CN1283597A - High-activity fine steelslag powder as additive of concrete and process for preparing concrete - Google Patents
High-activity fine steelslag powder as additive of concrete and process for preparing concrete Download PDFInfo
- Publication number
- CN1283597A CN1283597A CN00124822A CN00124822A CN1283597A CN 1283597 A CN1283597 A CN 1283597A CN 00124822 A CN00124822 A CN 00124822A CN 00124822 A CN00124822 A CN 00124822A CN 1283597 A CN1283597 A CN 1283597A
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- concrete
- weight
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- additive
- cement
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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
- 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
-
- 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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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
A high-activity fine steel slag powder as the additive of concrete is prepared from steel slag blocks less than 60 mm through pulverizing, classifying to obtain powder with specific furface area of 400 sq.m/kg and magnetic separation to remove iron to make the iron content less than 0.8 Wt%. The concrete is prepared from said fine steel slag powder (8-50 Wt%) and additive (slag powder, powdered coal ash and silice ash) (0-30 Wt%). After curing it for 28 days, the compression strength of concrete is 30-80 MPa.
Description
The present invention is a kind of concrete highly active mineral admixture made from ground steel slag and with the method for its concrete batching, relates to the concrete material field of building material industry.
Technology related to the present invention has following:
(1) adopt slag to prepare dross slag cement as cement additive.Its major technique and more advanced technology are: water is vexed in advance with slag, makes it to be crushed into several centimetres to several millimeters particle, with these steel slag particles and the common grinding of cement clinker, slag and gypsum, reaches specific surface area 350m
2/ kg makes cement.Wherein the part by weight of each component is: slag 〉=30%, and slag+slag 〉=60%, gypsum about 5%, all the other are Portland clinker.The strength of cement of making is divided into 325 and 425 two labels.Worked out the dross slag cement standard.
(2) utilize steel-making slag powder to prepare the C20 pump concrete as concrete admixture.Be characterized in: be equipped with special admixture, the concrete of making has good fluidity, can be used as pump concrete; But the fineness of steel-making slag powder is not done strict control, incorporation is below 20% of by mass of cement in concrete, and concrete strength is low, can only meet concrete strength criterion C20 number, be that 28 days actual ultimate compression strength of concrete is greater than 20MPa, less than 32MPa.
Above technology has been represented slag on going result aspect the utilisation technology in cement and concrete in recent years, but still there are following several respects to have much room for improvement: 1. do not controlled for the fineness of slag, the actual particle of slag in cement is thick excessively, the activity of slag does not obtain performance, activity is lower, causes steel slag cement intensity low.The dross slag cement label of factory's actual production is mainly 325#, and part is 425#.If weigh according to international standard (iso standard), strength mark is lower.2. slag is not milled to when slag is as concrete admixture enough carefully, active low, volume is few, and the concrete strength label of preparation is low.Can only mix below 20%, concrete strength label grade only is C20, and ultimate compression strength only had about 30MPa in 28 days, can't increase the addition content of steel-making slag powder, also can't improve concrete strength.
The objective of the invention is to make a kind of highly active slag pulverized powder that has, as concrete highly active mineral admixture, can be when big addition content, the concrete of preparation higher-strength label.This concrete admixture production cost is low, and specific surface area is big, and is active high, can be in concrete instead of part cement, in the prerequisite decline low concrete manufacturing cost of proof strength performance.High reactivity slag pulverized powder of the present invention can be applied to normal concrete, mass concrete (as base concrete, the dam concrete of heavy construction), high-strength concrete, prestressed concrete, concrete prefabricated element etc.
Particular content of the present invention is as follows: 1. slag adopts levigate in advance and sorting, makes its specific surface area 〉=400m
2/ kg, greater than 80% (weight), salient features reaches particle diameter less than the granule content of 40 μ m: activity index 〉=85%, degree of mobilization is than 〉=100%, density=2.80-3.30 g/cm
3, press the steaming stability qualified.Wherein the test evaluation method of each index all adopts existing universal method:
Activity index: test as the industrial residue activity test method of cement additive according to GB 12957-1991, represent with 28 days the ultimate compression strength of mixture of 30% (weight) ground steel slag and 70% (weight) 525# silicate cement and the ratio of 28 days ultimate compression strength of pure 525# silicate cement.That is:
Degree of mobilization ratio: the method according to GB/T 2419-1994 is measured flow of cement mortar, and to mix the expression recently of degree of mobilization and the degree of mobilization of 525 silicate cements of not mixing ground steel slag behind 30% ground steel slag in 525 silicate cements.That is:
Press and steam stability: in 525 silicate cements, after the admixture 30% high reactivity steel-making slag powder, meet the requirement of national standard " GB/T 750-1992 Autoclave method for soundness of portland cement " regulation.
