CN101121579A - Method for producing concrete active admixture by iron tailings - Google Patents

Method for producing concrete active admixture by iron tailings Download PDF

Info

Publication number
CN101121579A
CN101121579A CNA2007101187119A CN200710118711A CN101121579A CN 101121579 A CN101121579 A CN 101121579A CN A2007101187119 A CNA2007101187119 A CN A2007101187119A CN 200710118711 A CN200710118711 A CN 200710118711A CN 101121579 A CN101121579 A CN 101121579A
Authority
CN
China
Prior art keywords
percent
concrete
reaction
gypsum
mixture
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.)
Granted
Application number
CNA2007101187119A
Other languages
Chinese (zh)
Other versions
CN100567194C (en
Inventor
倪文
张玉燕
郑永超
刘凤梅
张旭芳
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.)
Hebei Kehui Environmental Resources Co ltd
Jintaicheng Environmental Resources Stock Co ltd
Original Assignee
University of Science and Technology Beijing USTB
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 University of Science and Technology Beijing USTB filed Critical University of Science and Technology Beijing USTB
Priority to CNB2007101187119A priority Critical patent/CN100567194C/en
Publication of CN101121579A publication Critical patent/CN101121579A/en
Application granted granted Critical
Publication of CN100567194C publication Critical patent/CN100567194C/en
Active 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • C04B40/0046Premixtures of ingredients characterised by their processing, e.g. sequence of mixing the ingredients when preparing the premixtures
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00017Aspects relating to the protection of the environment
    • 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 present invention relates to a method to produce concrete active mixing material using the waste iron to replace part of scoria. The method is to add 70 percent to 93 percent of the magnet quartz waste iron, 1 percent to 20 percent of calcareousness or calcium carbide residual or the mixture of the two materials, 1-10 percent of gypsum or semi-water gypsum or anhydrite or decarbolizing gypsum or phosphorus gypsum or fluorspar gypsum or the mixture of the two or more than the two and 0.1 - 5 percent of corroding together to be milled into 80um griddle residual less or equal to 3 percent; and the grain is to be made the reaction of heat liquid corroding reaction. The corroding production after being cooled is mixed with 10 -60 percent of scoria with the molar percent between 40 percent and 90 percent and then to be milled into 80um griddle residual less or equal to 0.5 percent; in this way, the active concrete mixture replaced with the scoria powder is obtained. The present invention can make the magnet quartz waste iron treated with resource mode, relax the lacking of the super thin scoria powder led by the much larger infusion for the casting of the concrete and decrease the manufacturing cost for the concrete; the method can enhance the use amount of the mixture, decrease the use amount of the cement and decrease the resource consumption and environment pollution led by the cement production.

