CN109294254A - A kind of preparation method of emulsifying warm-mixing agent - Google Patents

A kind of preparation method of emulsifying warm-mixing agent Download PDF

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Publication number
CN109294254A
CN109294254A CN201811098062.5A CN201811098062A CN109294254A CN 109294254 A CN109294254 A CN 109294254A CN 201811098062 A CN201811098062 A CN 201811098062A CN 109294254 A CN109294254 A CN 109294254A
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warm
emulsifying
mixing agent
mixing
preparation
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石磊
周立
骆兵建
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    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/18Oxygen-containing compounds, e.g. metal carbonyls
    • C08K3/24Acids; Salts thereof
    • C08K3/26Carbonates; Bicarbonates
    • C08K2003/265Calcium, strontium or barium carbonate
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K2201/00Specific properties of additives
    • C08K2201/014Additives containing two or more different additives of the same subgroup in C08K
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/03Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C08L2205/035Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2555/00Characteristics of bituminous mixtures
    • C08L2555/20Mixtures of bitumen and aggregate defined by their production temperatures, e.g. production of asphalt for road or pavement applications
    • C08L2555/24Asphalt produced between 100°C and 140°C, e.g. warm mix asphalt

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

The present invention relates to a kind of preparation methods of emulsifying warm-mixing agent, belong to warm-mixing agent technical field.Micron epoxy resin is dispersed in emulsifying warm-mixing agent by the present invention by lauryl sodium sulfate, and when emulsifying warm-mixing agent is mixed with pitch, pitch can be penetrated into together with water-based fluorocarbon resin, it is evenly distributed in pitch, micron epoxy resin and water-based fluorocarbon resin all have certain viscosity, it can be adhered on pitch, it is formed simultaneously the whole compactness that tridimensional network improves pitch, the thin calcium carbonate being entrained in water-based fluorocarbon resin can play the role of enhancing to resin three dimensional network;It cooperates between emulsifying warm-mixing agent each component prepared by the present invention, there are good lower temperature resistance and stability, required temperature when can reduce asphalt mixing saves fuel, and the binding ability between pitch each component can be enhanced after use, there is certain reinforcing effect.

