CN101519284B - Application of blast furnace slag as the fine aggregate to the concrete preparation - Google Patents

Application of blast furnace slag as the fine aggregate to the concrete preparation Download PDF

Info

Publication number
CN101519284B
CN101519284B CN2009100615537A CN200910061553A CN101519284B CN 101519284 B CN101519284 B CN 101519284B CN 2009100615537 A CN2009100615537 A CN 2009100615537A CN 200910061553 A CN200910061553 A CN 200910061553A CN 101519284 B CN101519284 B CN 101519284B
Authority
CN
China
Prior art keywords
concrete
blast furnace
fine aggregate
sand
slag
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.)
Expired - Fee Related
Application number
CN2009100615537A
Other languages
Chinese (zh)
Other versions
CN101519284A (en
Inventor
闫静安
韩存华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China First Metallurgical Group Co Ltd
Original Assignee
China First Metallurgical Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China First Metallurgical Group Co Ltd filed Critical China First Metallurgical Group Co Ltd
Priority to CN2009100615537A priority Critical patent/CN101519284B/en
Publication of CN101519284A publication Critical patent/CN101519284A/en
Application granted granted Critical
Publication of CN101519284B publication Critical patent/CN101519284B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use 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
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Abstract

The invention relates to an application of blast furnace slag as the fine aggregate to the concrete preparation. The blast furnace slag is taken as the fine aggregate to fully replace the sand in thecommon concrete in the prior art to prepare the concrete meeting various strength grades. The components of the traditional concrete comprise water, cement, fine aggregate (sand), coarse aggregate (stone), admixture (fly ash or mineral fines), external reactant, and the like. The blast furnace slag is taken as the fine aggregate to replace the sand in the traditional concrete to prepare the concrete with various strength grades, and the production cost of the concrete can be reduced.

