CN103553493A - Construction waste micro-powder composite stabilized soil - Google Patents

Construction waste micro-powder composite stabilized soil Download PDF

Info

Publication number
CN103553493A
CN103553493A CN201310487953.0A CN201310487953A CN103553493A CN 103553493 A CN103553493 A CN 103553493A CN 201310487953 A CN201310487953 A CN 201310487953A CN 103553493 A CN103553493 A CN 103553493A
Authority
CN
China
Prior art keywords
cement
building waste
lime
micro mist
waste micro
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
CN201310487953.0A
Other languages
Chinese (zh)
Other versions
CN103553493B (en
Inventor
崔久传
李建勇
马雪英
程东惠
尚百雨
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.)
Beijing Teda Environmental Protection Technology Co Ltd
Original Assignee
BEIJING XINAO CONCRETE GROUP CO LTD
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 BEIJING XINAO CONCRETE GROUP CO LTD filed Critical BEIJING XINAO CONCRETE GROUP CO LTD
Priority to CN201310487953.0A priority Critical patent/CN103553493B/en
Publication of CN103553493A publication Critical patent/CN103553493A/en
Application granted granted Critical
Publication of CN103553493B publication Critical patent/CN103553493B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • 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 invention relates to construction waste micro-powder composite stabilized soil. The stabilized soil consists of the following components: dry soil, cement, lime, construction waste micro-powder and water at a mass ratio of 100:(2-8):(4-12):(4-10):(10-20). The construction waste micro-powder composite stabilized soil can be used for realizing mass utilization of construction waste micro-powder, relieving pollution of construction solid waste on environment, saving cement and lime, and saving natural resource and energy.

