CN106810188A - A kind of kimberlite tailing composite and preparation method thereof - Google Patents

A kind of kimberlite tailing composite and preparation method thereof Download PDF

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Publication number
CN106810188A
CN106810188A CN201611234217.4A CN201611234217A CN106810188A CN 106810188 A CN106810188 A CN 106810188A CN 201611234217 A CN201611234217 A CN 201611234217A CN 106810188 A CN106810188 A CN 106810188A
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CN
China
Prior art keywords
tailing
aqueous solution
kimberlite
composite
kimberlite tailing
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
Application number
CN201611234217.4A
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Chinese (zh)
Inventor
沈向军
卢思桥
黄磊昌
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.)
DALIAN GREEN PINES ECOLOGICAL WISDOM TECHNOLOGY Co Ltd
Original Assignee
DALIAN GREEN PINES ECOLOGICAL WISDOM TECHNOLOGY Co Ltd
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Filing date
Publication date
Application filed by DALIAN GREEN PINES ECOLOGICAL WISDOM TECHNOLOGY Co Ltd filed Critical DALIAN GREEN PINES ECOLOGICAL WISDOM TECHNOLOGY Co Ltd
Priority to CN201611234217.4A priority Critical patent/CN106810188A/en
Publication of CN106810188A publication Critical patent/CN106810188A/en
Pending legal-status Critical Current

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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
    • C04B28/24Compositions 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 alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26Silicates of the alkali metals
    • 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
    • C04B18/12Waste materials; Refuse from quarries, mining or the like
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/06Oxides, Hydroxides
    • C04B22/062Oxides, Hydroxides of the alkali or alkaline-earth metals
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
    • 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 puies forward a kind of preparation method of kimberlite tailing composite, comprises the following steps:(1) it is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium silicate aqueous solution, stir about 1 minute;(2) sodium hydrate aqueous solution, stir about 1 minute is added to obtain kimberlite tailing composite.The present invention solve kimberlite tailing because of accumulation and caused by landslide, dust pollution etc., the building material product of making is applied, and cost is greatly reduced, the cement products of alternative non-structural part, and preparation method is simple.Present invention is equally applicable to copper tailing, golden mine tailing, iron tailings, granite, quartz sand mine tailing, red mud, sea sand etc..