Description

A kind of method of utilizing iron tailings to produce concrete active admixture
Technical field:
The invention belongs to building material field, particularly a kind of method of utilizing iron tailings to produce concrete active admixture.
Background technology:
Magnetite quartzite sections ore deposit is the topmost iron ore type of China.Mainly by magnetite and quartzy two kinds of mineral compositions, the content of two kinds of mineral can reach more than 90% this iron ore.Along with the continuous growth to the iron ore demand of the raising of technique of preparing and steel industry, the selected grade of this class ore constantly descends, and generally will select 1 ton of iron ore concentrate needs 3~6 tons iron ore.Be that 1 ton of pig iron of every refining needs 5~10 tons iron ore.Therefore the production of iron and steel can produce a large amount of mine tailings.At present, the whole of China has accumulated stores up iron tailings over ten billion ton, takies a large amount of soils, mountains and rivers, destroys environment, the safety of harm ecology and the people's lives and property.
At present, build the concrete structures commerical ready-mixed concretes that provide by the large-sized concrete stirring station that adopt more.The adulterant of general use 30~50% replaces cement and uses various admixtures to reduce the concrete cost and to improve performance in this class concrete.Present employed concrete admixture is many based on ground slag powder and flyash.In some big and medium-sized cities, because construction scope is huge, the slag pulverized powder shortage occurs as concrete adulterant, so the price of slag pulverized powder constantly raises.
Patent of invention CN1067421A " utilize copper mining tailing produce cement clinker ", CN1657466A " process for calcining cement clinker that silicon dioxide activity is adjusted in copper, the Pb-Zn tailings ", the disclosed technology of CN1789194A " dry-process rotory kiln is used the grog process for calcining of copper-lead zinc mine tailing " all be with the non-ferro metals debris instead of part or all the traditional silicon aluminum raw material as the method for the batching of producing cement clinker.Though that is to say the foregoing invention patent characteristics of natural resource such as saving clay, quartz sand are arranged all, all do not have and to have tangible technical progress aspect few calcination of cement clinker and the fuel economy.Patent of invention CN1616372A " industrial tailings silicate cement " discloses the technology of a kind of mine tailing as cement mixture, and used mine tailing is the magnesia mine tailing of treated calcium.In above-mentioned technology, the weight proportion of mine tailing in ordinary Portland cement is: 6~15%; Weight proportion in composite Portland cement is 15~50%; Weight proportion in Portland blast is: 20~50%; Weight proportion in silicate cement (II type) is: 20~50%.Though this technology has few calcination of cement clinker and fuel-saving characteristics, need utilize the magnesia mine tailing of calcium, do not relate to and use the magnetite quartzite sections mine tailing of the magnesia mineral of calcic hardly.Patent of invention CN1429784A " a kind of Portland clinker " discloses a kind of technology of mixing 5~18% iron tailings as the batching of calcining cement clinker, and the characteristics of this technology also are to have tangible technical progress aspect minimizing calcination of cement clinker and the fuel economy.Patent of invention CN1065851A " adopting iron tailings and high-calcium fly ass slag to produce the method for masonry cement " discloses a kind of iron tailings, low calcium fly ash, sodium sulfate, hardening accelerator, high calcium lime-ash of adopting and has mixed the method for producing masonry cement.The weight percent of above-mentioned each material is respectively 10~40%, 10~25%, 0~5%, 5% and 30~70%.This patent has the calcination of cement clinker of minimizing and fuel-saving characteristics, but the related masonry cement of this technology can not be used for preparing high strength grade concrete.
Summary of the invention
The present invention seeks to utilize magnetite quartzite sections mine tailing instead of part slag pulverized powder, with the dual purpose that realizes consuming mine tailing and reduce the concrete cost.
With magnetite quartzite sections mine tailing 70~93%, lime or carbide slag or both mixtures 1~20%, dihydrate gypsum or semi-hydrated gypsum or anhydrite or desulfurated plaster or phosphogypsum or fluorgypsum or two or more the mixture 1~10% in them, alteration agent 0.1~5% carry out together mix grinding to 80 μ m tail over≤3% fineness after, carry out the hydrothermal alteration reaction again.Described alteration agent batching is formed weight percent and is: Na 2SO 40.1~50%, K 2SO 40.1~15%, MgSO 40.1~20%, NaNO 30.1~10%, KNO 30.1~5%, Mg (NO 3) 20.1~8%, Na 2CO 30.1~3%, K 2CO 30.1~5%, NaCl 0.1~0.2%, KCl 0.1~0.2%, MgCl 20.1~0.2%, NaF 0.1~0.8%, KF 0.1~1.2%, MgF 20.1~3%.Need to guarantee in the reaction process that material each several part minimum temperature be not less than 500 ℃, the highlyest be no more than 900 ℃, the reaction times is more than 1 second.Reach above-mentioned needed temperature of reaction and reaction times, carry out different temperature control according to different its temperature of reaction of kiln type.If material is made adobe when using tunnel furnace or other brick-baking kiln to react, burning zone temperature is controlled at 600~900 ℃ in the kiln, is 3~8 hours in the reaction times of clinkering zone.If it is the pellet of 0.5~5cm when adopting calcined by rotary kiln that the material that above-mentioned mix grinding is good is made diameter, then burning zone temperature is controlled at 700~800 ℃ in the kiln, is 10~60 minutes in the reaction times of clinkering zone.If adopt cyclone type suspension calcining reactor or flash calcination reactor, then the powder material that grinding is good does not need to make ball, granulation or agglomeration processing, directly enters reactor and reacts.Temperature of reaction is 600~800 ℃, and the reaction times was 1~20 second.