Description

A kind of preparation method of emulsifying warm-mixing agent
Technical field
The present invention relates to a kind of preparation methods of emulsifying warm-mixing agent, belong to warm-mixing agent technical field.
Background technique
Currently, the bituminous pavement in road construction is most of using traditional hot-mix asphalt mixture, for common Hot-mix asphalt mixture, it is that matrix pitch is heated to 140 DEG C or so from room temperature, and mineral aggregate is heated to 150~180 from room temperature DEG C, then pitch and gathering materials is mixed and stirred at a high temperature of 150~180 DEG C again, the asphalt temperature after mixing and stirring is not low In 150 DEG C;Temperature when paving and rolling is not less than 140 DEG C.For modified asphalt mixture, modified pitch and gathers materials and heat temperature Degree will also improve 10~20 DEG C again, and mixing and stirring temperature will also correspondingly improve.It needs to gather materials and is heated to so high temperature with pitch Degree, mainly solves the problems, such as the workability of asphalt, and temperature is too low, and mixture will be difficult to mix and stir, pave and roll, and influences Laying of roadway effect and service life.
In view of the factors Shortcomings such as hot-mix asphalt mixture and construction environment, Warm-Mix Bitumen Mixture is come into being. Warm-Mix Bitumen Mixture is a kind of high energy conservation, low emission, ep-type material, mixes and stirs temperature between hot-mix asphalt mixture and cold It mixes between asphalt.For current technology is horizontal, Warm-Mix Bitumen Mixture mix and stir temperature be generally kept in 100~ 140 DEG C, paving with compacting temperature is 80~120 DEG C, and relative to hot-mix asphalt mixture, its temperature reduces 10~30 DEG C.Its mine Expect that gradation, the mix-design of mixture, mixing apparatus etc. can correlation technique entirely by reference to hot-mix asphalt mixture and rule It is fixed, some lesser changes need to be only done to original mixing apparatus.Make a general survey of the developing history of warm mix technology, Warm-Mix Bitumen Mixture Advantage be mainly reflected in the following aspects:
(1) each construction link temperature is reduced, it is energy saving.Warm-Mix Bitumen Mixture can reduce by 30~50 DEG C of construction temperature, because And the consumption of 30% or more the energy can be saved.
(2) discharge of pernicious gas and dust is reduced, environmental pollution is small, is conducive to the health of construction personnel.
(3) durability on road surface is improved.Mix and stir and roll that temperature is lower, and pitch is being applied due to Warm-Mix Bitumen Mixture Degree of aging during work significantly reduces, to reduce the generation of early disease, extends the service life on road surface.
(4) extend construction seasons.Since the construction temperature of Warm-Mix Bitumen Mixture is lower, even if its in cold snap Temperature loss is slow, Warm-Mix Bitumen Mixture can compacting temperature range it is wide, therefore the construction time can be made to extend to winter.
(5) tunnel construction environment is significantly improved, visibility when improving construction.
Summary of the invention
The technical problems to be solved by the invention: shadow is caused using the rear resistance to low temperature to pitch for existing warm-mixing agent Loud problem provides a kind of preparation method of emulsifying warm-mixing agent.
In order to solve the above technical problems, the technical solution adopted by the present invention is that:
(1) 3 chloro-2-hydroxypropyl-trimethyl ammonium chlorides and ethyl alcohol are taken, solution A is obtained after mixing, heated solution A simultaneously reaches its temperature To 60 DEG C;
(2) dodecyl phenol is added drop-wise in solution A with given pace, 2~4h is then mixed, obtains solution B;
(3) it takes calcium carbonate and is ground, cross 800 meshes, obtain thin calcium carbonate, extracting epoxy resin is put into ball mill, obtains micro- Rice epoxy resin;
(4) solution B, micron epoxy resin, water-based fluorocarbon resin, butadiene-styrene rubber, polyisobutene and deionized water is taken to be put into glue mill In machine, mixed liquor is obtained;
(5) it takes mixed liquor, lauryl sodium sulfate, thin calcium carbonate and three oxysilane of vinyl to be put into high-speed mixer, obtains To emulsification warm-mixing agent.
The mass ratio of step (1) 3 chloro-2-hydroxypropyl-trimethyl ammonium chloride and ethyl alcohol is 2:1.
Step (2) the dodecyl phenol drop rate is 2.3g/min, and time for adding is 60~85min.
The mass ratio of step (3) calcium carbonate and epoxy resin is 1:4.
Step (4) solution B, micron epoxy resin, water-based fluorocarbon resin, butadiene-styrene rubber, polyisobutene and deionization The mass ratio of water is 20:4:2:3:3:100.
Step (4) the rubber mill revolving speed is 2500~3000r/min, and emulsification times are 20~30min.
Step (5) mixed liquor, three oxysilane of lauryl sodium sulfate, thin calcium carbonate and vinyl mass ratio be 500:2:5:3.
Step (5) the high-speed mixer revolving speed is 3000r/min, and mixing time is 10~20min.
