CN1166462A - Clinker-less steel slag and slag cement - Google Patents
Clinker-less steel slag and slag cement Download PDFInfo
- Publication number
- CN1166462A CN1166462A CN96105236A CN96105236A CN1166462A CN 1166462 A CN1166462 A CN 1166462A CN 96105236 A CN96105236 A CN 96105236A CN 96105236 A CN96105236 A CN 96105236A CN 1166462 A CN1166462 A CN 1166462A
- Authority
- CN
- China
- Prior art keywords
- slag
- cement
- clinker
- less steel
- steel 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.)
- 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
- C04B7/00—Hydraulic cements
- C04B7/14—Cements containing slag
- C04B7/147—Metallurgical slag
- C04B7/153—Mixtures thereof with other inorganic cementitious materials or other activators
- C04B7/1535—Mixtures thereof with other inorganic cementitious materials or other activators with alkali metal containing activators, e.g. sodium hydroxide or waterglass
-
- 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
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The said cement is produced from steel slag, ore slag and composite excitant comprising potassium sodium silciate and anhydrous gypsum. It has its early strength and long-term strength meeting the requirements of Chinese standard, and the grade No. of produced cement products can be above Grad 425. The present invention has the advantages of simple production process, low cost and low power consumption.
Description
The present invention belongs to utilize slag, slag, does not add grog and makes cement.
Slag is the waste of steel-making, and the whole nation will be discharged more than 2,000 ten thousand tons every year, and it occupies the farmland, stops up the river course, contaminate environment.The development research that utilizes slag, slag to make cement both at home and abroad has more than 30 year history, nearly three classes of research approach approximately: (1) utilizes in the liquid steel-making slag and adds modifying agent, and then makes steel slag cement; (2) add grog, slag, slag cement; (3) no grog, slag, slag cement.
The development research of existing no grog, slag, slag cement adopts 92103180.7 patents that different exciting agents deeply develops, is correlated with to emphasize that later strength increases fast advantage separately, but to early strength situation not specified (NS); 92106614.7 patent adopts aluminum potassium silicate sodium to make exciting agent, preferably resolve the low problem of early strength though implement the back, seven days anti-folding, ultimate compression strength have surpassed national standard, but eventually because of biasing toward the use silicate material, ignored the use of sulfate mineral, thereby influenced the generation of aquation calcium sulphoaluminate in the cement, caused cement later strength instability, intensity did not reach the requirement of 42.5Mpa GB in 28 days.
The object of the invention provides a kind of no grog, slag, slag cement, can high-early-strength, and also later strength also can reach the GB requirement, and cement mark can reach more than No. 425.
Mechanism of the present invention is to adopt a kind of NEW TYPE OF COMPOSITE exciting agent, and it promotes the slag aquation earlier, inspires scoriaceous lateral reactivity simultaneously again, quickens the generation of the aquation calcium sulphoaluminate in the cement, meets the cement products that GB requires thereby generate to reach.
Technical characterictic of the present invention is:
1. basic recipe (by weight)
Slag 〉=50%
Slag≤40%
Compound activator 3-10%
2. in the above-mentioned prescription:
The active requirement of slag
Scoriaceous vitreum content>85%
Compound activator is made up of (1) and (2): (1) is by potassium silicate sodium salt (SiO
2+ K
2O+Na
2CO
3) equal proportion is mixed levigately, high temperature sintering forms again; (2) be to be fired to anhydrous forming by dihydrate gypsum; (1) and (2) mix to use by 1: 2.
Advantage of the present invention:
Production technique is simple, has saved grog and has promptly reached energy saving purposes, and utilized the Iron And Steel Industry waste residue in a large number, and particularly the slag increment is used, and more great society benefit is arranged.The point of most critical is to have captured the unsolved difficult problem of prior art, make the early stage and later strength of no grog, slag, slag cement rationally to increase, the characteristics that both possessed high-early-strength, keep later strength that competent rich label is arranged again, multinomial physical and mechanical property all meets GBl3590-92 slag-slag cement national standard, and can produce the above cement products of 425#.