Description

A kind of kimberlite tailing composite and preparation method thereof
Technical field
The invention belongs to building materials technical field of composite materials, and in particular to a kind of kimberlite tailing composite and its system Preparation Method.
Background technology
Dalian Diamond Deposit is piled up substantial amounts of kimberlite tailing, and the comprehensive reutilization problem of kimberlite tailing is Receive much attention.For a long time, people have done substantial amounts of trial, are that raw material makes floor tile with cement, sand and kimberlite tailing Deng, or insufficient strength, or using there is cracking phenomena after a period of time, it was demonstrated that this kind of application process is infeasible.And gold primary Sharp rock mine tailing is constantly piled up and can cause landslide, dust pollution etc..
In preparing composite using mine tailing in the prior art, mine tailing is often used as inserts, and treated mine tailing can As cement, watt, the raw material of air entrained concrete, refractory material, glass, haydite, concrete aggregate etc., CHARACTERISTICS OF TAILINGS SAND can substitute The Machine-made Sand of a part be used for making concrete, build highway, ground surface material etc..
The content of the invention
In order to solve the above-mentioned technical problem, the present invention provides a kind of preparation method of kimberlite tailing composite, real Now turn waste into wealth, and simple production process, low cost, the cement products of alternative non-structural part.
A kind of preparation method of kimberlite tailing composite, comprises the following steps:
(1) it is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium metasilicate water-soluble Liquid, stir about 1 minute;(2) sodium hydrate aqueous solution is added, stir about 1 minute, material is in flow-like, is internally formed sial four Face body structure, obtains kimberlite tailing composite;
By weight, kimberlite tailing 3.33-7.18 parts, flyash is 3.08-5 parts, 1 part of sodium silicate aqueous solution, Sodium hydrate aqueous solution 0.41-1.25 parts, the mass fraction of sodium metasilicate is 40%, the hydroxide in the sodium silicate aqueous solution The mass fraction of NaOH is 42% in sodium water solution.
It is preferred that flyash 3.33-5 parts, the composite material strength for so obtaining is high.
Mixing speed is 62-125r/min.
The present invention also provides a kind of kimberlite tailing composite prepared by the above method.
The beneficial effects of the invention are as follows:
It is Material synthesis composite that the present invention uses kimberlite tailing, flyash and alkali-activator, with traditional alkali Property exciting agent it is different, compound use sodium silicate aqueous solution and sodium hydrate aqueous solution are used as alkali-activator (NaOH first It is what in the market was commonly used with sodium silicate solution, low cost is practical), and sodium metasilicate is first added in preparation process The aqueous solution, material conglomeration adds NaOH mixed solution.In addition, applied in kimberlite tailing first, due to producing Depolymerization, aggregation form sial tetrahedral structure, and the composite material strength being made greatly improves, 3 days intensity up to 30Mpa, , up to 40MPa, 74 days up to 50Mpa 36 days intensity, it is to avoid hydrated reaction of cement and the freeze thawing that causes.Solve Kimberley Rock mine tailing because of accumulation and caused by landslide, dust pollution etc., the building material product of making is applied, and cost is greatly reduced, The cement products of alternative non-structural part.Present invention is equally applicable to copper tailing, golden mine tailing, iron tailings, granite, quartz sand Mine tailing, red mud, sea sand etc..
Specific embodiment
The present invention is using flyash and oxide components and content (mass percent) analysis in table 1 in the mine tailing of Kimberley.
The flyash of table 1 and kimberlite tailing oxide analysis (unit %)
Title Cao Mgo Mno Sro Bao
Flyash 57.48 24.11 3.96 2.26 6.38 0.30 2.39 2.02 0.17 1.08 0.08 0.12 0.08
Kimberlite 47.56 7.37 4.95 0.89 6.87 1.15 17.41 0.88 0.40 0.90 0.09 0.04 0.17
Embodiment 1
It is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium silicate aqueous solution, Stirring 1 minute or so, mixing speed is 62-125r/min, material conglomeration;(2) sodium hydrate aqueous solution is added, is stirred 1 minute Left and right, mixing speed is 62-125r/min, and material is in flow-like, forms sial tetrahedral structure, obtains kimberlite tailing and answers Condensation material;
By weight, 4 parts of the kimberlite tailing, 4 parts of flyash, 1 part of sodium silicate aqueous solution, NaOH is water-soluble 0.94 part of liquid, the mass fraction of sodium metasilicate is 40% in the sodium silicate aqueous solution, and sodium metasilicate modulus is 3.1-3.4, adds hydrogen The mass fraction of NaOH is 42% in aqueous solution of sodium oxide, solute ratio (sodium silicate aqueous solution and sodium hydrate aqueous solution Mass ratio) it is 1.06, molten gray scale (quality sum of sodium silicate aqueous solution and sodium hydrate aqueous solution and kimberlite tailing and powder The ratio between quality sum of coal ash) it is 0.24, silicon is with the mass ratio of aluminium element in the kimberlite tailing composite for obtaining 3.04。
7 days intensity is 37.5MPa after tested.
Embodiment 2
It is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium silicate aqueous solution, Stirring 1 minute or so, mixing speed is 62-125r/min, material conglomeration;(2) sodium hydrate aqueous solution is added, 1 point is stirred Clock or so, mixing speed is 62-125r/min, and material is in flow-like, forms sial tetrahedral structure, obtains kimberlite tailing Composite;
By weight, 5 parts of the kimberlite tailing, 5 parts of flyash, 1 part of sodium silicate aqueous solution, NaOH is water-soluble 1.16 parts of liquid, the mass fraction of sodium metasilicate is 40% in the sodium silicate aqueous solution, and sodium metasilicate modulus is 3.1-3.4, adds hydrogen The mass fraction of NaOH is 42% in aqueous solution of sodium oxide, solute ratio is 0.86, and molten gray scale is 0.22, the gold primary for obtaining Silicon and the mass ratio of aluminium element are 3.0 in sharp rock mine tailing composite.
36 days intensity is 39.2MPa after tested, and 74 days intensity is 46.4MPa.
Embodiment 3
It is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium silicate aqueous solution, Stirring 1 minute or so, mixing speed is 62-125r/min, material conglomeration;(2) sodium hydrate aqueous solution is added, 1 point is stirred Clock or so, mixing speed is 62-125r/min, and material is in flow-like, forms sial tetrahedral structure, obtains kimberlite tailing Composite;
By weight, 7.18 parts of the kimberlite tailing, 3.08 parts of flyash, 1 part of sodium silicate aqueous solution, hydroxide 1.03 parts of sodium water solution, the mass fraction of sodium metasilicate is 40% in the sodium silicate aqueous solution, and sodium metasilicate modulus is 3.1-3.4, The mass fraction for adding NaOH in sodium hydrate aqueous solution is 42%, and solute ratio is 0.97, and molten gray scale is 0.20, is obtained Silicon and the mass ratio of aluminium element are 3.66 in kimberlite tailing composite.
74 days intensity is 29.2MPa after tested.
Embodiment 4
It is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium silicate aqueous solution, Stirring 1 minute or so, mixing speed is 62-125r/min, material conglomeration;(2) sodium hydrate aqueous solution is added, 1 point is stirred Clock or so, mixing speed is 62-125r/min, and material is in flow-like, forms sial tetrahedral structure, obtains kimberlite tailing Composite;
By weight, 3.33 parts of the kimberlite tailing, 3.33 parts of flyash, 1 part of sodium silicate aqueous solution, hydroxide 0.41 part of sodium water solution, the mass fraction of sodium metasilicate is 40% in the sodium silicate aqueous solution, and sodium metasilicate modulus is 3.1-3.4, The mass fraction for adding NaOH in sodium hydrate aqueous solution is 42%, and solute ratio is 2.44, and molten gray scale is 0.21, is obtained Silicon and the mass ratio of aluminium element are 3.08 in kimberlite tailing composite.
Kimberley mine tailing is replaced by copper tailing, golden mine tailing, iron tailings, granite, quartz sand mine tailing, red mud or sea sand, Composite can also be formed, the intensity of kimberlite composite is higher, and performance is more stable.
Kimberlite tail can not be obtained using single alkali-activator (sodium hydrate aqueous solution or sodium silicate aqueous solution) Ore deposit composite, even if using sodium hydrate aqueous solution and sodium silicate aqueous solution as alkali-activator, but change sodium metasilicate Solution can not obtain kimberlite tailing composite with the order of addition of NaOH.