With the material that obtains after the cooling of the product of above-mentioned alteration by weight percentage 40~90% mix with 10~60% slag again be milled down to 80 μ m and tail over≤0.5%.Just obtain to replace the active concrete admixture of slag ultrafine powder use.This all properties index of this active admixture meets every performance index of GB/T18046-2000 " GBFS that is used for cement and concrete " defined, and can be according to the concrete of present slag ultrafine powder as the cement preparation C10 to C80 of the universal method replacement 5%~50% of concrete admixture.
Advantage or positively effect
(1) can make at present China store up in a large number and the magnetite quartzite sections mine tailing of a large amount of outputs get utilization; (2) alleviate the ultrafine slag powder situation in short supply that some big and medium-sized cities of China cause greatly owing to the concrete casting fluence, reduce the concrete cost; (3) promote concrete further to improve the consumption of adulterant, reduce cement consumption, reduce because energy consumption and the environmental pollution that manufacture of cement is brought.
Embodiment:
Embodiment 1
With magnetite quartzite sections mine tailing 90%, lime 3%, dihydrate gypsum 4%, it is after 80 μ m tail over 2.5% to fineness that dried mix grinding is carried out in alteration agent 3% together, again that mix grinding is good material carries out hydrothermal alteration in 700 ℃ and reacts in the cyclone type suspension reactor, the reaction times was 10 seconds.Product that above-mentioned reaction is good cooling back gained material by weight percentage 80% is mixed together with 20% slag powders that to be milled down to fineness be that 80 μ m tail over 0.3% again, obtains the concrete admixture that can replace the slag ultrafine powder to use.This active admixture all properties index meets every performance index of relevant S95 defined among the GB/T18046-2000 " GBFS that is used for cement and concrete ".
Embodiment 2
With magnetite quartzite sections mine tailing 80%, lime 15%, dihydrate gypsum 3%, it is after 80 μ m tail over 2.5% to fineness that dried mix grinding is carried out in alteration agent 2% together, again that mix grinding is good material carries out hydrothermal alteration in 700 ℃ and reacts in the cyclone type suspension reactor, the reaction times was 7 seconds.Product that above-mentioned reaction is good cooling back gained material by weight percentage 40% is mixed together with 60% slag powders that to be milled down to fineness be that 80 μ m tail over 0.3% again, obtains the concrete admixture that can replace the slag ultrafine powder to use.This active admixture all properties index meets every performance index of relevant S105 defined among the GB/T18046-2000 " GBFS that is used for cement and concrete ".
Embodiment 3
With magnetite quartzite sections mine tailing 85%, carbide slag 11.8%, desulfurated plaster 3%, wet mixing is carried out in alteration agent 0.2% together, and to be ground to that 80 μ m tail over be after 1% the fineness, carry out filter-press dehydration, again material is made adobe, use tunnel furnace to react, burning zone temperature is controlled at 700 ℃ ± 30 ℃ in the kiln, is 7 hours in the reaction times of clinkering zone.
The material that obtains after the cooling of the product of above-mentioned alteration 90% is mixed with 10% slag that to be milled down to that 80 μ m tail over be 0.3% by weight percentage again.Just obtain to replace the active concrete admixture of slag ultrafine powder use.This active admixture all properties index meets every performance index of relevant S95 defined among the GB/T18046-2000 " GBFS that is used for cement and concrete ".
Embodiment 4
With magnetite quartzite sections mine tailing 84.7%, carbide slag 8%, phosphogypsum 6%, wet mixing is carried out in alteration agent 0.3% together, and to be ground to that 80 μ m tail over be after 0.5% the fineness, carry out filter-press dehydration, and material is made the pellet that diameter is 0.5 ~ 5cm, adopt rotary kiln to carry out the hydrothermal alteration reaction.Burning zone temperature is controlled at 750 ℃ ± 30 ℃ in the kiln, is 40 minutes in the reaction times of clinkering zone.The material that obtains after the cooling of the product of above-mentioned alteration 90% is mixed with 10% slag that to be milled down to that 80 μ m tail over be 0.3% by weight percentage again, just obtain the active concrete admixture that can replace the slag ultrafine powder to use.This active admixture all properties index meets every performance index of relevant S95 defined among the GB/T18046-2000 " GBFS that is used for cement and concrete ".

