CN101514094A - Steel slag and slag high-performance composite grout - Google Patents
Steel slag and slag high-performance composite grout Download PDFInfo
- Publication number
- CN101514094A CN101514094A CNA2008101008077A CN200810100807A CN101514094A CN 101514094 A CN101514094 A CN 101514094A CN A2008101008077 A CNA2008101008077 A CN A2008101008077A CN 200810100807 A CN200810100807 A CN 200810100807A CN 101514094 A CN101514094 A CN 101514094A
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- Prior art keywords
- slag
- portions
- performance
- performance composite
- steel
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Classifications
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- 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
- C04B28/06—Aluminous cements
- C04B28/065—Calcium aluminosulfate cements, e.g. cements hydrating into ettringite
-
- 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
- C04B2111/00017—Aspects relating to the protection of the environment
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- 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
- C04B2111/70—Grouts, e.g. injection mixtures for cables for prestressed concrete
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- 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
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- 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 provides a steel slag and slag high-performance composite grout, which comprises the following raw materials by weight proportion: 0 to 60 portions of steel slag, 0 to 60 portions of granulated blast-furnace slag, 20 to 60 portions of sulphoaluminate cement, 0 to 50 portions of Portland cement, 2 to 8 portions of air entraining agent and excitant, 0.5 to 10 portions of slag activity excitant, 3 to 10 portions of antisettle agent, and 10 to 15 portions of high-performance expanding agent; and the raw materials are evenly mixed. The grout has better durability and wearing resistance, and can save resources and reduce the emission of waste at the same time to achieve the aims of protecting the environment and reducing the cost.
Description
Technical field
The present invention relates to a kind of cement based high-performance composite grouting material (calling the grouting material in the following text), used aggregate and adulterant are the waste of smelters such as slag, granulated blast-furnace slag, thereby formation aggregate and gelling material do not have the high-performance composite grout at interface.
Background technology
Entered since 21st century, China's iron and steel industry fast development has produced a large amount of discarded slags and granulated blast-furnace slag, has caused huge pressure to environment, and still with the speed increment in more than one hundred million tons of every year.The comprehensive utilization how effectively to solve waste reduces environmental stress, and it is turned waste into wealth is recycling economy and Sustainable development important topic.Slag and slag are used for making the grouting material, have advantages such as the resource of saving, cost are low, protection environment, good economic benefit and social benefit are arranged.At present mostly the grouting material exists that boundary strength is low, the defective of poor durability, simultaneously the mass consumption quartz sand resources.During particularly for consolidation of concrete structure, endurance issues shows particularly outstandingly.
For addressing the above problem; need mineral activity excitants such as development slag and slag; anti-sedimentation agent; adopt slag or granulated blast-furnace slag to replace the aggregate of quartz sand as the grouting material; adopt steel-making slag powder or slag powders equivalent substitution cement simultaneously; realize the no interfaceization of grouting material aggregate and gelling material, to realize performances such as high-durability, high-wearing feature.
Summary of the invention
The present invention is in order to solve the comprehensive utilization of waste; and problem such as high flow rate, grouting material poor durability, the boundary strength of quartz sand resources be low in the present commercially available grouting material, and a kind of steel slag and slag high-performance composite grout that adopts waste slag or granulated blast-furnace slag as aggregate is proposed.
Steel slag and slag high-performance composite grout of the present invention adopts slag or granulated blast-furnace slag as aggregate, the content that following raw materials according is arranged and measure by weight:
0～60 part in slag,
0～60 part in granulated blast-furnace slag,
20～60 parts of aluminosulfate cements,
0～50 part of silicate cement,
2～8 parts of bleed exciting agents,
0.5～10 part of mineral activity excitant,
3～10 parts of anti-sedimentation agent,
10～15 parts of high performance expansion admixture.
Above-mentioned raw materials mixes and gets final product.
In the above-mentioned grouting material, described mineral activity excitant is the mixture of alkaline, inorganic salts and alkaline polycarboxylate.
In the above-mentioned grouting material, it is 2000～10000 methyl condenses and the nano-silicon material material after compound that described anti-sedimentation agent is selected molecular weight for use.
In the above-mentioned grouting material, described bleed exciting agent is an aldehyde-ketone condensate, and the aldehyde-ketone condensate molecular weight is 8000～15000.