The utility model embodiment: 1. basic recipe (by weight):
Slag 52%
Slag 40%
Compound activator 8%2. concrete technology points:
Slag will give grinding to granularity<10mm after fragmentation, magnetic separation;
Water ratio after the slag drying<1%;
Compound activator mesosilicic acid k-na salt is with 2.5%, and dehydrated gyp-is with 5.5%,
Above-mentioned several raw material is through batching, accurately evenly grinding, homogenizing storage, packing, inspection
Test up to dispatching from the factory.
Cement fineness of the present invention requires more than 380m2/kg.3. the present invention produces---and 425# clinker-less steel slag, slag cement are through the test inspection
Survey, its data are as follows:
Sequence number | Specific surface area m 2/kg | Security | Denseness | Time of coagulation | Folding strength | Ultimate compression strength Mpa | |||
Initial set | Final set | Seven days | 28 days | Seven days | 28 days | ||||
??1 | ????429 | Qualified | ?24.00 | ?4:02 | 10:02 | ??7.20 | ??7.80 | ?32.60 | ??48.90 |
??2 | ????419 | Qualified | ?23.50 | ?3:16 | ?9:19 | ??6.00 | ??7.30 | ?26.30 | ??45.50 |
??3 | ????400 | Qualified | ?24.75 | ?1:16 | ?7:06 | ??6.60 | ??7.30 | ?31.40 | ??45.10 |
??4 | ????401 | Qualified | ?25.00 | ?1:30 | 10:59 | ??6.70 | ??7.00 | ?28.80 | ??47.00 |
??5 | ????417 | Qualified | ?25.25 | ?3:42 | ?8:52 | ??7.20 | ??8.50 | ?29.10 | ??46.00 |
??6 | ????408 | Qualified | ?24.75 | ?3:17 | ?9:22 | ??6.50 | ??7.90 | ?24.40 | ??45.20 |
??7 | ????412 | Qualified | ?24.50 | ?2:11 | ?7:38 | ??6.60 | ??8.40 | ?32.30 | ??49.30 |
??8 | ????411 | Qualified | ?24.25 | ?1:59 | ?6:54 | ??6.20 | ??7.90 | ?29.40 | ??46.00 |
Claims (2)
1. a clinker-less steel slag, slag cement is characterized in that:
(1) basic recipe (by weight)
Slag 〉=50%
Slag≤40%
Compound activator 3-10%;
(2) in the basic recipe:
The active requirement of slag
Scoriaceous vitreum content>85%
Compound activator is made up of (1) and (2): (1) is by potassium silicate sodium salt (SiO
2+
K
2O+Na
2CO
3) equal proportion is mixed levigately, high temperature sintering forms again; (2) two
The water gypsum calcination is to anhydrous; (1) and (2) mix to use by 1: 2;
(3) cement fineness, its specific surface area is more than 380m2/kg.
2. it is characterized in that according to claims 1 described clinker-less steel slag, slag cement: the early stage and later strength of cement of the present invention all meets the GB13590-92 national standard, and can produce the cement products more than 425 labels.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN96105236A CN1166462A (en) | 1996-05-23 | 1996-05-23 | Clinker-less steel slag and slag cement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN96105236A CN1166462A (en) | 1996-05-23 | 1996-05-23 | Clinker-less steel slag and slag cement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN1166462A true CN1166462A (en) | 1997-12-03 |
Family
ID=5118783
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN96105236A Pending CN1166462A (en) | 1996-05-23 | 1996-05-23 | Clinker-less steel slag and slag cement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1166462A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1102543C (en) * | 1998-10-09 | 2003-03-05 | 株洲市台联企业总公司 | High-performance non-clinker powdered coal ash-slags cement |
CN102491656A (en) * | 2011-11-11 | 2012-06-13 | 中冶宝钢技术服务有限公司 | Pulverized steel slag gelatinization material |
CN105948543A (en) * | 2016-04-26 | 2016-09-21 | 唐会民 | Slag thistle board and preparation method thereof |
CN108264250A (en) * | 2018-03-12 | 2018-07-10 | 四川德胜集团钒钛有限公司 | A kind of method using slag production cement |
CN109437612A (en) * | 2018-12-18 | 2019-03-08 | 武汉科技大学 | It is a kind of using steel slag and slag as clinker-free cement of primary raw material and preparation method thereof |
CN112456848A (en) * | 2020-12-18 | 2021-03-09 | 天津水泥工业设计研究院有限公司 | Steel slag micro-powder activity excitant, preparation method and preparation device thereof |
-
1996
