CN107117923A - Consumer waste incineration slag is in highway road surface integrated application - Google Patents

Consumer waste incineration slag is in highway road surface integrated application Download PDF

Info

Publication number
CN107117923A
CN107117923A CN201710426120.1A CN201710426120A CN107117923A CN 107117923 A CN107117923 A CN 107117923A CN 201710426120 A CN201710426120 A CN 201710426120A CN 107117923 A CN107117923 A CN 107117923A
Authority
CN
China
Prior art keywords
incineration slag
consumer waste
waste incineration
road surface
lime
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
CN201710426120.1A
Other languages
Chinese (zh)
Inventor
陈永兴
陈国兴
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.)
Shanghai Hundred New Materials Polytron Technologies Inc
Original Assignee
Shanghai Hundred New Materials Polytron Technologies Inc
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 Shanghai Hundred New Materials Polytron Technologies Inc filed Critical Shanghai Hundred New Materials Polytron Technologies Inc
Priority to CN201710426120.1A priority Critical patent/CN107117923A/en
Publication of CN107117923A publication Critical patent/CN107117923A/en
Pending legal-status Critical Current

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
    • 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
    • C04B28/18Compositions 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 mixtures of the silica-lime type
    • 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
    • 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
    • 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

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

Consumer waste incineration slag belongs to construction material applied technical field in highway road surface integrated application.Appropriate incineration slag is filled in lime fly ash comprehensive stability material, consumer waste incineration slag is mutually mixed thoroughly with gathering materials, then makes itself and the mutual mix of inorganic stabilizers material, is used in subgrade and pavement.Compared with common lime fine coal ash broken stones stabilizing material, under the same terms, the maximum dry density of lime fly ash incineration slag rubble, unconfined compressive strength has slightly reduces, early stage drying shrinkage has increased, but its rubble consumption is greatly reduced, greatly reduces production cost and remain to meet engineering design quality requirement.

