CN107827406A - A kind of high performance concrete - Google Patents
A kind of high performance concrete Download PDFInfo
- Publication number
- CN107827406A CN107827406A CN201711209465.8A CN201711209465A CN107827406A CN 107827406 A CN107827406 A CN 107827406A CN 201711209465 A CN201711209465 A CN 201711209465A CN 107827406 A CN107827406 A CN 107827406A
- Authority
- CN
- China
- Prior art keywords
- parts
- concrete
- high performance
- cement
- rubble
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a kind of high performance concrete, the concrete is made up of the component of following parts by weight:30 50 parts of 10 30 parts of steel wire type steel fibers, 10 30 parts of polypropylene fibre, 15 25 parts of cement, 10 20 parts of sandstone, 15 25 parts of rubble, 37 parts of flyash, 5 10 parts of basalt fibre, 5 18 parts of calcium formate, 5 16 parts of triacetin, 6 12 parts of slag, 28 parts of hydroxy silicon oil and deionized water.Compared with prior art, the present invention possesses higher tensile strength, rupture strength, shock resistance.
Description
Technical field
The present invention relates to construction material technical field, particularly a kind of high performance concrete.
Background technology
Normal concrete is by cement, coarse aggregate(Rubble or cobble), fine aggregate(Sand), additive and water mix, through hard
Change a kind of artificial stone formed.Sand, stone play skeleton function in concrete, and suppress the contraction of cement;Cement and water are formed
Cement mortar, the space being wrapped between coarse-fine aggregate surface and filler aggregate.Cement slurry plays lubrication upon hardening, makes coagulation
Native mixture has works fine performance, after hardening that aggregate is cemented together, forms strong entirety.
The content of the invention
It is an object of the invention to provide a kind of high performance concrete, possesses higher tensile strength, rupture strength, shock resistance
Performance..
The invention provides a kind of high performance concrete, the concrete is made up of the component of following parts by weight:Type of wire form
Steel fibre 10-30 parts, polypropylene fibre 10-30 parts, cement 15-25 parts, sandstone 10-20 parts, rubble 15-25 parts, flyash 3-7
Part, basalt fibre 5-10 parts, calcium formate 5-18 parts, triacetin 5-16 parts, slag 6-12 parts, hydroxy silicon oil 2-8 parts
With deionized water 30-50 parts.
High performance concrete as described above, these, it is preferred to, the concrete by following parts by weight component group
Into:20 parts of steel wire type steel fibers, 20 parts of polypropylene fibre, 20 parts of cement, 15 parts of sandstone, 20 parts of rubble, 5 parts of flyash, the Black Warrior
40 parts of 6 parts of rock fiber, 10 parts of calcium formate, 8 parts of triacetin, 9 parts of slag, 6 parts of hydroxy silicon oil and deionized water.
High performance concrete as described above, these, it is preferred to, the concrete by following parts by weight component group
Into:30 parts of steel wire type steel fibers, 30 parts of polypropylene fibre, 25 parts of cement, 20 parts of sandstone, 25 parts of rubble, 7 parts of flyash, the Black Warrior
50 parts of 10 parts of rock fiber, 18 parts of calcium formate, 16 parts of triacetin, 12 parts of slag, 8 parts of hydroxy silicon oil and deionized water.
High performance concrete as described above, these, it is preferred to, the concrete by following parts by weight component group
Into:10 parts of steel wire type steel fibers, 10 parts of polypropylene fibre, 15 parts of cement, 10 parts of sandstone, 15 parts of rubble, 3 parts of flyash, the Black Warrior
30 parts of 5 parts of rock fiber, 5 parts of calcium formate, 5 parts of triacetin, 6 parts of slag, 2 parts of hydroxy silicon oil and deionized water.
Compared with prior art, the present invention possesses higher tensile strength, rupture strength, shock resistance.