Claims (3)

1. method of utilizing iron tailings to produce concrete active admixture, it is characterized in that magnetite quartzite sections mine tailing 70~93%, lime or carbide slag or both mixtures 1~20%, dihydrate gypsum or semi-hydrated gypsum or anhydrite or desulfurated plaster or phosphogypsum or fluorgypsum or two or more the mixture 1~10% in them, alteration agent 0.1~5% carry out together mix grinding to 80 μ m tail over≤3% fineness after, carry out the hydrothermal alteration reaction again; The material that obtains after the product cooling with alteration reaction by weight percentage 40~90% mix with 10~60% slag again be milled down to 80 μ m and tail over≤0.5%; Just obtain to replace the active concrete admixture of slag ultrafine powder use.
2. the method for utilizing iron tailings to produce concrete active admixture as claimed in claim 1 is characterized in that alteration agent batching composition weight percent is: Na 2SO 40.1~50%, K 2SO 40.1~15%, MgSO 40.1~20%, NaNO 30.1~10%, KNO 30.1~5%, Mg (NO 3) 20.1~8%, Na 2CO 30.1~3%, K 2CO 30.1~5%, NaCl 0.1~0.2%, KCl 0.1~0.2%, MgCl 20.1~0.2%, NaF 0.1~0.8%, KF 0.1~1.2%, MgF 20.1~3%.
3. the method for utilizing iron tailings to produce concrete active admixture as claimed in claim 1, it is characterized in that the hydrothermal alteration reaction, when the good material of mix grinding being made adobe when using tunnel furnace or other brick-baking kiln to react, burning zone temperature is controlled at 600~900 ℃ in the kiln, is 3~8 hours in the reaction times of clinkering zone; Making diameter when the material that mix grinding is good is the pellet of 0.5~5cm when adopting calcined by rotary kiln, and then burning zone temperature is controlled at 700~800 ℃ in the kiln, is 10~60 minutes in the reaction times of clinkering zone; When adopting cyclone type suspension calcining reactor or flash calcination reactor, then the powder material that mix grinding is good does not need to make ball, granulation or agglomeration processing, directly enters reactor and reacts, and temperature of reaction is 600~800 ℃, and the reaction times was 1~20 second.
CNB2007101187119A 2007-07-12 2007-07-12 A kind of method of utilizing iron tailings to produce concrete active admixture Active CN100567194C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2007101187119A CN100567194C (en) 2007-07-12 2007-07-12 A kind of method of utilizing iron tailings to produce concrete active admixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2007101187119A CN100567194C (en) 2007-07-12 2007-07-12 A kind of method of utilizing iron tailings to produce concrete active admixture

Publications (2)

Publication Number Publication Date
CN101121579A true CN101121579A (en) 2008-02-13
CN100567194C CN100567194C (en) 2009-12-09

Family

ID=39084104

Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2007101187119A Active CN100567194C (en) 2007-07-12 2007-07-12 A kind of method of utilizing iron tailings to produce concrete active admixture

Country Status (1)