Basicity factor: the ratio with oxide content (weight) is represented: CaO/ (SiO
2+ P
2O
5).
Composition requires: metal Ferrum content≤0.8% (weight); Free calcium oxide content≤3% (weight); Basicity factor 〉=1.8.
2. the method for admixture high reactivity steelslag powder as additive concrete batching: " common concrete proportioning technical stipulation " that mix proportion is calculated according to country carries out, admixture 8-50% (weight) high-activity fine steelslag powder as additive, or to calculate addition content by unit volume be 60-250kg/m
3Concrete, while other adulterants of admixture 0-30% (weight) (as slag powders, flyash, silicon ash etc.), the cement of replacement equivalent, alternate quantity should be in the listed scope of following table, and 28 days ultimate compression strength of concrete is 80MPa-30MPa.Should increase churning time more than 20 seconds when concrete stirs, the kind of admixture and usage quantity are identical when not mixing steel-making slag powder, and all the other technologies needn't be changed.
3. the manufacturing process of high reactivity steelslag powder as additive is as follows:
| Strength grade of concrete | ????C20 | ????C30 | ????C40 | ????C50 | ????C60 |
| Every m 3Steel-making slag powder consumption in the concrete | ?100-250kg | ??60-220kg | ??50-200kg | ??50-200kg | ??50-180kg |
| Steel-making slag powder replaces the weight % of cement | ????22-55 | ????15-50 | ????10-45 | ????10-40 | ????8-35 |
| Every m 3Other adulterant consumption in the concrete | ???0-150kg | ???0-220kg | ???0-220kg | ???0-220kg | ???0-220kg |
| Other adulterant replaces the weight % of cement | ????0-30 | ????0-30 | ????0-25 | ????0-25 | ????0-25 |
Pulverize → enter grading machine sorting → obtain specific surface area in block slag → input pulverizer less than 60mm greater than 400m
2The powder-like product of/kg.Wherein when metal Ferrum content during greater than 0.8% (weight), insert magnetic separator in any one link of production process, the blanking metallic iron makes it content less than 0.8% (weight).The specific surface area of powder-like product can be adjusted by the parameter of adjusting grading machine as required, and scope is 400-1000m
2/ kg.
Advantage of the present invention and effect:
Advantages such as ground steel slag proposed by the invention has the active height of hydration reaction, the concrete production cost is low, concrete performance is good.The highly active ground steel slag of admixture part is as the adulterant concrete batching, can save cement, reduce the concrete cost, reduce concrete hydration heat temperature rise, guarantee early age strength of concrete, improve later strength, increase concrete wear resistance and corrosion resistance, improve concrete durability.
Below be embodiments of the invention:
Example 1: the design strength grade of concrete is C40 and C50; Binder total amount is fixed as 514kg/m
3, cement is common 525# cement, the specific surface area 450m of steel-making slag powder
2/ kg, steel-making slag powder volume scope is 10%-35% (weight).Aggregate is medium sand and the 5-25mm rubble that produce the Lugouqiao; Admixture is a JSP-IV water reducer, volume 1.8%.The construction proportioning is: 1.25:1.66:2.59, water cement ratio are 0.37, sand coarse aggregate ratio 39%; Actual measurement slump 220mm.Concrete mix and intensity see the following form:
| Glue material total amount (kg/m 3) | Slag replaces cement quantity | Proportioning (kg/m 3) | Intensity (MPa) | ||||||
| Cement | Slag | Water | Sand | Stone | Admixture | 7 days | 28 days | ||
| ????514 | 15% (weight) | 437 | ????77 | ????190 | ????681 | ????1065 | ????9．3 | ?50．7 | ?55．4 |
| ????514 | 20% (weight) | 411 | ????103 | ????190 | ????681 | ????1065 | ????9．3 | ?49．1 | ?58．3 |
| ????514 | 25% (weight) | 385 | ????129 | ????190 | ????681 | ????1065 | ????9．3 | ?51．0 | ?63．0 |
| ????514 | 35% (weight) | 334 | ????180 | ????190 | ????681 | ????1065 | ????9．3 | ?41．6 | ?55．6 |
Example 2: according to the proportioning concrete batching of following table, 1, No. 2 concrete 425 ordinary Portland cement are wherein used 525 ordinary Portland cements 3, No. 4; Concrete slump 220mm.