Embodiment
The embodiment provides a kind of high performance concrete, the concrete by following parts by weight component group
Into:Steel wire type steel fibers 10-30 parts, polypropylene fibre 10-30 parts, cement 15-25 parts, sandstone 10-20 parts, rubble 15-25 parts,
Flyash 3-7 parts, basalt fibre 5-10 parts, calcium formate 5-18 parts, triacetin 5-16 parts, slag 6-12 parts, hydroxyl
Silicone oil 2-8 parts and deionized water 30-50 parts.
Further, the concrete is made up of the component of following parts by weight:20 parts of steel wire type steel fibers, polypropylene fibre
20 parts, 20 parts of cement, 15 parts of sandstone, 20 parts of rubble, 5 parts of flyash, 6 parts of basalt fibre, 10 parts of calcium formate, TG acid
40 parts of 8 parts of ester, 9 parts of slag, 6 parts of hydroxy silicon oil and deionized water.
Further, the concrete is made up of the component of following parts by weight:30 parts of steel wire type steel fibers, polypropylene fibre
30 parts, 25 parts of cement, 20 parts of sandstone, 25 parts of rubble, 7 parts of flyash, 10 parts of basalt fibre, 18 parts of calcium formate, TG
50 parts of 16 parts of acid esters, 12 parts of slag, 8 parts of hydroxy silicon oil and deionized water.
Further, the concrete is made up of the component of following parts by weight:10 parts of steel wire type steel fibers, polypropylene fibre
10 parts, 15 parts of cement, 10 parts of sandstone, 15 parts of rubble, 3 parts of flyash, 5 parts of basalt fibre, 5 parts of calcium formate, TG acid
30 parts of 5 parts of ester, 6 parts of slag, 2 parts of hydroxy silicon oil and deionized water.
Claims (4)
1. a kind of high performance concrete, it is characterised in that the concrete is made up of the component of following parts by weight:Steel wire shaped steel is fine
Tie up 10-30 parts, polypropylene fibre 10-30 parts, cement 15-25 parts, sandstone 10-20 parts, rubble 15-25 parts, flyash 3-7 parts,
Basalt fibre 5-10 parts, calcium formate 5-18 parts, triacetin 5-16 parts, slag 6-12 parts, hydroxy silicon oil 2-8 parts are with going
Ionized water 30-50 parts.
2. high performance concrete according to claim 1, it is characterised in that the concrete by following parts by weight component
Composition:It is 20 parts of steel wire type steel fibers, 20 parts of polypropylene fibre, 20 parts of cement, 15 parts of sandstone, 20 parts of rubble, 5 parts of flyash, profound
40 parts of military 6 parts of rock fiber, 10 parts of calcium formate, 8 parts of triacetin, 9 parts of slag, 6 parts of hydroxy silicon oil and deionized water.
3. high performance concrete according to claim 1, it is characterised in that the concrete by following parts by weight component
Composition:It is 30 parts of steel wire type steel fibers, 30 parts of polypropylene fibre, 25 parts of cement, 20 parts of sandstone, 25 parts of rubble, 7 parts of flyash, profound
50 parts of military 10 parts of rock fiber, 18 parts of calcium formate, 16 parts of triacetin, 12 parts of slag, 8 parts of hydroxy silicon oil and deionized water.