Claims (2)

1. a kind of preparation method of kimberlite tailing composite, it is characterised in that:Comprise the following steps:
(1) it is more than 10 DEG C in environment temperature, kimberlite tailing is well mixed with flyash, adds sodium silicate aqueous solution, Stir about 1 minute;(2) sodium hydrate aqueous solution, stir about 1 minute is added to obtain kimberlite tailing composite;
By weight, kimberlite tailing 3.33-7.18 parts, flyash 3.08-5 parts, 1 part of sodium silicate aqueous solution, hydroxide Sodium water solution 0.41-1.25 parts, the mass fraction of sodium metasilicate is 40% in the sodium silicate aqueous solution, and the NaOH is water-soluble The mass fraction of NaOH is 42% in liquid.
2. a kind of preparation method of kimberlite tailing composite as claimed in claim 1, it is characterised in that:Flyash 3.33-5 parts.
CN201611234217.4A 2016-12-28 2016-12-28 A kind of kimberlite tailing composite and preparation method thereof Pending CN106810188A (en)

Priority Applications (1)

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Cited By (6)

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Publication number Priority date Publication date Assignee Title
CN108883985A (en) * 2016-02-19 2018-11-23 代表亚利桑那大学的亚利桑那校董会 Construction material and forming method thereof with improved intensity and water resistance
CN109289726A (en) * 2018-11-19 2019-02-01 大连青松智慧生态科技有限公司 A kind of curing method of serious pollution liquid
CN109534704A (en) * 2018-12-07 2019-03-29 临沂宏艺科技发展有限公司 A kind of Making Use of Tailings preparing cement using golden tailing utilizes method
CN110615645A (en) * 2019-10-21 2019-12-27 山东鸿琨住工科技有限公司 Flint clay tailing concrete for prefabricated member and preparation method thereof
CN111233360A (en) * 2020-01-16 2020-06-05 湖北三鑫金铜股份有限公司 Method for preparing geopolymer-based recycled aggregate from micro-fine particle copper tailings
US11040912B2 (en) 2015-10-20 2021-06-22 Arizona Board Of Regents On Behalf Of The University Of Arizona Fly ash-containing construction material with improved strength and water resistance and methods of forming the same

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11040912B2 (en) 2015-10-20 2021-06-22 Arizona Board Of Regents On Behalf Of The University Of Arizona Fly ash-containing construction material with improved strength and water resistance and methods of forming the same
CN108883985A (en) * 2016-02-19 2018-11-23 代表亚利桑那大学的亚利桑那校董会 Construction material and forming method thereof with improved intensity and water resistance
US11267755B2 (en) 2016-02-19 2022-03-08 Arizona Board Of Regents On Behalf Of The University Of Arizona Construction material with improved strength and water resistance and methods of forming the same
CN109289726A (en) * 2018-11-19 2019-02-01 大连青松智慧生态科技有限公司 A kind of curing method of serious pollution liquid
CN109534704A (en) * 2018-12-07 2019-03-29 临沂宏艺科技发展有限公司 A kind of Making Use of Tailings preparing cement using golden tailing utilizes method
CN110615645A (en) * 2019-10-21 2019-12-27 山东鸿琨住工科技有限公司 Flint clay tailing concrete for prefabricated member and preparation method thereof
CN111233360A (en) * 2020-01-16 2020-06-05 湖北三鑫金铜股份有限公司 Method for preparing geopolymer-based recycled aggregate from micro-fine particle copper tailings

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Application publication date: 20170609