In the above-mentioned grouting material, described high performance expansion admixture is selected expansion agent for composite high performance grouting for use.
In the above-mentioned grouting material, described slag or granulated blast-furnace slag size are 0.005～5mm.
Steel slag and slag high-performance composite grout improves grouting material ageing resistance; the dominant mechanism of wear resistance is; employed slag; the granulated blast-furnace slag all has certain hydration activity; the secondary hydration reaction can take place with the effect of hydrated cementitious product; make the hydrated product of aggregate and the hydrated product of gelling material form fine and close netted overlap joint; the interface that causes original aggregate and gelling material is owing to interconnecting of hydrated product faded away; form the integral body at no interface; thereby improved the wear resistance of grouting material; the boundary strength of having eliminated original grouting material aggregate and gelling material is low, the defective of viscosifying power difference.In addition, behind the mineral admixture equivalent substitution cement, frost resistance, the impermeability of grouting material are improved, the chloride permeability coefficient reduces.Weather resistance, the wear resistance of grouting material are improved.Meanwhile also can consume a large amount of wastes, have and save resource, reduce cost, protect overall merit such as environment, meet the industry policy of national recycling economy and Sustainable development, will produce good economic benefit and social benefit.
Embodiment
The raw material of steel slag and slag high-performance composite grout embodiment 1-5 of the present invention and listed by weight the content such as the table 1 of metering.
Table 1
| Sequence number | Slag | Slag | Anti-sedimentation agent | The mineral activity excitant | Aluminosulfate cement | Silicate cement | High performance expansion admixture | The bleed exciting agent | Reduce raw materials cost (%) |
| Embodiment 1 | 0 | 60 | 3 | 0.5 | 24 | 50 | 10 | 2.5 | 40 |
| Embodiment 2 | 60 | 0 | 10 | 10 | 45 | 30 | 15 | 2 | 60 |
| Embodiment 3 | 19 | 20 | 6 | 4 | 30 | 0 | 13 | 8 | 50 |
| Embodiment 4 | 20 | 18 | 8 | 8 | 60 | 15 | 10 | 6 | 54 |
| Embodiment 5 | 20 | 24 | 10 | 6 | 20 | 25 | 12 | 8 | 55 |
According to the steel slag and slag high-performance composite grout of above-mentioned weight ratio preparation, establishing criteria " cement-based grouting material operating technique rules " YB/T9261-98 appendix A method test all can reach the set quota.
Embodiment 6
Described mineral activity excitant is selected the mixture of alkaline, inorganic salts and alkaline polycarboxylate for use, and other is identical with embodiment 1-5.
Embodiment 7
It is 2000～10000 methyl condenses and the nano-silicon material material after compound that described anti-sedimentation agent is selected molecular weight for use, and other is identical with embodiment 1-6.
Embodiment 8
Described bleed exciting agent is an aldehyde-ketone condensate, and the aldehyde-ketone condensate molecular weight is 8000～15000, and other is identical with embodiment 1-7.
Embodiment 9
Described high performance expansion admixture is selected expansion agent for composite high performance grouting for use, and other is identical with embodiment 1-8.
Embodiment 10
Described slag or slag size are 0.005～5mm, and other is identical with embodiment 1-9.
Claims (6)
1, a kind of steel slag and slag high-performance composite grout is characterized in that, adopts slag or granulated blast-furnace slag as aggregate, is mixed by following raw material by weight metering to obtain:
0～60 part in slag,
0～60 part in granulated blast-furnace slag,
20～60 parts of aluminosulfate cements,
0～50 part of silicate cement,
2～8 parts of bleed exciting agents,
0.5～10 part of mineral activity excitant,
3～10 parts of anti-sedimentation agent,
10～15 parts of high performance expansion admixture.
2, steel slag and slag high-performance composite grout according to claim 1 is characterized in that, described mineral activity excitant is the mixture of alkaline, inorganic salts and alkaline polycarboxylate.
3, steel slag and slag high-performance composite grout according to claim 1 is characterized in that, it is 2000～10000 methyl condenses and the nano-silicon material material after compound that described anti-sedimentation agent is selected molecular weight for use.
4, steel slag and slag high-performance composite grout according to claim 1 is characterized in that, described bleed exciting agent is an aldehyde-ketone condensate, and the aldehyde-ketone condensate molecular weight is 8000～15000.