4. high performance concrete according to claim 1, it is characterised in that the concrete by following parts by weight component
Composition:It is 10 parts of steel wire type steel fibers, 10 parts of polypropylene fibre, 15 parts of cement, 10 parts of sandstone, 15 parts of rubble, 3 parts of flyash, profound
30 parts of military 5 parts of rock fiber, 5 parts of calcium formate, 5 parts of triacetin, 6 parts of slag, 2 parts of hydroxy silicon oil and deionized water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711209465.8A CN107827406A (en) | 2017-11-27 | 2017-11-27 | A kind of high performance concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711209465.8A CN107827406A (en) | 2017-11-27 | 2017-11-27 | A kind of high performance concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107827406A true CN107827406A (en) | 2018-03-23 |
Family
ID=61645947
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711209465.8A Pending CN107827406A (en) | 2017-11-27 | 2017-11-27 | A kind of high performance concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107827406A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109095862A (en) * | 2018-09-25 | 2018-12-28 | 李鹏宇 | A kind of high-strength tenacity concrete |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105198310A (en) * | 2015-09-07 | 2015-12-30 | 安徽鑫润新型材料有限公司 | High crack resistance concrete |
CN105347751A (en) * | 2015-11-24 | 2016-02-24 | 江苏兴厦建筑工程集团有限公司 | Preparation method of high-strength concrete |
CN106116343A (en) * | 2016-06-23 | 2016-11-16 | 黄河科技学院 | Shellproof explosion-proof brick of high-load grating fiber recovery aggregate concrete and preparation method thereof |
-
2017
- 2017-11-27 CN CN201711209465.8A patent/CN107827406A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105198310A (en) * | 2015-09-07 | 2015-12-30 | 安徽鑫润新型材料有限公司 | High crack resistance concrete |
CN105347751A (en) * | 2015-11-24 | 2016-02-24 | 江苏兴厦建筑工程集团有限公司 | Preparation method of high-strength concrete |
CN106116343A (en) * | 2016-06-23 | 2016-11-16 | 黄河科技学院 | Shellproof explosion-proof brick of high-load grating fiber recovery aggregate concrete and preparation method thereof |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109095862A (en) * | 2018-09-25 | 2018-12-28 | 李鹏宇 | A kind of high-strength tenacity concrete |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107417204B (en) | Tailing sand fiber concrete capable of being printed in 3D mode and preparation and application methods thereof | |
CN107285714B (en) | High-ductility polyvinyl alcohol fiber concrete and preparation method thereof | |
KR100886515B1 (en) | Repairing method of concret structures using environmentally friendly reinforced light mortors | |
KR101084040B1 (en) | A mortar composition for repairing the surface of concrete structures and construction method using the same | |
KR101312562B1 (en) | Binder Composition for Concrete Comprising Bottom Ash | |
KR101692691B1 (en) | A eco-friendly concrete retaining wall block composition and eco-friendly concrete retaining wall blocks manufactured by using the same | |
CN107365120B (en) | Concrete cementing material, high-durability fair-faced concrete and preparation method thereof | |
KR101700017B1 (en) | Sulfur Steel-Slag Aggregate Concrete | |
KR101144210B1 (en) | Very-early-strength exerting cement concrete composition by using modified sulfur binder and method for fabricating thereof | |
CN109626901B (en) | Preparation method of high-toughness cement concrete | |
CN102093001A (en) | New ultrafine sand concrete | |
KR101654568B1 (en) | Early strength type shotcrete composite | |
CN103527216A (en) | High performance fiber concrete suitable for metro segment with large diameter and application of high performance fiber concrete | |
CN104211338A (en) | Crack-resisting composite mortar | |
KR20150141281A (en) | Admixtures for PHC pile comprising furnace blast slag and concrete composition for PHC pile comprising the same | |
CN111848041A (en) | High-strength concrete | |
KR101119678B1 (en) | High-strength exerting cement concrete composition by using modified sulfur binder and method for fabricating thereof | |
CN107827406A (en) | A kind of high performance concrete | |
KR20170064078A (en) | Soil grout material and its preparation method for ground injection | |
KR20160019586A (en) | High-strength heavyweight concrete composite and the structure using the same | |
CN110698153B (en) | Pavement crack-resistant concrete and application thereof in garden construction | |
KR101438500B1 (en) | Eco-Friendly Ascon Composition for Paving of Road Using Seaweeds and Constructing Methods Using Thereof | |
KR101757233B1 (en) | High elasticity stress absorption asphalt binder | |
CN106082944A (en) | A kind of fiber concrete | |
JP5676332B2 (en) | Fine aggregate for concrete containing copper slag and concrete construction method using the same |
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 |
Application publication date: 20180323 |
|
RJ01 | Rejection of invention patent application after publication |