CN101665344A - Highway subgrade material containing coal slag and fly ash - Google Patents

Highway subgrade material containing coal slag and fly ash Download PDF

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Publication number
CN101665344A
CN101665344A CN200910034460A CN200910034460A CN101665344A CN 101665344 A CN101665344 A CN 101665344A CN 200910034460 A CN200910034460 A CN 200910034460A CN 200910034460 A CN200910034460 A CN 200910034460A CN 101665344 A CN101665344 A CN 101665344A
Authority
CN
China
Prior art keywords
flyash
cinder
highway subgrade
highway
subgrade material
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
CN200910034460A
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Chinese (zh)
Inventor
韩勇
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN200910034460A priority Critical patent/CN101665344A/en
Publication of CN101665344A publication Critical patent/CN101665344A/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
    • C04B28/02Compositions 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
    • C04B28/08Slag cements
    • 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
    • C04B28/14Compositions 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 calcium sulfate cements
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention relates to a highway subgrade material, in particular to a highway subgrade material which contains the coal slag and the fly ash and is mainly manufactured from residual coal slag and fly ash produced in the production process of thermal power plants and coal enterprises, and belongs to the technical field of highway building materials. The highway subgrade material is mainly manufactured from the residual coal slag and the fly ash produced in the production process of the thermal power plants and the coal enterprises by incorporating a small amount of lime, plaster, sand or soil through stirring, spreading and compacting. The subgrade material is easily obtained, can effectively use the leftovers of thermal power and coal enterprises, changes waste into valuables, conformsto the requirement of environmental protection, lowers the highway construction cost, and ensures the pavement quality.

Description

A kind of highway subgrade material that contains cinder, flyash
Technical field
The present invention relates to a kind of highway subgrade material, specifically relating to a kind of heat power plant and the remaining cinder of coal enterprise's production process, flyash of utilizing is main a kind of highway subgrade material that contains cinder, flyash of making, belongs to highway structure material technology field.
Background technology
At present, along with The development in society and economy, road construction is also in pick up speed, and the highway subgrade material therefor adopts rubble, concrete or pseudo-ginseng soil or cement, flyash, sandstone compound mostly, in building highway, adopt above-mentioned materials, the cost height, intensity is low, and returns slurry easily, be difficult to guarantee construction quality, cause the road surface promptly need study for a second time courses one has flunked, bring a very big difficult problem, do not have good terms of settlement so far to pavement maintenance once weight.
Summary of the invention
The objective of the invention is for overcoming above-mentioned the deficiencies in the prior art part, a kind of highway subgrade material that contains cinder, flyash is provided, this roadbed material utilizes heat power plant and the remaining cinder of coal enterprise's production process, flyash to be the master, mix a small amount of lime, gypsum, sand or soil through stir, pave, the material of compacting.This roadbed material is easily got, and can effectively utilize the tankage of thermoelectricity, coal enterprise, turns waste into wealth, and compliance with environmental protection requirements reduces the highway construction cost, guarantees pavement quality.
The present invention realizes with following technical scheme: a kind of highway subgrade material that contains cinder, flyash is characterized in that: this roadbed material comprises the following material of forming by weight: cinder 40-90 part flyash 20-60 part lime 15-20 part sand 15-30 part water 10-20 part.
Described roadbed material also can add a small amount of gypsum, or substitutes flyash with a small amount of soil.
The described preparation method who contains the highway subgrade material of cinder, flyash is characterized in that: cinder, flyash, lime, sand, water admixed in proportion stirred, pave evenly by paver after, the street roller compacting gets final product.
Advantage of the present invention is: this roadbed material is easily got, and can effectively utilize the tankage of thermoelectricity, coal enterprise, turns waste into wealth, and compliance with environmental protection requirements reduces the highway construction cost, guarantees pavement quality.
Embodiment
Below in conjunction with embodiment the present invention is described in further detail:
Embodiment 1,
A kind of highway subgrade material that contains cinder, flyash is characterized in that: this roadbed material comprises the following material of forming by weight: 10 parts in 15 parts of water of 15 parts of sands of 20 parts of lime of 40 parts of flyash of cinder.
Described roadbed material also can add a small amount of gypsum, or substitutes flyash with a small amount of soil.
The described preparation method who contains the highway subgrade material of cinder, flyash is characterized in that: cinder, flyash, lime, sand, water admixed in proportion stirred, pave evenly by paver after, the street roller compacting gets final product.
Embodiment 2,
A kind of highway subgrade material that contains cinder, flyash is characterized in that: this roadbed material comprises the following material of forming by weight: 15 parts in 17 parts of water of 17 parts of sands of 50 parts of lime of 70 parts of flyash of cinder.
Described roadbed material also can add a small amount of gypsum, or substitutes flyash with a small amount of soil.
The described preparation method who contains the highway subgrade material of cinder, flyash is characterized in that: cinder, flyash, lime, sand, water admixed in proportion stirred, pave evenly by paver after, the street roller compacting gets final product.
Embodiment 3,
A kind of highway subgrade material that contains cinder, flyash is characterized in that: this roadbed material comprises the following material of forming by weight: 20 parts in 30 parts of water of 20 parts of sands of 60 parts of lime of 90 parts of flyash of cinder.
Described roadbed material also can add a small amount of gypsum, or substitutes flyash with a small amount of soil.
The described preparation method who contains the highway subgrade material of cinder, flyash is characterized in that: cinder, flyash, lime, sand, water admixed in proportion stirred, pave evenly by paver after, the street roller compacting gets final product.