Country Link
CN (1) CN100567194C (en)

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101391868B (en) * 2008-10-17 2012-03-28 清华大学 Hydrothermal alternation pre-treatment process of inert salic material
CN102503266A (en) * 2011-10-25 2012-06-20 中国十五冶金建设集团有限公司 Light-weight heat-preservation wall body material mixed with iron tailings at large proportion and preparation method thereof
CN101348335B (en) * 2008-09-02 2012-07-11 北京科技大学 Method for preparing special concrete for high-performance concrete from magnet aposand stone iron tailings
CN102557563A (en) * 2011-12-19 2012-07-11 北京科技大学 Low-shrinkage full-tailing fine aggregate sleeper concrete and preparation method thereof
CN102659336A (en) * 2012-04-18 2012-09-12 中南大学 Modified limestone powder-based mineral admixture and preparation method thereof
CN103011638A (en) * 2012-10-24 2013-04-03 马朝阳 Method for producing cement by use of lead and zinc tailings
CN103359982A (en) * 2012-03-26 2013-10-23 中国矿业大学(北京) Sprayed concrete material prepared by using iron tailings
CN104163582A (en) * 2013-05-17 2014-11-26 厦门新安德矿产科技有限公司 Cement with magnetization reduction roasting iron tailing as mixing material, and preparation method thereof
CN107129166A (en) * 2017-04-01 2017-09-05 三明学院 A kind of green composite cement and preparation method thereof
CN107298537A (en) * 2017-06-12 2017-10-27 哈尔滨工业大学 A kind of multiplicity reactivation iron tailings sand supplementary cementitious material and preparation method thereof
CN108275895A (en) * 2018-03-09 2018-07-13 湖南科技大学 A kind of method that the slugging of suspension roasting coal gas prepares cementitious material
CN108585573A (en) * 2018-05-15 2018-09-28 北京建筑材料科学研究总院有限公司 Composite reactive for concrete blends preparation method for material
CN108892400A (en) * 2018-07-23 2018-11-27 中煤地质工程有限公司北京水工环地质勘查院 A kind of vanadium tailing cement admixture and the preparation method and application thereof
CN108892462A (en) * 2018-07-23 2018-11-27 中煤地质工程有限公司北京水工环地质勘查院 A method of high-strength concrete is prepared using granite barren rock and Low-silica iron ore tailings
CN110117172A (en) * 2019-05-22 2019-08-13 陕西新意达恒众混凝土有限公司 A kind of concrete and its production method
CN112094061A (en) * 2020-09-16 2020-12-18 张延年 Iron tailing based concrete admixture and preparation method thereof
CN112358215A (en) * 2020-11-20 2021-02-12 张延年 Multi-solid waste cement coupling admixture and preparation method thereof
CN112851168A (en) * 2021-01-25 2021-05-28 安徽马钢张庄矿业有限责任公司 High-silicon tailing composite admixture applied to concrete and preparation method thereof
CN113582574A (en) * 2021-07-21 2021-11-02 昆明理工大学 Admixture prepared by taking iron tailings, carbide slag and steel slag as main raw materials and preparation method thereof
CN115504754A (en) * 2022-10-18 2022-12-23 中铁大桥局集团有限公司 Steel pipe concrete based on solid waste expansion and preparation method thereof

