CN107399929A - A kind of preparation method of highway cement pitch concrete - Google Patents

A kind of preparation method of highway cement pitch concrete Download PDF

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Publication number
CN107399929A
CN107399929A CN201710600525.2A CN201710600525A CN107399929A CN 107399929 A CN107399929 A CN 107399929A CN 201710600525 A CN201710600525 A CN 201710600525A CN 107399929 A CN107399929 A CN 107399929A
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CN
China
Prior art keywords
parts
weight
preparation
highway
pitch concrete
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
CN201710600525.2A
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Chinese (zh)
Inventor
张娟
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to CN201710600525.2A priority Critical patent/CN107399929A/en
Publication of CN107399929A publication Critical patent/CN107399929A/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
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous materials, e.g. tar, pitch
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J3/00Processes of treating or compounding macromolecular substances
    • C08J3/02Making solutions, dispersions, lattices or gels by other methods than by solution, emulsion or suspension polymerisation techniques
    • C08J3/03Making solutions, dispersions, lattices or gels by other methods than by solution, emulsion or suspension polymerisation techniques in aqueous media
    • 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
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J2395/00Bituminous materials, e.g. asphalt, tar or pitch

Abstract

A kind of preparation method the invention discloses highway with cement pitch concrete, emulsified after first silane coupler KH 570 is mixed with matrix pitch high temperature, then tetraethyl orthosilicate is added dropwise and carries out solgel reaction in situ, by obtained modified emulsifying asphalt and rosin milk, gather materials, mixed in glass fibre, be molded, conserve, obtain highway cement pitch concrete.Highway cement pitch concrete prepared by the present invention has good interface binding intensity, and uniformity is good, and durability is high, and overall performance is strong.

Description

A kind of preparation method of highway cement pitch concrete
Technical field
The present invention relates to building material technical field, more particularly to a kind of preparation side of highway cement pitch concrete Method.
Background technology
At present, China's road surface types are basically divided into cement concrete pavement and the class of asphalt concrete pavement two.Cement mixes Solidifying soil surface bearing capacity is strong, high-temperature stability is good, weatherability, excellent durability, but cracking phenomena easily occurs, and ties up Difficulty is repaiied, road-ability is poor;Asphalt concrete pavement surface smoothness is higher, and has vibration-damping function, and comfortableness is preferable, But, easy craze and transfiguration sensitive to water and temperature.Cement emulsified asphalt concrete is in cold mixing Emulsified Asphalt Mixture parent Middle incorporation cement semi-rigid pavement material formed through cold mixing, cold-application, the advantages of having flexible material and rigid material concurrently, can Improve the performance on road surface.However, because the adhesiveness of emulsified asphalt and building stones is poor, interface binding intensity is inadequate, causes Current cement-emulsified cement pitch concrete material still has the problem of bulk strength is inadequate, it is necessary to make improvements.
The content of the invention
A kind of the defects of the object of the invention is exactly to make up prior art, there is provided high intensity highway cement pitch coagulation The preparation method of soil.
The present invention is achieved by the following technical solutions:
A kind of highway preparation method of cement pitch concrete, comprises the following steps:
(1)1-2 parts by weight Silane coupling reagent KH-570 is added in 30-40 parts by weight pitches in 110-160 DEG C of mixed processing 5- 10min, then add 1.5-2.5 parts by weight Emulsifier, 0.1-1 parts by weight stabilizer is formulated with 25-35 parts by weight water 40-80 DEG C in mixed solution, 1500-2000r/min high-speed stirreds disperse 5-10min, then pH is adjusted to 8-8.5, is slowly added dropwise 3-5 parts by weight tetraethyl orthosilicate and the stirring reaction 12-24h under normal temperature, obtain modified emulsifying asphalt;
(2)500-800 parts by weight are gathered materials, 10-20 parts by weight of glass fiber and 30-40 parts by weight water mixing 1-2min, Then 5-10 parts by weight rosin milk and step are added(1)Obtained modified emulsifying asphalt mixing 0.5-1min, through overmolding, support Shield, obtains highway cement pitch concrete.
The anionic emulsifier is in neopelex, sodium lignin sulfonate, lauryl sodium sulfate It is one or more of.
The nonionic emulsifier is the one or more in NPE, Tween-80, Arlacel-80.
The length of the glass fibre is 2-4mm.
The solid content of the rosin milk is 50-55%.
It is described that to gather materials for crushed granite, its nominal maximum particle diameter be 9.5mm.
It is an advantage of the invention that:
The present invention is emulsified after first Silane coupling reagent KH-570 is mixed with matrix pitch high temperature, and tetraethyl orthosilicate is then added dropwise Sol gel reaction in situ is carried out, inorganic nano layer is introduced on emulsified asphalt surface, by obtained modified emulsifying asphalt and rosin Emulsion, gather materials, mixed in glass fibre, is molded, maintenance, obtaining highway cement pitch concrete.The present invention passes through nanometer two Silica carries out surface coating modification to emulsified asphalt, enhances-the strength and stability of asphalt interface network structure that gathers materials, pine Fragrant emulsion improves the-interfacial adhesion of pitch that gathers materials, and glass fibre can improve the overall toughness and tensile strength of concrete, from And the highway cement pitch concrete for making to obtain has good interface binding intensity, uniformity is good, and durability is high, globality Can be strong.
Embodiment
A kind of highway preparation method of cement pitch concrete, comprises the following steps:
(1)1 parts by weight Silane coupling reagent KH-570 is added in 30 parts by weight 70# pitches in 110 DEG C of mixed processing 5min, then Add in the mixed solution that 1.5 parts by weight Emulsifier, 0.1 parts by weight stabilizer and 25 parts by weight water are formulated 40 DEG C, 1500r/min high-speed stirreds disperse 5min, then pH is adjusted into 8, and 3 parts by weight tetraethyl orthosilicates are slowly added dropwise and are stirred under normal temperature 12h is reacted, obtains modified emulsifying asphalt;
(2)500 parts by weight are gathered materials, 10 parts by weight of glass fiber and 30 parts by weight water mixing 1min, then add 5 weight Part rosin milk and step(1)Obtained modified emulsifying asphalt mixing 0.5min, through overmolding, maintenance, obtain public road cement Bituminous concrete.
The anionic emulsifier is neopelex.
The nonionic emulsifier is NPE.
The length of the glass fibre is 2mm.
The solid content of the rosin milk is 50%.
It is described that to gather materials for crushed granite, its nominal maximum particle diameter be 9.5mm.