Description

Building waste micro mist comprehensive stable soil
Technical field
The invention belongs to pavement construction material technical field, be specifically related to a kind of comprehensive stable soil with building waste micro mist part place of cement and lime, for roadbase and subbase.
Background technology
Building waste is a kind of effectively construction refuse resource approach for the production of processing regenerated aggregate.But in the process of regeneration aggregate fragmentation, screening and particle shaping, inevitably can produce fine powder, these fine powders need screen out, otherwise can affect the quality of regeneration aggregate.Conventionally the fine powder of nominal particle diameter≤0.08mm in the regeneration aggregate course of processing is called to building waste micro mist, building waste micro mist accounts for 10% left and right of regeneration aggregate quality.Chemical analysis and XRD analysis show, the main component of building waste micro mist comprises a large amount of grout powder, part of cement stone granulate and a small amount of Wingdale fine particle, has lateral reactivity, so this part fine powder material can be used by research.The composite gelled material made from building waste micro mist place of cement or other mineral adulterant is for the existing a lot of reports of achievement in research of concrete aspect.But the Stabilized Soil that building waste micro mist is used for roadbase and subbase, correlative study and report are also seldom.
In Road construction, be located immediately in the basic unit and the subbase below basic unit under top course, use in a large number stabilized with inorganic binder soil.Wherein, with the compound that cement or lime obtain as certain native binder, be called cement stabilized soil and lime stabilized soil, use cement and lime as the compound of certain native binder, referred to as comprehensive stable soil simultaneously.At present, take the industrial residues such as flyash, cinder, slag is that main industrial waste is also widely applied in lime industrial residue Stabilized Soil.And building waste micro mist is as a kind of solid waste, to use it in Stabilized Soil, the secondary combined material as cement and lime, has a good application prospect too.
Summary of the invention
The present invention is using building waste micro mist as cement with the secondary combined material of lime, for comprehensive stable soil, and part place of cement and lime.The comprehensive stable soil unconfined compression strength obtaining meets the related request of < < highway road surface construction technique normalizing > > JTJ034 ?2000, and shrinkage performance is also better than common comprehensive stable soil.
The mass ratio of each component of building waste micro mist comprehensive stable soil involved in the present invention is as follows: dry ground: cement: lime: building waste micro mist: water=100:(2~8): (4~12): (4~10): (10~20).
Cement of the present invention is one or more in ordinary Portland cement, Portland blast furnace slag cement, Portland pozzolana cement, and cement mark is 325 or 425.
Lime of the present invention is one or more in calcareous unslaked lime, magnesia unslaked lime, calcareous slaked lime and magnesia slaked lime, effective calcium-magnesium content >=60% of calcareous unslaked lime and calcareous slaked lime wherein, effective calcium-magnesium content >=55% of magnesia unslaked lime and magnesia slaked lime.
One or more in waste cement concrete, waste cement mortar, discarded brick and tile and discarded architectural pottery of building waste of the present invention form.
Building waste micro mist of the present invention is that produce with milling equipment, nominal particle diameter≤0.08mm, specific surface area>=300m that above-mentioned building waste generates in being broken for regeneration aggregate or direct 2the powder material of/kg.
Dry ground of the present invention is that plasticity index is at more than 8 viscosity dry ground.
Water of the present invention is tap water (containing livestock drinking water).
The production method of building waste micro mist comprehensive stable soil of the present invention is: by weight proportion the material beyond dewatering is added in mixing machine, mix, after 3~5 minutes, adds water by weight proportion, then mix evenly.
The present invention can utilize building waste micro mist in a large number, reduces the pollution of building solid castoff to environment, saves cement and lime, saves natural resources and the energy.
Embodiment
In proper mass proportioning, be dry ground: on the basis of the comprehensive stable soil of cement: lime=100:4:8, with building waste micro mist, replace respectively 1 part of cement and 3 parts of lime, obtain the comprehensive stable soil proportioning of following concrete ratio.
Plasticity index is 12 clay: 100kg;
325 ordinary Portland cements: 3kg;
Calcareous slaked lime: 5kg;
Building waste micro mist: 4kg;
Tap water: 17.7kg
The maximum dry density of above Stabilized Soil is 1.76g/cm 3, optimum moisture content is 15.8%.Take in proportion above material, test method according to < < highway engineering stabilized with inorganic binder testing of materials rules > > (JTJ E51) regulation is made test specimen, compactness 99%.After maintenance 7 days, surveying its 7d unconfined compression strength is 2.6Mpa, and the coefficient of shrinkage is 62% of former proportioning comprehensive stable soil.
The production method of building waste micro mist comprehensive stable soil of the present invention is: by weight proportion the material beyond dewatering is added in mixing machine, mix, after 3~5 minutes, adds water by weight proportion, then mix evenly.

Claims (5)

1. a building waste micro mist comprehensive stable soil, is characterized in that, the mass ratio of each component is: dry ground: cement: lime: building waste micro mist: water=100:(2~8): (4~12): (4~10): (10~20).
2. building waste micro mist comprehensive stable soil as claimed in claim 1, is characterized in that, described cement is one or more in ordinary Portland cement, Portland blast furnace slag cement, Portland pozzolana cement, and cement mark is 325 or 425.
3. building waste micro mist comprehensive stable soil as claimed in claim 1, it is characterized in that, described lime is one or more in calcareous unslaked lime, magnesia unslaked lime, calcareous slaked lime and magnesia slaked lime, effective calcium-magnesium content >=60% of calcareous unslaked lime and calcareous slaked lime wherein, effective calcium-magnesium content >=55% of magnesia unslaked lime and magnesia slaked lime.
4. building waste micro mist comprehensive stable soil as claimed in claim 1, is characterized in that, one or more in waste cement concrete, waste cement mortar, discarded brick and tile and discarded architectural pottery of described building waste form; Described building waste micro mist is that produce with milling equipment, nominal particle diameter≤0.08mm, specific surface area>=300m that building waste generates in being broken for regeneration aggregate or direct 2the powder material of/kg.
5. building waste micro mist comprehensive stable soil as claimed in claim 1, is characterized in that, described dry ground is that plasticity index is at more than 8 viscosity dry ground.
CN201310487953.0A 2013-10-17 2013-10-17 Building waste micro mist comprehensive stable soil Active CN103553493B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310487953.0A CN103553493B (en) 2013-10-17 2013-10-17 Building waste micro mist comprehensive stable soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310487953.0A CN103553493B (en) 2013-10-17 2013-10-17 Building waste micro mist comprehensive stable soil