- 1996-05-23 CN CN96105236A patent/CN1166462A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1102543C (en) * | 1998-10-09 | 2003-03-05 | 株洲市台联企业总公司 | High-performance non-clinker powdered coal ash-slags cement |
CN102491656A (en) * | 2011-11-11 | 2012-06-13 | 中冶宝钢技术服务有限公司 | Pulverized steel slag gelatinization material |
CN105948543A (en) * | 2016-04-26 | 2016-09-21 | 唐会民 | Slag thistle board and preparation method thereof |
CN105948543B (en) * | 2016-04-26 | 2018-07-06 | 唐会民 | A kind of slag light plate and preparation method thereof |
CN108264250A (en) * | 2018-03-12 | 2018-07-10 | 四川德胜集团钒钛有限公司 | A kind of method using slag production cement |
CN109437612A (en) * | 2018-12-18 | 2019-03-08 | 武汉科技大学 | It is a kind of using steel slag and slag as clinker-free cement of primary raw material and preparation method thereof |
CN112456848A (en) * | 2020-12-18 | 2021-03-09 | 天津水泥工业设计研究院有限公司 | Steel slag micro-powder activity excitant, preparation method and preparation device thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105777008B (en) | One kind exempts from pressure and steams pretensioned high-strength concrete pipe pile concrete and pile tube preparation method | |
CN100445232C (en) | Mine debris steamed brick and its production method | |
CN108623196A (en) | A kind of lime excitation large dosage industrial residue low-carbon cement and preparation method thereof | |
CN110041015A (en) | A kind of full solid waste ecology cementitious material | |
CN101559618A (en) | Process for producing fly ash steamed brick by using sintering machine desulfuration ash | |
CN104496255B (en) | Mineral interface active material, and preparation method and application method thereof | |
CN108164169A (en) | A kind of red mud-slag compound ground oligomer gel material for reinforcing soft foundation | |
CN102515584A (en) | Regenerated concrete and manufacturing method thereof | |
CN101614051A (en) | Water-tolerant gypsum hollow building block and production method thereof | |
CN111807858A (en) | Industrial solid waste autoclaved aerated concrete block and preparation method thereof | |
CN108545970A (en) | A kind of titanium extraction tailings-titanium gypsum base composite gelled material and preparation method thereof | |
CN113698167B (en) | Soft foundation reinforced composite base material and method for preparing soft foundation reinforced composite base material by multi-type solid waste normal-temperature recombination | |
CN107555818A (en) | A kind of cement with little clinker and preparation method | |
CN102633448A (en) | Fluorgypsum-based cementing materials for filling tailings and preparation method thereof | |
CN114477907B (en) | Premixed pumping concrete prepared from coal-to-liquid slag and preparation method thereof | |
CN115611593A (en) | All-coal gangue aggregate pavement base layer mixture and preparation process thereof | |
CN101614010A (en) | A kind of prestressed high-strength concrete pile | |
CN107759176A (en) | The solid waste comprehensive utilization of slag powders makes building material | |
CN1166462A (en) | Clinker-less steel slag and slag cement | |
CN113896445A (en) | Composite steel slag activity excitant and preparation method thereof and steel slag cement | |
CN112360029B (en) | Environment-friendly cavity mold box with large-volume industrial solid waste and preparation method thereof | |
CN101543830A (en) | Comprehensive utilization method for recycling manganese oxide slag | |
CN112694272A (en) | Low-carbon high-strength cementing material prepared from coal gangue power plant solid waste and preparation method thereof | |
CN111499236A (en) | Production method for preparing portland cement by using large-amount fly ash and chemical gypsum | |
CN1213654A (en) | Prodn. of composite portland cement by utilizing industrial waste residue |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C01 | Deemed withdrawal of patent application (patent law 1993) | ||
WD01 | Invention patent application deemed withdrawn after publication |