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101348335B (en) * 2008-09-02 2012-07-11 北京科技大学 Method for preparing special concrete for high-performance concrete from magnet aposand stone iron tailings
CN101391868B (en) * 2008-10-17 2012-03-28 清华大学 Hydrothermal alternation pre-treatment process of inert salic material
CN102503266A (en) * 2011-10-25 2012-06-20 中国十五冶金建设集团有限公司 Light-weight heat-preservation wall body material mixed with iron tailings at large proportion and preparation method thereof
CN102503266B (en) * 2011-10-25 2013-04-10 中国十五冶金建设集团有限公司 Light-weight heat-preservation wall body material mixed with iron tailings at large proportion and preparation method thereof
CN102557563A (en) * 2011-12-19 2012-07-11 北京科技大学 Low-shrinkage full-tailing fine aggregate sleeper concrete and preparation method thereof
CN103359982B (en) * 2012-03-26 2015-07-01 中国矿业大学(北京) Sprayed concrete material prepared by using iron tailings
CN103359982A (en) * 2012-03-26 2013-10-23 中国矿业大学(北京) Sprayed concrete material prepared by using iron tailings
CN102659336A (en) * 2012-04-18 2012-09-12 中南大学 Modified limestone powder-based mineral admixture and preparation method thereof
CN103011638A (en) * 2012-10-24 2013-04-03 马朝阳 Method for producing cement by use of lead and zinc tailings
CN104163582B (en) * 2013-05-17 2018-05-22 厦门环资矿业科技股份有限公司 It is a kind of using Magnetization reductive roasting iron tailings as cement of mixing material and preparation method thereof
CN104163582A (en) * 2013-05-17 2014-11-26 厦门新安德矿产科技有限公司 Cement with magnetization reduction roasting iron tailing as mixing material, and preparation method thereof
CN107129166B (en) * 2017-04-01 2019-05-03 三明学院 A kind of green composite cement and preparation method thereof
CN107129166A (en) * 2017-04-01 2017-09-05 三明学院 A kind of green composite cement and preparation method thereof
CN107298537A (en) * 2017-06-12 2017-10-27 哈尔滨工业大学 A kind of multiplicity reactivation iron tailings sand supplementary cementitious material and preparation method thereof
CN108275895B (en) * 2018-03-09 2020-06-05 湖南科技大学 Method for preparing cementing material from suspension roasting coal gasification slag
CN108275895A (en) * 2018-03-09 2018-07-13 湖南科技大学 A kind of method that the slugging of suspension roasting coal gas prepares cementitious material
CN108585573A (en) * 2018-05-15 2018-09-28 北京建筑材料科学研究总院有限公司 Composite reactive for concrete blends preparation method for material
CN108892400A (en) * 2018-07-23 2018-11-27 中煤地质工程有限公司北京水工环地质勘查院 A kind of vanadium tailing cement admixture and the preparation method and application thereof
CN108892462A (en) * 2018-07-23 2018-11-27 中煤地质工程有限公司北京水工环地质勘查院 A method of high-strength concrete is prepared using granite barren rock and Low-silica iron ore tailings
CN110117172A (en) * 2019-05-22 2019-08-13 陕西新意达恒众混凝土有限公司 A kind of concrete and its production method
CN112094061A (en) * 2020-09-16 2020-12-18 张延年 Iron tailing based concrete admixture and preparation method thereof
CN112358215A (en) * 2020-11-20 2021-02-12 张延年 Multi-solid waste cement coupling admixture and preparation method thereof
CN112851168A (en) * 2021-01-25 2021-05-28 安徽马钢张庄矿业有限责任公司 High-silicon tailing composite admixture applied to concrete and preparation method thereof
CN113582574A (en) * 2021-07-21 2021-11-02 昆明理工大学 Admixture prepared by taking iron tailings, carbide slag and steel slag as main raw materials and preparation method thereof
CN115504754A (en) * 2022-10-18 2022-12-23 中铁大桥局集团有限公司 Steel pipe concrete based on solid waste expansion and preparation method thereof
CN115504754B (en) * 2022-10-18 2023-06-20 中铁大桥局集团有限公司 Steel pipe concrete based on solid waste expansion and preparation method thereof