Publications (2)

Publication Number Publication Date
CN103553493A true CN103553493A (en) 2014-02-05
CN103553493B CN103553493B (en) 2015-09-30

Family

ID=50007913

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310487953.0A Active CN103553493B (en) 2013-10-17 2013-10-17 Building waste micro mist comprehensive stable soil

Country Status (1)

Country Link
CN (1) CN103553493B (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104177035A (en) * 2014-08-06 2014-12-03 首钢环境产业有限公司 Inorganic mixture
CN109942265A (en) * 2019-01-30 2019-06-28 北京首钢资源综合利用科技开发有限公司 A kind of roadbed material and its application using building waste processing product
CN111153663A (en) * 2020-01-19 2020-05-15 河南省公路工程局集团有限公司 Recycled powder hydraulic roadbed filling material and preparation method thereof
CN111187039A (en) * 2020-01-08 2020-05-22 安徽工业大学 Novel steel slag miscellaneous fill road base material and preparation method thereof
CN112341112A (en) * 2020-11-04 2021-02-09 首钢环境产业有限公司 Stabilized soil using construction waste as raw material and preparation method and application thereof
CN113480258A (en) * 2021-07-20 2021-10-08 太原市荣泰筑路材料有限公司 Low-shrinkage cement stabilized soil
GB2613146A (en) * 2021-11-17 2023-05-31 Shangdong Univ A kind of regenerative cement soil used for roadbed top

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1931774A (en) * 2006-08-24 2007-03-21 南京都市废弃物综合利用开发有限公司 Stabilized soil of regenerated building residue and lime and its prepn process
CN102518119A (en) * 2011-12-09 2012-06-27 李庆辉 Method for mixing soil stabilizer stabilized soil

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1931774A (en) * 2006-08-24 2007-03-21 南京都市废弃物综合利用开发有限公司 Stabilized soil of regenerated building residue and lime and its prepn process
CN102518119A (en) * 2011-12-09 2012-06-27 李庆辉 Method for mixing soil stabilizer stabilized soil

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104177035A (en) * 2014-08-06 2014-12-03 首钢环境产业有限公司 Inorganic mixture
CN109942265A (en) * 2019-01-30 2019-06-28 北京首钢资源综合利用科技开发有限公司 A kind of roadbed material and its application using building waste processing product
CN111187039A (en) * 2020-01-08 2020-05-22 安徽工业大学 Novel steel slag miscellaneous fill road base material and preparation method thereof
CN111153663A (en) * 2020-01-19 2020-05-15 河南省公路工程局集团有限公司 Recycled powder hydraulic roadbed filling material and preparation method thereof
CN112341112A (en) * 2020-11-04 2021-02-09 首钢环境产业有限公司 Stabilized soil using construction waste as raw material and preparation method and application thereof
CN113480258A (en) * 2021-07-20 2021-10-08 太原市荣泰筑路材料有限公司 Low-shrinkage cement stabilized soil
GB2613146A (en) * 2021-11-17 2023-05-31 Shangdong Univ A kind of regenerative cement soil used for roadbed top