Description

Blast furnace granulated slag is as the application of fine aggregate in concrete batching
Technical field
The present invention relates to blast furnace granulated slag as the application of fine aggregate in the preparation concrete.
Background technology
China is vast in territory, is used for the local material of concrete batching, can not all meet the technical requirement of relevant criterion, standard defined, as regular concrete sand, stone etc.In China some areas, sand of poor quality only produced fine sand, or even special fine sand (fineness modulus is 0.7-1.5), is difficult to satisfy the concrete design requirements, and from other places fortune sand, the sand source is nervous especially, certainly will increase concrete production cost.
Blast furnace granulated slag is that what to produce in the blast furnace ironmaking process is the waste residue of main component with silicate and silico-aluminate.Matrix in the iron ore and the ash in the coke grade and Wingdale generates blast furnace granulated slag in blast furnace.Blast furnace granulated slag proportion is little, floats on the molten iron surface.Approximately produce 1 ton of pig iron, produce 0.3 ton of grain slag simultaneously.
The applicant is when studying blast furnace granulated slag, and the blast furnace granulated slag of unexpected discovery Iron industry output can substitute the fine aggregate in the existing concrete fully, can reduce concrete production cost simultaneously.
Summary of the invention
Problem to be solved by this invention provides a kind of blast furnace granulated slag as the application of fine aggregate in the preparation concrete, and the alternative existing fine aggregate of blast furnace granulated slag is prepared the concrete of various strength grades, and can reduce concrete production cost.
Technical scheme provided by the invention is: blast furnace granulated slag substitutes the application of sand in concrete batching as fine aggregate.
Described blast furnace granulated slag is that unit weight is greater than 800kg/m 3And less than 1600kg/m 3Grain slag, and do not contain iron filings impurity.
Described concrete moiety is 7-9wt% water, 10-20wt% cement, 19-26wt% blast furnace granulated slag, 46-53wt% coarse aggregate, 1.5-3.0wt% flyash, 1-2wt% breeze and 0.15-0.30wt% admixture etc.
Blast-furnace slag is used for concrete as a kind of adulterant in the prior art, improves concrete density and water-retentivity, improves concrete performance effectively, improves concrete serviceability.The present invention replaces the sand in the prior art normal concrete to prepare the concrete that satisfies various strength grades as fine aggregate blast-furnace slag fully.
The moiety of conventional concrete is water, cement, fine aggregate (sand), coarse aggregate (stone), adulterant (flyash or breeze), admixture etc., the present invention substitutes sand in the conventional concrete with blast furnace granulated slag as fine aggregate, prepare the concrete of various strength grades, and can reduce concrete production cost.
Embodiment
One. the selection of concrete raw material
1. the dominant ideas selected of concrete raw material
(1) grain slag: blast furnace granulated slag is that unit weight is greater than 800kg/m 3And less than 1600kg/m 3Grain slag, fineness modulus is 1.8-3.3, and does not contain iron filings impurity.
(2) adulterant (flyash and breeze): in concrete, mix a certain amount of flyash or breeze, make hydrated reaction of cement more abundant, improve concrete density and water-retentivity, reduce bleeding and segregation phenomenon, thereby improved the concrete performance of grain slag effectively.
(3) coarse aggregate: identical with the coarse aggregate of normal concrete.
(4) admixture: high efficiency water reducing agent, to satisfy high slump and pumping concrete construction requirement.
2. the check of the every index of grain slag
Carry out every detection by GB/T14684-2001 " building sand " inspecting standard.
(1) grain slag Sieve Analysis Test, its fineness modulus are 2.2-2.8, and the grain composition test-results sees Table one.
Table one
Figure G2009100615537D00021
(2) silt content of grain slag and clod content are zero substantially.
(3) loose bulk density of grain slag is 970kg/m 3, tightly packed density is 1120kg/m 3
Two. the test of grain slag mix Design
Water-cement ratio, adulterant volume, grain slag rate (with reference to the definition of sand coarse aggregate ratio, the grain slag rate refers to that grain slag accounts for the weight ratio of grain slag and coarse aggregate summation) are grain slag mix Design main experiment parameters.
1. test design thinking:
Utilize blast furnace granulated slag to substitute fine aggregate in the concrete fully, make the concrete requirement of satisfying various strength grades according to a conventional method, and the grain slag concrete is along with the variation of water-cement ratio, strength change laws is basic consistent with the Strength of Common variation.Compare according to the density value of grain slag and the density value of sand, its volume to weight ratio is 0.69: 1.
2. test combinations condition:
(1) water-cement ratio: 0.40,0.45,0.50,0.55.
(2) doping quantity of fly ash: 15%.
(3) contents of ground slag: 10%.
(4) water reducer volume: 1.0%.
(5) slump: 160-200mm.
3. test-results
(1) concrete molding parameter sees Table two.
(2) the mechanical performance of concrete detected result sees Table three.
The concrete molding parameter table of grain slag
Unit: kg/m 3Table two
Grain slag mechanical performance of concrete detected result table
Table three
Figure G2009100615537D00041
(3) the concrete anti-permeability performance test of grain slag
Test is with reference to anti-permeability performance tentative specification among " Standard for test methods of longterm performance and durability of ordinary concrete " (GBJ 82-85), adopt end face diameter 175mm, bottom surface diameter 185mm, highly be the Rotary-table test specimen of 150mm, in moulding form removal after 24 hours, and brush away both ends of the surface cement serous coat with wire brush, send into the standard curing room maintenance then and carry out impermeability test, test-results such as table four length of time to 28d:
Grain slag concrete impermeability detected result table four
Numbering Maximum hydraulic pressure value (MPa) when seeping water does not appear in 4 test specimens Impervious grade Numbering Maximum hydraulic pressure value (MPa) when seeping water does not appear in 4 test specimens Impervious grade
B1 1.0 P8 B5 1.1 P10
B2 1.0 P8 B6 1.3 P12
B3 0.8 P6 B7 1.0 P8
B4 1.4 P12 B8 1.2 P10
From last watch test result as can be seen, concrete anti-permeability performance of grain slag and normal concrete anti-permeability performance basically identical substitute fine aggregate with grain slag and can prepare the water-tight concrete that satisfies construction requirement.
(4) the concrete unit weight of grain slag only is 2200kg/m 3, and normal concrete unit weight is 2400kg/m 3, this greatly reduces the load of engineering entity.
This test design slump is 160-200mm, all satisfies the pump concrete requirement, and concrete mix water-retentivity and cohesiveness are better.
Aspect construction application, select for use the B-3 proportioning as the C25 strength grade of concrete, in construction, bleeding, segregation phenomenon do not take place in concrete, be that concrete workability is better, concrete serviceability also satisfies construction requirement, does not also occur quality problems such as honeycomb and scale simultaneously behind the concrete formation, has reached the requirement of real outer light in the concrete fully.The concrete strength result also satisfies the requirement of C25 strength grade.
Three. conclusion
1. blast furnace granulated slag can substitute fine aggregate fully and is used for concrete, the variation of grain slag rate is consistent with sand coarse aggregate ratio variation in the normal concrete when substituting fully, the grain slag concrete is along with the variation of water cement ratio, strength change laws is basic consistent with the Strength of Common variation, equally with normal concrete can satisfy the concrete requirement of different intensity grades.
2. the concrete unit weight of grain slag only is 2200kg/m 3, and normal concrete unit weight is 2400kg/m 3, this has reduced the load of engineering entity to a great extent.
3. concrete anti-permeability performance of grain slag and normal concrete anti-permeability performance basically identical substitute fine aggregate with grain slag and can prepare the water-tight concrete that satisfies construction requirement.
4. the unit weight of grain slag is 69% of regular concrete sand unit weight only, and the price of price and sand is suitable, and the grain slag consumption is 69% of a normal concrete sand consumption in same concrete, has so just reduced concrete production cost.
5. grain slag substitutes fine aggregate fully and is used for concrete, and it is not enough and require to take the other technologies measure to meet the demands certainly will to increase the problem of concrete production cost owing to the quality of sand can not satisfy concrete to have solved sand source, China some areas.

