CN108069680A - A kind of high intensity ash concrete - Google Patents
A kind of high intensity ash concrete Download PDFInfo
- Publication number
- CN108069680A CN108069680A CN201611029921.6A CN201611029921A CN108069680A CN 108069680 A CN108069680 A CN 108069680A CN 201611029921 A CN201611029921 A CN 201611029921A CN 108069680 A CN108069680 A CN 108069680A
- Authority
- CN
- China
- Prior art keywords
- slag
- ash
- high intensity
- cement
- lime
- 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
- C04B28/14—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 calcium sulfate cements
-
- 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
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 present invention relates to the technical field of cement works, especially a kind of high intensity ash concrete.It is mainly made of the raw material proportioning of following mass component:Slag ash 50%~70%, lime 20%~40%, gypsum 10%~20%, graphene 3%~5% and water.The formula low manufacture cost, production routine are simple, use intensity height, improve the quality of cement, reduce use cost.
Description
Technical field
The present invention relates to the technical field of cement works, especially a kind of high intensity ash concrete.
Technical background
With the continuous development of society, building trade has obtained rapid development.The quality of building trade depends on
The quality of construction material.In more construction materials is indulged, cement is the important raw material component of one of which.Existing cement
Height, production and processing program are cumbersome in cost of manufacture, in use, the phenomenon that being also usually present with cracking, come off.
In conclusion also there is the defects of very big in existing cement in structure and design, it is impossible to meet modern society's reality
The production on border needs.
The content of the invention
The technical problem to be solved in the invention is a kind of high intensity calcareous slag ash proposed for above-mentioned technical problem
Cement, low manufacture cost, production routine are simple, use intensity height, improve the quality of cement, reduce use cost.
In order to solve the above technical problems, the present invention provides a kind of high intensity calcareous slag ash concrete, mainly by following matter
Measure the raw material proportioning composition of component:Slag ash 50%~70%, lime 20%~40%, gypsum 10%~20%, graphene 3%
~5% and water.
Further, the slag ash is mainly made of white slag and red slag, and the slag ash must go to except impurity and sandy soil.
Further, the lime is quick lime.
Further, the graphene is ground into powdery by grinder and adds in cement formula, and mesh number is 300~500
Mesh.
The cement made of the raw material of said ratio, low manufacture cost, production routine are simple, use intensity height,
The quality of cement is improved, reduces use cost.
Specific embodiment
Embodiment one:
A kind of high intensity calcareous slag ash concrete, is mainly made of the raw material proportioning of following mass component:Slag ash 55%,
Lime 20%, gypsum 15%, graphene 3% and water.
Wherein, slag ash is mainly made of white slag and red slag, and slag ash must go to except impurity and sandy soil.Lime is made a living stone
Ash.Graphene is ground into powdery by grinder and adds in cement formula, and mesh number is 300 mesh.
Embodiment two:
A kind of high intensity calcareous slag ash concrete, is mainly made of the raw material proportioning of following mass component:Slag ash 50%,
Lime 25%, gypsum 12%, graphene 3% and water.
Wherein, slag ash is mainly made of white slag and red slag, and slag ash must go to except impurity and sandy soil.Lime is made a living stone
Ash.Graphene is ground into powdery by grinder and adds in cement formula, and mesh number is 400 mesh.
Embodiment three:
A kind of high intensity calcareous slag ash concrete, is mainly made of the raw material proportioning of following mass component:Slag ash 55%,
Lime 25%, gypsum 10%, graphene 5% and water.
Wherein, slag ash is mainly made of white slag and red slag, and slag ash must go to except impurity and sandy soil.Lime is made a living stone
Ash.Graphene is ground into powdery by grinder and adds in cement formula, and mesh number is 500 mesh.
Cement is made in above-mentioned three kinds of formulas in the same way, using in same environment, was sent out after one month
Existing, the Cement for walls of embodiment one and embodiment two has slight cracking phenomena, and embodiment three is excellent, real by test
The Cement for walls intensity of example one is applied as M5, the intensity of embodiment two is M7.5, but the intensity of embodiment three has reached M20, says
Bright embodiment three is most preferred embodiment.
Although specific embodiments of the present invention have been described above, those skilled in the art should be appreciated that this
It is merely illustrative of, various changes or modifications can be made to present embodiment, without departing from the principle and substance of the present invention,
Protection scope of the present invention is only limited by the claims that follow.
Claims (4)
1. a kind of high intensity ash concrete, which is characterized in that be mainly made of the raw material proportioning of following mass component:Slag ash 50%
~70%, lime 20%~40%, gypsum 10%~20%, graphene 3%~5% and water.
2. a kind of high intensity ash concrete according to claim 1, it is characterised in that:The slag ash is mainly by white slag and red
Slag forms, and the slag ash must go to except impurity and sandy soil.
3. a kind of high intensity ash concrete according to claim 1, it is characterised in that:The lime is quick lime.