Description

Consumer waste incineration slag is in highway road surface integrated application
Technical field
The invention belongs to construction material applied technical field, and in particular to consumer waste incineration slag is comprehensive in highway road surface Close application.
Background technology
The utilization of resources approach of burning city domestic garbage slag mainly has building for Landfill and roadbed, embankment etc. Filler is built, current incineration slag preconditioning technique mainly has:Screening, magnetic separation, vortex sorting, aging.Treatment technology has:Extract/return Receive, the heat treating process, curing/stabilizing and evaporative crystallization etc. such as vitrifying, melting.Its environmental condition utilized is also limited simultaneously System, it is more than more than 20 meters and higher than highest level of ground water using distance drinking water source, increases the pollution to environment.
The content of the invention
To overcome the defect present in prior art, the present invention provides consumer waste incineration slag and integrated in highway road surface Using can solve the problem that above-mentioned technical problem.
The invention solves the problems that the technical scheme that its technical problem is used is:Design for life refuse incineration slag is in highway pavement Basic unit's integrated application, appropriate incineration slag is filled in lime fly ash comprehensive stability material, by consumer waste incineration slag and collection Material is mutually mixed thoroughly, then makes itself and the mutual mix of inorganic stabilizers material, is used in subgrade and pavement.
It is preferred that, the primary raw material of described lime fly ash comprehensive stability material includes lime, flyash, house refuse Incineration slag and gather materials.
It is preferred that, the consumption (mass fraction) of each raw material is:
It is preferred that, the consumption (mass fraction) of each raw material is:
The present invention is had an advantageous effect in that:
1st, the present invention fill appropriate incineration slag in lime fly ash comprehensive stability material, by consumer waste incineration slag with Gather materials and mutually mix thoroughly, then make itself and the mutual mix of inorganic stabilizers material, use in subgrade and pavement.It is broken with common lime flyash Stone stabilizing material is compared, under the same terms, and maximum dry density, the unconfined compressive strength of lime fly ash incineration slag rubble have Slightly reduce, early stage drying shrinkage has increased, but its rubble consumption is greatly reduced, and greatly reduces production cost and remains to meet Engineering design quality requirement.
Embodiment
Embodiment one
Consumer waste incineration slag is filled suitable in highway road surface integrated application in lime fly ash comprehensive stability material The incineration slag of amount, consumer waste incineration slag is mutually mixed thoroughly with gathering materials, then makes itself and the mutual mix of inorganic stabilizers material, is used In subgrade and pavement.
The primary raw material of described lime fly ash comprehensive stability material includes lime, flyash, consumer waste incineration slag With gather materials.
The consumption (mass fraction) of each raw material is:
Embodiment two
Consumer waste incineration slag is filled suitable in highway road surface integrated application in lime fly ash comprehensive stability material The incineration slag of amount, consumer waste incineration slag is mutually mixed thoroughly with gathering materials, then makes itself and the mutual mix of inorganic stabilizers material, is used In subgrade and pavement.
The primary raw material of described lime fly ash comprehensive stability material includes lime, flyash, consumer waste incineration slag With gather materials.
The consumption (mass fraction) of each raw material is:
Embodiment three
Consumer waste incineration slag is filled suitable in highway road surface integrated application in lime fly ash comprehensive stability material The incineration slag of amount, consumer waste incineration slag is mutually mixed thoroughly with gathering materials, then makes itself and the mutual mix of inorganic stabilizers material, is used In subgrade and pavement.
The primary raw material of described lime fly ash comprehensive stability material includes lime, flyash, consumer waste incineration slag With gather materials.
The consumption (mass fraction) of each raw material is:
According to JTG/T F20-2015《Highway road surface construction technology detailed rules and regulations》Middle relevant regulations, lime fly ash is integrated The ratio recommendation of lime and flyash is 1 in stabilizing material:2~1:4, lime fly ash total amount is with the ratio recommendation gathered materials 15:85~20:80.Under appropriate lime and flyash ratio, the incineration slag of different addition quantity is added in gathering materials, it is met Aggregate grading requirement, aggregate particle compositing range is as shown in the table:
The macadam gradating particle compositing range of table 1
In order to substitute rubble with incineration slag to greatest extent, and matched somebody with somebody using specification intermediate value as target level, by adding into incineration slag Plus the method for rubble adjusts the particle diameter compositing range of mixture particle.The particle composition of incineration slag rubble after adjustment is being met While specification the volume of incineration slag in compound can be made to be up to more than 75%.Determine lime fly ash incineration slag rubble steady Determine material maximum dry density and optimum moisture content, carry out lime fly ash incineration slag rubble stabilizing material and lime fly ash rubble Stabilizing material unconfined compression strength test, with JTG/T F20-2015《Highway road surface construction technology detailed rules and regulations》Middle correlation will Ask and compare, its feasibility of overall merit.Relevant criterion is required shown in table 2.
The compressive strength standard of the lime fly ash macadam-aggregate mix of table 2
Aspect Two grades and two grades to get down the highway Highway and Class I highway
Basic unit (MPa) 0.6~0.8 0.8~1.1
Underlayment (MPa) ≥0.5 ≥0.6
The lime fly ash mix-design that gathers materials is as shown in the table:
The lime fly ash incineration slag rubble mix-design of table 3
Its maximum dry density and optimum moisture content are determined by compaction test, as a result as shown in table 4:
The incineration slag compaction test results of table 4
Project A B C D E F G H I
Optimum moisture content (%) 10.8 10.6 10.4 10.5 10.3 10.5 10.4 10.2 9.9
Maximum dry density (g/cm3) 1.90 1.97 1.99 1.93 1.96 2.02 1.91 1.99 2.03
It is as shown in table 5 that common lime fine coal ash broken stones stabilizing material hits real result:
The compaction test results of table 4
Project A B C D E F G H I
Optimum moisture content (%) 10.1 9.5 8.9 10.0 8.8 9.1 9.2 9.5 8.6
Maximum dry density (g/cm3) 2.0 2.06 2.10 2.02 2.07 2.12 2.03 2.07 2.13
Compare both unconfined compressive strength results as shown in table 6:
The unconfined compressive strength result of table 6
From the results, it was seen that after incorporation incineration slag, lime fly ash rubble stabilizing material maximum dry density reduces, Optimum moisture content rises, and unconfined compressive strength also can accordingly reduce about 10%.This is due to incineration slag porosity greatly and pressed Broken value is big, admittedly causing itself stress performance poor, but under large dosage use, can save substantial amounts of natural rubble and gather materials, And loss of strength is smaller, it is set still to be able to meet designing quality use requirement.
It should be noted last that:Above example is only used to illustrative and not limiting technical scheme, although ginseng The present invention is described in detail according to above-described embodiment, it will be apparent to an ordinarily skilled person in the art that:Still can be to this Invention is modified or equivalent substitution, any modification or partial replacement without departing from the spirit and scope of the present invention, and its is equal It should cover among scope of the presently claimed invention.

Claims (4)

1. consumer waste incineration slag is in highway road surface integrated application, it is characterised in that:In lime fly ash comprehensive stability material Appropriate incineration slag is filled in material, consumer waste incineration slag is mutually mixed thoroughly with gathering materials, then makes it mutual with inorganic stabilizers material Mix, is used in subgrade and pavement.
2. consumer waste incineration slag according to claim 1 is in highway road surface integrated application, it is characterised in that:It is described The primary raw material of lime fly ash comprehensive stability material include lime, flyash, consumer waste incineration slag and gather materials.
3. consumer waste incineration slag according to claim 2 is in highway road surface integrated application, it is characterised in that:Each original The consumption (mass fraction) of material is:
4. consumer waste incineration slag according to claim 3 is in highway road surface integrated application, it is characterised in that:Each original The consumption (mass fraction) of material is:
CN201710426120.1A 2017-06-08 2017-06-08 Consumer waste incineration slag is in highway road surface integrated application Pending CN107117923A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710426120.1A CN107117923A (en) 2017-06-08 2017-06-08 Consumer waste incineration slag is in highway road surface integrated application