Claims (1)

1. blast furnace granulated slag substitutes the application of sand in concrete batching as fine aggregate, and it is characterized in that: described blast furnace granulated slag is that unit weight is greater than 800kg/m 3And less than 1600kg/m 3Grain slag, fineness modulus is 1.8-3.3, and does not contain iron filings; Described concrete moiety is 7-9wt% water, 10-20wt% cement, 19-26wt% blast furnace granulated slag, 46-53wt% coarse aggregate, 1.5-3.0wt% flyash, 1-2wt% breeze and 0.15-0.30wt% admixture.
CN2009100615537A 2009-04-10 2009-04-10 Application of blast furnace slag as the fine aggregate to the concrete preparation Expired - Fee Related CN101519284B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009100615537A CN101519284B (en) 2009-04-10 2009-04-10 Application of blast furnace slag as the fine aggregate to the concrete preparation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009100615537A CN101519284B (en) 2009-04-10 2009-04-10 Application of blast furnace slag as the fine aggregate to the concrete preparation

Publications (2)

Publication Number Publication Date
CN101519284A CN101519284A (en) 2009-09-02
CN101519284B true CN101519284B (en) 2011-11-30

Family

ID=41080107

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009100615537A Expired - Fee Related CN101519284B (en) 2009-04-10 2009-04-10 Application of blast furnace slag as the fine aggregate to the concrete preparation

Country Status (1)

Country Link
CN (1) CN101519284B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102372474A (en) * 2011-08-11 2012-03-14 江西创行高科股份有限公司 Light internal wall panel and preparation process thereof
CN105002918B (en) * 2015-07-17 2017-01-04 中标建设集团股份有限公司 A kind of construction method of environment protection light concrete cushion
CN106477988A (en) * 2016-09-30 2017-03-08 中国冶集团有限公司 A kind of lightweight aggregate concrete
CN106396562A (en) * 2016-10-13 2017-02-15 沈阳建筑大学 C50 concrete containing water granulated slag fully replacing sand and applied to steel pipe concrete structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101186481A (en) * 2007-12-06 2008-05-28 上海大学 Composite gel material for water permeable concrete and preparation method thereof