4. a kind of high intensity ash concrete according to claim 1, it is characterised in that:The graphene is ground by grinder
Powdering is added in cement formula, and mesh number is 300~500 mesh.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611029921.6A CN108069680A (en) | 2016-11-15 | 2016-11-15 | A kind of high intensity ash concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611029921.6A CN108069680A (en) | 2016-11-15 | 2016-11-15 | A kind of high intensity ash concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108069680A true CN108069680A (en) | 2018-05-25 |
Family
ID=62161043
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201611029921.6A Pending CN108069680A (en) | 2016-11-15 | 2016-11-15 | A kind of high intensity ash concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108069680A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109776040A (en) * | 2019-03-28 | 2019-05-21 | 四川聚创石墨烯科技有限公司 | Cement composite material and preparation method thereof, peanut shell graphene grinding aid |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1036001A (en) * | 1989-03-11 | 1989-10-04 | 王宝圣 | A kind of special building cement and manufacture method thereof |
CN1038630A (en) * | 1989-07-11 | 1990-01-10 | 郭湘泗 | The method of waste slag system cement |
CN1258654A (en) * | 1998-12-30 | 2000-07-05 | 滦县筑方特种水泥有限公司 | Ultrastrength cement |
CN102863161A (en) * | 2012-10-10 | 2013-01-09 | 成都纳硕科技有限公司 | Lime slag cement and preparation method thereof |
CN103466985A (en) * | 2013-08-23 | 2013-12-25 | 苏州艾特斯环保材料有限公司 | Graphene cement reinforcer |
CN105439482A (en) * | 2015-11-17 | 2016-03-30 | 无锡江达节能科技股份有限公司 | Cement production method |
-
2016
- 2016-11-15 CN CN201611029921.6A patent/CN108069680A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1036001A (en) * | 1989-03-11 | 1989-10-04 | 王宝圣 | A kind of special building cement and manufacture method thereof |
CN1038630A (en) * | 1989-07-11 | 1990-01-10 | 郭湘泗 | The method of waste slag system cement |
CN1258654A (en) * | 1998-12-30 | 2000-07-05 | 滦县筑方特种水泥有限公司 | Ultrastrength cement |
CN102863161A (en) * | 2012-10-10 | 2013-01-09 | 成都纳硕科技有限公司 | Lime slag cement and preparation method thereof |
CN103466985A (en) * | 2013-08-23 | 2013-12-25 | 苏州艾特斯环保材料有限公司 | Graphene cement reinforcer |
CN105439482A (en) * | 2015-11-17 | 2016-03-30 | 无锡江达节能科技股份有限公司 | Cement production method |
Non-Patent Citations (1)
Title |
---|
福建省平潭县科技情报研究所和信息开发中心资料室编: "《短平快致富技术》", 31 July 1989 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109776040A (en) * | 2019-03-28 | 2019-05-21 | 四川聚创石墨烯科技有限公司 | Cement composite material and preparation method thereof, peanut shell graphene grinding aid |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Kore et al. | Impact of marble waste as coarse aggregate on properties of lean cement concrete | |
Razali et al. | Preliminary studies on calcinated chicken eggshells as fine aggregates replacement in conventional concrete | |
CN104788060B (en) | One mixes low-quality active mineral admixture pervious concrete and preparation method thereof again | |
Chouhan et al. | Effect of silica fume on strength parameters of concrete as a partial substitution of cement | |
CN110240450A (en) | A kind of high cracking resistance lower shrinkage high performance concrete suitable for high temperature River Valley Region | |
CN107254314A (en) | A kind of soil-solidified-agent and its preparation method and application | |
CN106316295A (en) | Sand based permeable dry mix and mixture thereof | |
CN106316318A (en) | Self-leveling wear-resistant floor and preparation method thereof | |
CN107857493A (en) | A kind of method that sulphate aluminium cement is modified | |
CN107021698B (en) | A kind of grinding coagulation soil and preparation method thereof | |
CN105347714A (en) | Modified phosphogypsum cement retarder | |
CN106278066A (en) | Fast hard impervious gap filler | |
CN103951355B (en) | Ultra-fine anti-segregation injecting paste material and preparation method thereof | |
CN109265110A (en) | A kind of highway engineering high-performance machine-made sand concrete preparation method | |
CN106145735A (en) | A kind of ardealite high-efficient retarder | |
CN106278101B (en) | Soil-solidified-agent and preparation method thereof | |
CN108069680A (en) | A kind of high intensity ash concrete | |
CN101462836A (en) | Congealing stone gelled material with ferro-silico-manganese alloy slag as principal raw material | |
Pavía et al. | RILEM TC 277-LHS report: How hot are hot-lime-mixed mortars? A review | |
CN107021656A (en) | A kind of composite blending material for concrete of environmental protection | |
CN106145736A (en) | A kind of phosphogypsum retardation setting agent | |
CN102786263B (en) | Permeable crystalline type concentrating agent prepared from construction waste micro-powder and method thereof | |
CN107954676A (en) | A kind of moisture absorption type lightweight scratch coat gypsum and its construction method | |
Visnu et al. | Experimental investigation on high performance concrete with partial replacements of fine aggregate by m-sand and cement by fly ash | |
Dubey et al. | Studies on effect of cement concrete strength by using waste materials like fly ash and brick kiln dust |
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 | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180525 |