-2.0 weight portions.
The coarse aggregate comprises 1100 parts of crushed stone 1000-plus and 350 parts of pebble 150-plus, the crushed stone and the pebble need to be screened by a stone screening machine, the particle size of the crushed stone and the pebble is between 4.75mm and 5.75mm, the fine aggregate comprises 450 parts of lake sand-plus and 100 parts of mountain sand, the crushed stone and the pebble need to be screened by the stone screening machine, the particle size of the crushed stone and the pebble is below 4.75mm, a defoaming agent and a thickening agent are added in the production process, and the anti-crack fiber is polypropylene fiber.
In the specific implementation of the invention, the optimal formula is as follows:
example 1: 450 parts of ordinary portland cement, 1050 parts of broken stone, 250 parts of pebble, 400 parts of lake sand, 100 parts of mountain sand, 270 parts of water, 21 parts of an antifreezing agent, 200 parts of slag, 80 parts of silica fume, 5 parts of a water reducing agent and 1.8 parts of anti-cracking fiber, and a certain amount of a defoaming agent and a thickening agent are added according to the degree of bubbles and the viscosity during stirring.
Example 2: 500 parts of ordinary portland cement, 1000 parts of broken stone, 200 parts of pebble, 450 parts of lake sand, 100 parts of mountain sand, 280 parts of water, 22 parts of an antifreezing agent, 240 parts of slag, 70 parts of silica fume, 6 parts of a water reducing agent and 2.0 parts of anti-cracking fiber, and a certain amount of a defoaming agent and a thickening agent are added according to the degree of bubbles and the viscosity during stirring.
The present invention and its embodiments have been described above, but the description is not limitative, and the actual structure is not limited thereto. In summary, those skilled in the art should, without departing from the spirit of the present invention, devise similar structural modes and embodiments without inventively designing them, and shall fall within the scope of the present invention.
Claims (7)
1. A high-strength concrete is characterized in that: the anti-cracking mortar comprises, by weight, 500 parts of ordinary portland cement 410-.
2. The high-strength concrete according to claim 1, wherein: the coarse aggregate comprises 1000-1100 parts of gravel and 150-350 parts of pebbles.
3. The high-strength concrete according to claim 2, wherein: the crushed stones and pebbles need to be screened by a stone screening machine, and the particle sizes of the crushed stones and the pebbles are between 4.75mm and 5.75 mm.
4. The high-strength concrete according to claim 1, wherein: the fine aggregate comprises 350-450 parts of lake sand and 100 parts of mountain sand.
5. The high-strength concrete according to claim 4, wherein: the broken stones and the pebbles need to be screened by a stone screening machine, and the particle sizes of the broken stones and the pebbles are below 4.75 mm.
6. The high-strength concrete according to claim 1, wherein: defoaming agent and thickening agent are added in the production process.
7. The high-strength concrete according to claim 1, wherein: the anti-crack fiber is polypropylene fiber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210505932.6A CN114685122A (en) | 2022-05-10 | 2022-05-10 | High-strength concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210505932.6A CN114685122A (en) | 2022-05-10 | 2022-05-10 | High-strength concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114685122A true CN114685122A (en) | 2022-07-01 |
Family
ID=82144480
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210505932.6A Pending CN114685122A (en) | 2022-05-10 | 2022-05-10 | High-strength concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114685122A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115745533A (en) * | 2022-11-25 | 2023-03-07 | 台州市黄岩超鸿新材料科技有限公司 | High-strength anti-cracking environment-friendly concrete |
| CN115849787A (en) * | 2022-12-26 | 2023-03-28 | 马鞍山国运混凝土有限公司 | Production process of premixed concrete |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101570421A (en) * | 2009-06-22 | 2009-11-04 | 中建八局第四建设有限公司 | Self-compacting concrete for prestressed girders with ultra-long span |
| JP2016098141A (en) * | 2014-11-21 | 2016-05-30 | 宇部興産株式会社 | High strength concrete composition and manufacturing method of high strength concrete cured body |
| CN108409252A (en) * | 2018-04-28 | 2018-08-17 | 西安建筑科技大学 | A kind of regular tenacity high durability concrete and preparation method thereof |
| CN114180914A (en) * | 2021-12-29 | 2022-03-15 | 河北冀超新型建材有限公司 | High-strength concrete prepared by applying cobbles |
-
2022
- 2022-05-10 CN CN202210505932.6A patent/CN114685122A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101570421A (en) * | 2009-06-22 | 2009-11-04 | 中建八局第四建设有限公司 | Self-compacting concrete for prestressed girders with ultra-long span |
| JP2016098141A (en) * | 2014-11-21 | 2016-05-30 | 宇部興産株式会社 | High strength concrete composition and manufacturing method of high strength concrete cured body |
| CN108409252A (en) * | 2018-04-28 | 2018-08-17 | 西安建筑科技大学 | A kind of regular tenacity high durability concrete and preparation method thereof |
| CN114180914A (en) * | 2021-12-29 | 2022-03-15 | 河北冀超新型建材有限公司 | High-strength concrete prepared by applying cobbles |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115745533A (en) * | 2022-11-25 | 2023-03-07 | 台州市黄岩超鸿新材料科技有限公司 | High-strength anti-cracking environment-friendly concrete |
| CN115849787A (en) * | 2022-12-26 | 2023-03-28 | 马鞍山国运混凝土有限公司 | Production process of premixed concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20220701 |