5, steel slag and slag high-performance composite grout according to claim 1 is characterized in that, described high performance expansion admixture is selected expansion agent for composite high performance grouting for use.
According to arbitrary described steel slag and slag high-performance composite grout in the claim 1 to 5, it is characterized in that 6, described slag or granulated blast-furnace slag size are 0.005～5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008101008077A CN101514094B (en) | 2008-02-22 | 2008-02-22 | Steel slag and slag high-performance composite grout |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008101008077A CN101514094B (en) | 2008-02-22 | 2008-02-22 | Steel slag and slag high-performance composite grout |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101514094A true CN101514094A (en) | 2009-08-26 |
| CN101514094B CN101514094B (en) | 2012-04-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008101008077A Expired - Fee Related CN101514094B (en) | 2008-02-22 | 2008-02-22 | Steel slag and slag high-performance composite grout |
Country Status (1)
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| CN (1) | CN101514094B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102344256A (en) * | 2011-07-14 | 2012-02-08 | 山东华伟银凯建材科技股份有限公司 | Stimulation reinforcer with high volume industrial waste residue powder used for concrete and its preparation method |
| CN102850036A (en) * | 2011-07-02 | 2013-01-02 | 南京沪联新型建材有限公司 | Polymer cohesiveness grouting material |
| CN104030639A (en) * | 2014-06-23 | 2014-09-10 | 上海哲匠交通科技有限公司 | No-shrinkage ultrahigh-strength grouting material and preparation method thereof |
| CN104341132A (en) * | 2013-08-05 | 2015-02-11 | 贵州省建筑材料科学研究设计院 | Preparation method of blast furnace granulation slag wear-resistant pavement brick |
| CN104817309A (en) * | 2015-04-07 | 2015-08-05 | 重庆大学 | Grouting material for prefabricated member reinforcing steel bar connection, and preparation method thereof |
| CN107244819A (en) * | 2017-07-05 | 2017-10-13 | 清华大学 | A kind of heat-stewed steel slag from converter powder activator and its preparation method and application |
| CN110627459A (en) * | 2019-10-12 | 2019-12-31 | 武汉武新新型建材股份有限公司 | Green high-performance non-shrinkage grouting material and preparation method thereof |
| CN114349442A (en) * | 2022-03-01 | 2022-04-15 | 山东大学 | Stone-like brick prepared by compounding steel slag micro powder with cementing material and preparation method and application thereof |
-
2008
- 2008-02-22 CN CN2008101008077A patent/CN101514094B/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102850036A (en) * | 2011-07-02 | 2013-01-02 | 南京沪联新型建材有限公司 | Polymer cohesiveness grouting material |
| CN102344256A (en) * | 2011-07-14 | 2012-02-08 | 山东华伟银凯建材科技股份有限公司 | Stimulation reinforcer with high volume industrial waste residue powder used for concrete and its preparation method |
| CN104341132A (en) * | 2013-08-05 | 2015-02-11 | 贵州省建筑材料科学研究设计院 | Preparation method of blast furnace granulation slag wear-resistant pavement brick |
| CN104030639A (en) * | 2014-06-23 | 2014-09-10 | 上海哲匠交通科技有限公司 | No-shrinkage ultrahigh-strength grouting material and preparation method thereof |
| CN104817309A (en) * | 2015-04-07 | 2015-08-05 | 重庆大学 | Grouting material for prefabricated member reinforcing steel bar connection, and preparation method thereof |
| CN107244819A (en) * | 2017-07-05 | 2017-10-13 | 清华大学 | A kind of heat-stewed steel slag from converter powder activator and its preparation method and application |
| CN110627459A (en) * | 2019-10-12 | 2019-12-31 | 武汉武新新型建材股份有限公司 | Green high-performance non-shrinkage grouting material and preparation method thereof |
| CN110627459B (en) * | 2019-10-12 | 2021-11-30 | 武汉武新新型建材股份有限公司 | Green high-performance non-shrinkage grouting material and preparation method thereof |
| CN114349442A (en) * | 2022-03-01 | 2022-04-15 | 山东大学 | Stone-like brick prepared by compounding steel slag micro powder with cementing material and preparation method and application thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101514094B (en) | 2012-04-11 |
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Granted publication date: 20120411 |
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