Also Published As

Publication number Publication date
CN100567194C (en) 2009-12-09

Similar Documents

Publication Publication Date Title
CN100567194C (en) A kind of method of utilizing iron tailings to produce concrete active admixture
JP4700348B2 (en) Two-component wet cement, method for producing and using the same
CN103086620B (en) Gelatinizing agent suitable for unclassified tailing filling
CN101811838B (en) Cement production method
CN103145354B (en) Compound tailings solidifying agent of a kind of no first-hand datum and its preparation method and application
CN107721214A (en) A kind of high ferrous aluminate belite sulphoaluminate cement clinker and preparation method thereof
CN103159450B (en) Production method of foamed concrete block manufactured from steel slag
CN102093011A (en) Burning-free block brick prepared from bulky industrial waste residues
CN101367629A (en) Manufacture of sulphur aluminate cements with electrolytic manganesium residue and method of manufacturing the same
CN102659336A (en) Modified limestone powder-based mineral admixture and preparation method thereof
CN103435281A (en) Cement clinker and preparation process thereof
CN102173700A (en) Minimum inflation low heat silicate cement
CN105669072A (en) High performance concrete composite admixture produced by high silicon iron tailings
CN107555818A (en) A kind of cement with little clinker and preparation method
CN101580347B (en) Composite industrial residue mineralizer cement clinker
Palod et al. Review and suggestions on use of steel slag in concrete and its potential use as cementitious component combined with GGBS
CN108585560A (en) A kind of no first-hand datum high-performance cement prepared by metallurgical slag
CN103964717B (en) The raising method of iron tailings activity, the iron tailings of gained and application
CN104844022A (en) Low-calcium silicate cement clinker and preparation method of cement of clinker
CN105130217B (en) The method that electrolytic manganese residues ecologic active slag is managed with shaft kiln factory and office
CN104986974A (en) Method for preparing ecological active residues by treating electrolytic manganese residues by virtue of rotary kiln plant
Liu et al. Recycling and comprehensive utilization of yellow phosphorus slag in building materials: A review
CN107382107A (en) A kind of method for preparing sulphoaluminate cement clinker using magnesium slag, manganese slag
CN110818300A (en) Manganese slag super-sulfate cement and preparation method thereof
CN105130222B (en) Method of preparing special sulfate cementing material through treatment on electrolytic manganese residue in fluidized bed boiler

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: HEBEI JINTAICHENG BUILDING MATERIAL CO., LTD.

Free format text: FORMER OWNER: UNIVERSITY OF SCIENCE AND TECHNOLOGY BEIJING

Effective date: 20141231

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

Free format text: CORRECT: ADDRESS; FROM: 100083 HAIDIAN, BEIJING TO: 054103 XINGTAI, HEBEI PROVINCE

TR01 Transfer of patent right

Effective date of registration: 20141231

Address after: 054103, Jinma Industrial Zone, Baita Town, Shahe, Hebei, Xingtai

Patentee after: HEBEI JINTAICHENG BUILDING MATERIAL Co.,Ltd.

Address before: 100083 Haidian District, Xueyuan Road, No. 30,

Patentee before: University of Science and Technology Beijing

CP03 Change of name, title or address

Address after: 054103 East of Zhujinzi Village and South of Jinma Street, Baita Town, Shahe City, Xingtai City, Hebei Province

Patentee after: JINTAICHENG ENVIRONMENTAL RESOURCES STOCK Co.,Ltd.

Address before: 054103 Jinmaling Industrial Park, Baita Town, Shahe City, Xingtai, Hebei

Patentee before: HEBEI JINTAICHENG BUILDING MATERIAL Co.,Ltd.

CP03 Change of name, title or address
TR01 Transfer of patent right

Effective date of registration: 20221009

Address after: South of Jinma Street, East of Qunying Road, and North of Baota Street, Baita Town, Shahe City, Xingtai City, Hebei Province, 054199

Patentee after: Hebei Kehui Environmental Resources Co.,Ltd.

Address before: 054103 East of Zhujinzi Village and South of Jinma Street, Baita Town, Shahe City, Xingtai City, Hebei Province

Patentee before: JINTAICHENG ENVIRONMENTAL RESOURCES STOCK Co.,Ltd.

TR01 Transfer of patent right