| Numbering | Cement consumption kg/m 3 | Slag powders kg/m 3 | Slag | Water kg/m 3 | Water reducer | Sand kg/m 3 | Stone kg/m 3 | |||
| Specific surface area m 2／kg | Volume kg/m 3 | Kind | Volume kg/m 3 | ????- | ||||||
| ????1 | ?266 | ????- | ???380 | ??144 | ???180 | QJ-7 | 9．5 | ???899 | ???926 | |
| ????2 | ?150 | ??175 | ???382 | ??175 | ???178 | QJ-7 | 12．5 | ???778 | ???952 | |
| ????3 | ?387 | ???97 | ???409 | ???97 | ???180 | ?F31 | 11．6 | ???680 | ??1019 | |
| ????4 | ?360 | ???90 | ???460 | ???90 | ???175 | ?F31 | 10．8 | ???696 | ??1044 | |
Concrete strength and time of coagulation see the following form.
Example 3: concrete mix and intensity see the following form, and wherein cement adopts 525 ordinary Portland cements, and the steel-making slag powder specific surface area is 450m
2/ kg, admixture are JYD-5, concrete slump 220mm.
| Numbering | Strength grade | Time of coagulation | Ultimate compression strength (MPa) | |||
| Initial set (h) | Final set (h) | 7 days | 28 days | 60 days | ||
| ????1 | ????C30 | ????- | ????18 | ????25．4 | ????39．0 | ????42．8 |
| ????2 | ????C40 | ????12 | ????19 | ????23．1 | ????48．4 | ????55．1 |
| ????3 | ????C55 | ????11 | ????17 | ????52．5 | ????65．9 | ????68．4 |
| ????4 | ????C55 | ????11 | ????17 | ????52．0 | ????66．5 | ????69．1 |
| Every cubic meter of concrete Central Plains material usage (kg/m 3) | Concrete crushing strength (MPa) | ||||||||
| Cement | Water | Medium sand | Rubble | Steel-making slag powder | The silicon ash | Admixture | 3 days | 7 days | 28 days |
| 380 | ?170 | ?742 | ?1004 | ????94 | ????26 | ????20 | ?31．8 | ?46．2 | ?68．8 |
| ?430 | ?166 | ?680 | ?1020 | ????70 | ????50 | ????22 | ?38．2 | ?55．3 | ?74．5 |
Claims (2)
1. highly active fine steelslag powder as additive is characterized in that:
Described steel-making slag powder specific surface area 〉=400m
2Greater than 80% (weight), activity index 〉=85%, degree of mobilization is than 〉=100% less than the granule content of 40 μ m for/kg, particle diameter, density=2.80-3.30g/cm
3, metal Ferrum content≤0.8% (weight), free CaO≤3% (weight).
2. concrete method of high-activity fine steelslag powder as additive system of utilizing claim 1 commentary is characterized in that:
Mix proportion is calculated and to be carried out according to " common concrete proportioning technical stipulation " according to country, admixture 8-50% (weight) high-activity fine steelslag powder as additive, or to calculate addition content by unit volume be 60-250kg/m
3Concrete, while other adulterants of admixture 0-30% (weight) (as slag powders, flyash, silicon ash etc.), the cement that replaces equivalent, alternate quantity should be in the listed scope of following table, when stirring, concrete should increase churning time more than 20 seconds, the kind of admixture is identical when not mixing steel-making slag powder with usage quantity, and all the other technologies needn't be changed.