Also Published As

Publication number Publication date
CN103553493B (en) 2015-09-30

Similar Documents

Publication Publication Date Title
CN103553493B (en) Building waste micro mist comprehensive stable soil
CN104193202B (en) A kind of high-moisture-retention cement
Peng et al. Preparation, characterization, and application of an eco-friendly sand-fixing material largely utilizing coal-based solid waste
CN110734257A (en) Preparation method of high impervious concrete
CN108516781A (en) A kind of ardealite cement graded broken stone stabilized zone and preparation method thereof
CN103332892A (en) Industrial waste residue dry-mixed mortar
CN112851156B (en) C25-grade alkali-activated silicon-aluminum all-solid waste concrete and preparation method thereof
CN103274613A (en) Cementing material for preparing road base material through using brick and concrete building wastes, and application thereof
CN110590294A (en) Regenerated powder concrete with good durability and preparation method thereof
CN108341637A (en) It is a kind of using light ceramic as the assembled inner partition plate of aggregate
CN105060786A (en) Feldspar waste material concrete and preparation method thereof
CN106186959B (en) A kind of regenerative micro powder mortar and preparation method thereof
Wang et al. Safe environmentally friendly reuse of red mud modified phosphogypsum composite cementitious material
CN113698164A (en) Anti-cracking and anti-settling road water-stable layer material and preparation method thereof
CN103992071B (en) Fabrication process for producing concrete brick by using polished tile waste residue
CN103723975B (en) Rapid-hardening steel slag mortar capable of being constructed by spraying
CN113620655B (en) Curing agent of tailing-based building muck water-stable layer base material
CN105541217A (en) Impermeable concrete prepared from steel slags
CN101412595A (en) Method for preparing concrete admixture from kaoline tailing
CN103420650A (en) Method of processing magnet tailings by utilizing soil curing agent
Yan et al. Study on preparation and performance of steel slag asphalt mixture based on steel slag aggregate
CN111943544A (en) Plastic concrete and preparation method thereof
CN110818339A (en) Preparation method of light high-impermeability concrete
Patankar et al. Effect of concentration of alkaline solutions on the development of geopolymer mortar
CN102060496B (en) Rock ballast powder aerated concrete and preparation method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20151210

Address after: 102200 Beijing City, Changping District Yang Fang Zhen Shi Jia Qiao Cun four history Road No. 603

Patentee after: BEIJING YUANTAIDA ENVIRONMENTAL PROTECTION BUILDING MATERIAL TECHNOLOGY CO., LTD.

Address before: 100176 Beijing City three Chaoyang District Xiaohongmen Township Taishan a No.

Patentee before: Beijing Xinao Concrete Group Co.,Ltd.

C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 102200 Beijing City, Changping District Yang Fang Zhen Shi Jia Qiao Cun four history Road No. 603

Patentee after: Beijing TEDA Environmental Protection Technology Co., Ltd.

Address before: 102200 Beijing City, Changping District Yang Fang Zhen Shi Jia Qiao Cun four history Road No. 603

Patentee before: BEIJING YUANTAIDA ENVIRONMENTAL PROTECTION BUILDING MATERIAL TECHNOLOGY CO., LTD.

PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Construction waste micro-powder composite stabilized soil

Effective date of registration: 20160506

Granted publication date: 20150930

Pledgee: Lin Qing

Pledgor: Beijing TEDA Environmental Protection Technology Co., Ltd.

Registration number: 2016990000361

PLDC Enforcement, change and cancellation of contracts on pledge of patent right or utility model
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20160614

Granted publication date: 20150930

Pledgee: Lin Qing

Pledgor: Beijing TEDA Environmental Protection Technology Co., Ltd.

Registration number: 2016990000361

PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: Construction waste micro-powder composite stabilized soil

Effective date of registration: 20160614

Granted publication date: 20150930

Pledgee: Hunchun phoenix tree equity investment centre (limited partnership)

Pledgor: Beijing TEDA Environmental Protection Technology Co., Ltd.

Registration number: 2016990000481

PLDC Enforcement, change and cancellation of contracts on pledge of patent right or utility model
PP01 Preservation of patent right
PP01 Preservation of patent right

Effective date of registration: 20170721

Granted publication date: 20150930

PD01 Discharge of preservation of patent
PD01 Discharge of preservation of patent

Date of cancellation: 20200721

Granted publication date: 20150930