Claims (3)

1, a kind of highway subgrade material that contains cinder, flyash is characterized in that: this roadbed material comprises the following material of forming by weight: cinder 40-90 part flyash 20-60 part lime 15-20 part sand 15-30 part water 10-20 part.
2, a kind of highway subgrade material that contains cinder, flyash according to claim 1, it is characterized in that: described roadbed material also can add a small amount of gypsum, or substitutes flyash with a small amount of soil.
3, the described preparation method who contains the highway subgrade material of cinder, flyash of a kind of claim 1 is characterized in that: cinder, flyash, lime, sand, water admixed in proportion stirred, pave evenly by paver after, the street roller compacting gets final product.
CN200910034460A 2009-08-29 2009-08-29 Highway subgrade material containing coal slag and fly ash Pending CN101665344A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200910034460A CN101665344A (en) 2009-08-29 2009-08-29 Highway subgrade material containing coal slag and fly ash

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200910034460A CN101665344A (en) 2009-08-29 2009-08-29 Highway subgrade material containing coal slag and fly ash

Publications (1)

Publication Number Publication Date
CN101665344A true CN101665344A (en) 2010-03-10

Family

ID=41802153

Family Applications (1)

Application Number Title Priority Date Filing Date
CN200910034460A Pending CN101665344A (en) 2009-08-29 2009-08-29 Highway subgrade material containing coal slag and fly ash

Country Status (1)

Country Link
CN (1) CN101665344A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102211904A (en) * 2011-04-02 2011-10-12 福建工程学院 Road base course utilizing municipal solid waste incineration residue and manufacturing method thereof
CN109437792A (en) * 2018-11-16 2019-03-08 亚洲硅业(青海)有限公司 A kind of processing method of the solid waste of roadbed material, preparation method and polysilicon production process
CN113683386A (en) * 2021-07-19 2021-11-23 梁政 Fly ash-cinder cementing material and preparation method thereof
CN114292055A (en) * 2022-01-05 2022-04-08 国能生物发电集团有限公司 Light roadbed filling material and preparation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102211904A (en) * 2011-04-02 2011-10-12 福建工程学院 Road base course utilizing municipal solid waste incineration residue and manufacturing method thereof
CN102211904B (en) * 2011-04-02 2013-04-03 福建工程学院 Road base course utilizing municipal solid waste incineration residue and manufacturing method thereof
CN109437792A (en) * 2018-11-16 2019-03-08 亚洲硅业(青海)有限公司 A kind of processing method of the solid waste of roadbed material, preparation method and polysilicon production process
CN113683386A (en) * 2021-07-19 2021-11-23 梁政 Fly ash-cinder cementing material and preparation method thereof
CN114292055A (en) * 2022-01-05 2022-04-08 国能生物发电集团有限公司 Light roadbed filling material and preparation method thereof

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C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20100310