Strength grade of concrete ????C20 ????C30 ????C40 ????C50 ????C60
Every m
3Steel-making slag powder consumption in the concrete
?100-250kg ??60-220kg ??50-200kg ?50-200kg ??50-180kg
Steel-making slag powder replaces the weight % of cement ????22-55 ????15-50 ????10-45 ????10-40 ????8-35
Every m
3Other adulterant consumption in the concrete
???0-150kg ???0-220kg ?0-220kg ?0-220kg ???0-220kg
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN00124822A CN1108280C (en) | 2000-09-18 | 2000-09-18 | High-activity fine steelslag powder as additive of concrete and process for preparing concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN00124822A CN1108280C (en) | 2000-09-18 | 2000-09-18 | High-activity fine steelslag powder as additive of concrete and process for preparing concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1283597A true CN1283597A (en) | 2001-02-14 |
| CN1108280C CN1108280C (en) | 2003-05-14 |
Family
ID=4590688
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN00124822A Expired - Fee Related CN1108280C (en) | 2000-09-18 | 2000-09-18 | High-activity fine steelslag powder as additive of concrete and process for preparing concrete |
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| CN (1) | CN1108280C (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100365412C (en) * | 2005-06-24 | 2008-01-30 | 武汉钢铁集团冶金渣有限责任公司 | Measurement of steel slag age |
| CN100494307C (en) * | 2006-06-27 | 2009-06-03 | 武汉理工大学 | Preparation of heat accumulating material for solar energy medium temperature steam electricity generation |
| CN102765903A (en) * | 2012-07-26 | 2012-11-07 | 宁波市胜源技术转移有限公司 | High-performance concrete mix |
| CN102115318B (en) * | 2009-12-31 | 2013-03-27 | 鞍山钢铁集团公司 | Method for producing concrete with mixed converter tail slag mud |
| CN104640822A (en) * | 2012-07-25 | 2015-05-20 | 公州大学校产学协力团 | Hydraulic binder composition using rapidly-cooled ladle furnace slag powder, and method for preparing same |
| CN106630695A (en) * | 2016-12-21 | 2017-05-10 | 鞍山钢铁集团公司矿渣开发公司 | Method for preparing iron and steel slag powder high-strength concrete from high-specific-surface-area mineral slag powder |
| CN107010860A (en) * | 2017-04-07 | 2017-08-04 | 中交武汉港湾工程设计研究院有限公司 | Ultra-high performance concrete admixture and preparation method thereof |
| CN107555896A (en) * | 2017-08-21 | 2018-01-09 | 暨南大学 | It is a kind of to excite slag and the standby admixture of coal ash for manufacturing and the high-strength concrete prepared using admixture with waterglass |
| CN108609953A (en) * | 2018-05-21 | 2018-10-02 | 西南交通大学 | A kind of anti-folding, abrasion-proof concrete for prestressing force assembled road surface |
| CN110028265A (en) * | 2019-03-13 | 2019-07-19 | 金泰成环境资源股份有限公司 | A kind of low viscous compact-type mineral admixture for concrete product |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7211440B2 (en) * | 2002-03-08 | 2007-05-01 | Wallac Oy | Dissociative fluorescence enhancement assay |
| CN1304832C (en) * | 2004-07-16 | 2007-03-14 | 重庆市建筑科学研究院 | Method for detecting content of fly ash in newly stirred concrete |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1136474A (en) * | 1995-05-22 | 1996-11-27 | 张嘉程 | Powder grinding method for super fine particle slag powder of blast furnace |
| CN1089732C (en) * | 1999-01-26 | 2002-08-28 | 武汉工业大学 | Process for preparing high-activity concrete additive |
-
2000
- 2000-09-18 CN CN00124822A patent/CN1108280C/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100365412C (en) * | 2005-06-24 | 2008-01-30 | 武汉钢铁集团冶金渣有限责任公司 | Measurement of steel slag age |
| CN100494307C (en) * | 2006-06-27 | 2009-06-03 | 武汉理工大学 | Preparation of heat accumulating material for solar energy medium temperature steam electricity generation |
| CN102115318B (en) * | 2009-12-31 | 2013-03-27 | 鞍山钢铁集团公司 | Method for producing concrete with mixed converter tail slag mud |
| CN104640822A (en) * | 2012-07-25 | 2015-05-20 | 公州大学校产学协力团 | Hydraulic binder composition using rapidly-cooled ladle furnace slag powder, and method for preparing same |
| CN102765903A (en) * | 2012-07-26 | 2012-11-07 | 宁波市胜源技术转移有限公司 | High-performance concrete mix |
| CN106630695A (en) * | 2016-12-21 | 2017-05-10 | 鞍山钢铁集团公司矿渣开发公司 | Method for preparing iron and steel slag powder high-strength concrete from high-specific-surface-area mineral slag powder |
| CN107010860A (en) * | 2017-04-07 | 2017-08-04 | 中交武汉港湾工程设计研究院有限公司 | Ultra-high performance concrete admixture and preparation method thereof |
| CN107010860B (en) * | 2017-04-07 | 2019-06-18 | 中交武汉港湾工程设计研究院有限公司 | Ultra-high performance concrete admixture and preparation method thereof |
| CN107555896A (en) * | 2017-08-21 | 2018-01-09 | 暨南大学 | It is a kind of to excite slag and the standby admixture of coal ash for manufacturing and the high-strength concrete prepared using admixture with waterglass |
| CN108609953A (en) * | 2018-05-21 | 2018-10-02 | 西南交通大学 | A kind of anti-folding, abrasion-proof concrete for prestressing force assembled road surface |
| CN110028265A (en) * | 2019-03-13 | 2019-07-19 | 金泰成环境资源股份有限公司 | A kind of low viscous compact-type mineral admixture for concrete product |
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| Publication number | Publication date |
|---|---|
| CN1108280C (en) | 2003-05-14 |
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