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710426120.1A CN107117923A (en) 2017-06-08 2017-06-08 Consumer waste incineration slag is in highway road surface integrated application

Publications (1)

Publication Number Publication Date
CN107117923A true CN107117923A (en) 2017-09-01

Family

ID=59729146

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710426120.1A Pending CN107117923A (en) 2017-06-08 2017-06-08 Consumer waste incineration slag is in highway road surface integrated application

Country Status (1)

Country Link
CN (1) CN107117923A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI655171B (en) * 2017-09-05 2019-04-01 蘇鈺荃 Method for manufacturing briquettes by applying mswi fly ash

Citations (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
CN102515666A (en) * 2011-12-12 2012-06-27 上海寰保渣业处置有限公司 Cement stabilized incineration residue of municipal solid waste used as material for road base and roadbed
CN103113073A (en) * 2013-02-26 2013-05-22 长安大学 Design method for mixture ratio of lime-flyash stabilized crushed-stones based on mucilage theory
CN103992053A (en) * 2014-05-06 2014-08-20 上海寰保渣业处置有限公司 Resource utilization method for waste incineration slag
CN105884226A (en) * 2014-11-19 2016-08-24 王乔坎 Resource-converting utilization method for municipal refuse incinerator slag

Patent Citations (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
CN102515666A (en) * 2011-12-12 2012-06-27 上海寰保渣业处置有限公司 Cement stabilized incineration residue of municipal solid waste used as material for road base and roadbed
CN103113073A (en) * 2013-02-26 2013-05-22 长安大学 Design method for mixture ratio of lime-flyash stabilized crushed-stones based on mucilage theory
CN103992053A (en) * 2014-05-06 2014-08-20 上海寰保渣业处置有限公司 Resource utilization method for waste incineration slag
CN105884226A (en) * 2014-11-19 2016-08-24 王乔坎 Resource-converting utilization method for municipal refuse incinerator slag

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
解建光等: "垃圾焚烧灰渣用于二灰碎石路面基层的试验研究", 《南京航空航天大学学报》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI655171B (en) * 2017-09-05 2019-04-01 蘇鈺荃 Method for manufacturing briquettes by applying mswi fly ash

Similar Documents

Publication Publication Date Title
Ndoke Performance of palm kernel shells as a partial replacement for coarse aggregate in asphalt concrete
Khankhaje et al. Comparing the effects of oil palm kernel shell and cockle shell on properties of pervious concrete pavement
Onyelowe et al. Stabilization of olokoro-umuahia lateritic soil using palm bunch ash as admixture
CN106812040A (en) A kind of light traffic Highway Pavement Structures using building waste as base material
Cadersa et al. Use of unprocessed coal bottom ash as partial fine aggregate replacement in concrete
CN207619766U (en) A kind of asphalt pavement structure of complete thick formula high additive life garbage incinerator slag aggregate
Osinubi et al. Reconstituted coal ash stabilization of reclaimed asphalt pavement
CN112626953A (en) Regenerated pavement base material and construction method thereof
CN102381854B (en) Road surface base layer regenerated by waste lime-fly ash graded crushed rocks
Batari et al. Effect of bagasse ash on the properties of cement stabilized black cotton soil
Edora et al. Strength and permeability characteristics of expansive soil with gypsum and rice husk ash
Biswas et al. Study of expansive soil stabilized with agricultural waste
CN113582641A (en) Inorganic mixture prepared from construction waste recycled aggregate and preparation method thereof
Alhokabi et al. Study on the mechanical properties of bottom ash as a partial sand replacement in a non-load bearing fly ash bricks
Kannur et al. Utilization of sugarcane bagasse ash as cement-replacing materials for concrete pavement: An overview
CN107117923A (en) Consumer waste incineration slag is in highway road surface integrated application
Edeh et al. Cassava peel ash stabilized lateritc soil as highway pavement material
CN101698578A (en) Material taking construction waste as road subbase
Umoh et al. Comparative evaluation of concrete properties with varying proportions of periwinkle shell and bamboo leaf ashes replacing cement
Saride et al. Evaluation of fly-ash-treated reclaimed asphalt pavement for the design of sustainable pavement bases: an Indian perspective
Harun-Or-Rashid et al. A comparative study on fly ash and Bagasse ash using as a sub-grade material
Swami et al. Kimberlite tailings: a road construction material
Mukherjee et al. Exploring fly ash utilization in construction of highways in India
Serin et al. Utilization of Recyclable Concrete and Ceramic Waste as Filling Material in Hot Mix Asphalt
Edeh et al. Rice husk ash stabilization of reclaimed asphalt pavement using cement as additive

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20170901