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101186481A (en) * 2007-12-06 2008-05-28 上海大学 Composite gel material for water permeable concrete and preparation method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
JP昭54-25933A 1979.02.27

Also Published As

Publication number Publication date
CN101519284A (en) 2009-09-02

Similar Documents

Publication Publication Date Title
CN101767972B (en) Mine tailing sand brick and preparation method thereof
CN104692745B (en) A kind of high-strength high abrasion cement-based material and preparation method thereof
CN102765889B (en) Preparation method for tailing barren rock-made high-strength concrete containing coal ash
CN100387541C (en) Road concrete of high wear resisting steel dregs
CN102718423B (en) Preparation method of low-grade activated coal ash composite material
CN103288398A (en) High-performance machine-made sand marine concrete and preparation method thereof
CN104446175A (en) Recycled high-performance concrete and preparation method thereof
CN101781107A (en) Non-steamed reactive powder concrete
CN113213789B (en) Paving brick prepared based on household garbage incineration fly ash and preparation method thereof
CN113651574B (en) Counterweight cement-based composite material and preparation method thereof
CN111423180A (en) High-fluidity environment-friendly ultra-high-performance concrete and preparation method thereof
CN101519284B (en) Application of blast furnace slag as the fine aggregate to the concrete preparation
CN109437933A (en) A kind of semi-drying is without concrete steel slag grid and preparation method thereof
CN101279832A (en) Composite mineral blending concrete with mixed coarse aggregate
CN113896475B (en) Method for preparing high-strength baking-free solid bricks by using rock wool furnace bottom slag
CN105541217A (en) Impermeable concrete prepared from steel slags
AU2021104088A4 (en) Method for preparing porous lightweight fine aggregate and micropowder from manganese-silicon slag and applications thereof
CN113636802A (en) Ultrahigh-performance concrete and preparation method thereof
CN103011634A (en) Cement-based slag anti-abrasion material
Hu et al. Chloride transport and thermoactivated modification of sustainable cement-based materials with high-content waste concrete powder
CN104402335A (en) High-strength concrete employing magnetized reduced roasted iron-beneficiation tailings as admixture
CN101289303A (en) Steel scoria concrete tile pipe and method for preparing same
CN102285780B (en) Ultrahigh-performance cement-based composite material for banking and financial equipment and preparation method thereof
CN113998960B (en) Modified micro-nano composite superfine admixture high-durability anti-crack concrete and preparation method thereof
KR102550407B1 (en) Eco-friendly mortar composition with blast furnace slag fine aggregate and ready-mixed concrete recovered water

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
ASS Succession or assignment of patent right

Owner name: CHINA FIRST METALLURGICAL CONSTRUCTION GROUP CORPO

Free format text: FORMER OWNER: WUHAN YIYE CONSTRUCTION ENGINEERING CO., LTD.

Effective date: 20101210

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 430081 7/F, ZHONGYIN BUILDING, QINGSHAN DISTRICT, WUHAN CITY, HUBEI PROVINCE TO: 430081 NO.3, GONGYE AVENUE, QINGSHAN DISTRICT, WUHAN CITY, HUBEI PROVINCE

TA01 Transfer of patent application right

Effective date of registration: 20101210

Address after: 430081 Wuhan Industrial Zone, Qingshan District, Hubei, No. 3

Applicant after: China First Metallurgical Group Co., Ltd.

Address before: Seven, building 430081, bank building, Qingshan District, Hubei, Wuhan

Applicant before: Wuhan Yiye Construction Engineering Co., Ltd.

C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111130

Termination date: 20200410

CF01 Termination of patent right due to non-payment of annual fee