Claims (6)

1. a kind of highway preparation method of cement pitch concrete, it is characterised in that comprise the following steps:
(1)1-2 parts by weight Silane coupling reagent KH-570 is added in 30-40 parts by weight pitches in 110-160 DEG C of mixed processing 5- 10min, then add 1.5-2.5 parts by weight Emulsifier, 0.1-1 parts by weight stabilizer is formulated with 25-35 parts by weight water 40-80 DEG C in mixed solution, 1500-2000r/min high-speed stirreds disperse 5-10min, then pH is adjusted to 8-8.5, is slowly added dropwise 3-5 parts by weight tetraethyl orthosilicate and the stirring reaction 12-24h under normal temperature, obtain modified emulsifying asphalt;
(2)500-800 parts by weight are gathered materials, 10-20 parts by weight of glass fiber and 30-40 parts by weight water mixing 1-2min, Then 5-10 parts by weight rosin milk and step are added(1)Obtained emulsified asphalt mixing 0.5-1min, through overmolding, conserve, Obtain highway cement pitch concrete.
A kind of 2. preparation method of highway cement pitch concrete according to claim 1, it is characterised in that described the moon Ionic emulsifying agent is the one or more in neopelex, sodium lignin sulfonate, lauryl sodium sulfate.
3. the preparation method of a kind of highway cement pitch concrete according to claim 1, it is characterised in that described non- Ionic emulsifying agent is the one or more in NPE, Tween-80, Arlacel-80.
A kind of 4. preparation method of highway cement pitch concrete according to claim 1, it is characterised in that the glass The length of glass fiber is 2-4mm.
A kind of 5. preparation method of highway cement pitch concrete according to claim 1, it is characterised in that the pine The solid content of fragrant emulsion is 50-55%.
A kind of 6. preparation method of highway cement pitch concrete according to claim 1, it is characterised in that the collection Expect that for crushed granite, its nominal maximum particle diameter be 9.5mm.
CN201710600525.2A 2017-07-21 2017-07-21 A kind of preparation method of highway cement pitch concrete Pending CN107399929A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710600525.2A CN107399929A (en) 2017-07-21 2017-07-21 A kind of preparation method of highway cement pitch concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710600525.2A CN107399929A (en) 2017-07-21 2017-07-21 A kind of preparation method of highway cement pitch concrete

Publications (1)

Publication Number Publication Date
CN107399929A true CN107399929A (en) 2017-11-28

Family

ID=60402263

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710600525.2A Pending CN107399929A (en) 2017-07-21 2017-07-21 A kind of preparation method of highway cement pitch concrete

Country Status (1)

Country Link
CN (1) CN107399929A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101100360A (en) * 2007-07-28 2008-01-09 中国海洋大学 Dredging mud ceramic granule asphalt concrete for road and preparation method thereof
CN102746517A (en) * 2012-08-01 2012-10-24 株洲时代电气绝缘有限责任公司 Luminescent colored bitumen emulsion and preparation method thereof
CN103485256A (en) * 2013-09-11 2014-01-01 长安大学 Grading glass fiber crushed stone seal coat preparation method
CN104448865A (en) * 2014-12-12 2015-03-25 山东大山路桥工程有限公司 Foaming modified asphalt composition and preparation method thereof
CN106587744A (en) * 2016-12-22 2017-04-26 长安大学 CPC-AC composite pavement fiber asphalt mixture and preparation method thereof

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101100360A (en) * 2007-07-28 2008-01-09 中国海洋大学 Dredging mud ceramic granule asphalt concrete for road and preparation method thereof
CN102746517A (en) * 2012-08-01 2012-10-24 株洲时代电气绝缘有限责任公司 Luminescent colored bitumen emulsion and preparation method thereof
CN103485256A (en) * 2013-09-11 2014-01-01 长安大学 Grading glass fiber crushed stone seal coat preparation method
CN104448865A (en) * 2014-12-12 2015-03-25 山东大山路桥工程有限公司 Foaming modified asphalt composition and preparation method thereof
CN106587744A (en) * 2016-12-22 2017-04-26 长安大学 CPC-AC composite pavement fiber asphalt mixture and preparation method thereof

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
徐峰 等: "《环保型无机涂料》", 31 March 2004, 化学工业出版社 *
苏达根 等: "硅烷偶联剂改性乳化沥青的性能研究", 《广东化工》 *
钟丽敏 等: "石蜡/二氧化硅复合相变材料的制备及其性能", 《工程科学学报》 *

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Application publication date: 20171128