The present invention is compared with other methods, and advantageous effects are:
(1) butadiene-styrene rubber has the characteristics that wear-resisting, cold-resistant, deformation heat is low, resilience is high, shrinkage is small, passes through polyisobutene With the peptizaiton of stirring liquid, butadiene-styrene rubber is dispersed in emulsifying warm-mixing agent, the low temperature resistant of pitch is improved Ability;
(2) micron epoxy resin is dispersed in emulsifying warm-mixing agent by lauryl sodium sulfate, and in emulsifying When warm-mixing agent is mixed with pitch, pitch can be penetrated into together with water-based fluorocarbon resin, be evenly distributed in pitch, micron asphalt mixtures modified by epoxy resin Rouge and water-based fluorocarbon resin all have certain viscosity, can be adhered on pitch, are formed simultaneously tridimensional network and improve drip Green whole compactness, the thin calcium carbonate being entrained in water-based fluorocarbon resin can play the role of enhancing to resin three dimensional network;
(3) it cooperates between the emulsifying warm-mixing agent each component prepared by the present invention, there is good lower temperature resistance and stabilization Property, required temperature when can reduce asphalt mixing saves fuel, and can enhance the combination between pitch each component after use Ability has certain reinforcing effect.
Specific embodiment
100~140g3 chloro-2-hydroxypropyl-trimethyl ammonium chloride and 50~70g ethyl alcohol are taken, solution A is obtained after mixing, is heated Solution A simultaneously makes its temperature reach 60 DEG C;Dodecyl phenol is added drop-wise in solution A with the rate of 2.3g/min, dropwise addition 60~ Then 85min is mixed 2~4h, obtains solution B;It takes 20~30g calcium carbonate and is ground, cross 800 meshes, obtain thin Calcium carbonate takes 80~120g epoxy resin to be put into ball mill grinding, obtains a micron epoxy resin;Take 200~300g solution B, 40 ~60g microns of epoxy resin, 20~30g water-based fluorocarbon resin, 30~45g butadiene-styrene rubber, 30~45g polyisobutene and 1000~ 1500g deionized water is put into rubber mill, is obtained after the emulsified 20~30min of rubber mill revolving speed 2500~3000r/min condition Mixed liquor;Take 1000~1500g mixed liquor, 4~6g lauryl sodium sulfate, the thin calcium carbonate of 10~15g and 6~9g vinyl three Oxysilane is put into 3000r/min high-speed mixer, and 10~20min of stirring obtains emulsification warm-mixing agent.
Example 1
100g3 chloro-2-hydroxypropyl-trimethyl ammonium chloride and 50g ethyl alcohol are taken, solution A is obtained after mixing, heated solution A simultaneously makes its temperature Degree reaches 60 DEG C;Dodecyl phenol is added drop-wise in solution A with the rate of 2.3g/min, 60min is added dropwise, is then mixed 2h obtains solution B;It takes 20g calcium carbonate and is ground, cross 800 meshes, obtain thin calcium carbonate, 80g epoxy resin is taken to be put into ball Grinding machine grinding, obtains a micron epoxy resin;Take 200g solution B, 40g micron epoxy resin, 20g water-based fluorocarbon resin, 30g butylbenzene Rubber, 30g polyisobutene and 1000g deionized water are put into rubber mill, and rubber mill revolving speed 2500r/min condition is emulsified Mixed liquor is obtained after 20min;Take 1000g mixed liquor, three oxygroup of 4g lauryl sodium sulfate, the thin calcium carbonate of 10g and 6g vinyl Silane is put into 3000r/min high-speed mixer, and stirring 10min obtains emulsification warm-mixing agent.
Example 2
120g3 chloro-2-hydroxypropyl-trimethyl ammonium chloride and 60g ethyl alcohol are taken, solution A is obtained after mixing, heated solution A simultaneously makes its temperature Degree reaches 60 DEG C;Dodecyl phenol is added drop-wise in solution A with the rate of 2.3g/min, 70min is added dropwise, is then mixed 3h obtains solution B;It takes 25g calcium carbonate and is ground, cross 800 meshes, obtain thin calcium carbonate, 100g epoxy resin is taken to be put into Ball mill grinding obtains a micron epoxy resin;Take 250g solution B, 50g micron epoxy resin, 25g water-based fluorocarbon resin, 40g fourth Benzene rubber, 40g polyisobutene and 1250g deionized water are put into rubber mill, and rubber mill revolving speed 2750r/min condition is emulsified Mixed liquor is obtained after 25min;Take 1250g mixed liquor, three oxygroup of 5g lauryl sodium sulfate, the thin calcium carbonate of 12g and 8g vinyl Silane is put into 3000r/min high-speed mixer, and stirring 15min obtains emulsification warm-mixing agent.
Example 3
140g3 chloro-2-hydroxypropyl-trimethyl ammonium chloride and 70g ethyl alcohol are taken, solution A is obtained after mixing, heated solution A simultaneously makes its temperature Degree reaches 60 DEG C;Dodecyl phenol is added drop-wise in solution A with the rate of 2.3g/min, 85min is added dropwise, is then mixed 4h obtains solution B;It takes 30g calcium carbonate and is ground, cross 800 meshes, obtain thin calcium carbonate, 120g epoxy resin is taken to be put into Ball mill grinding obtains a micron epoxy resin;Take 300g solution B, 60g micron epoxy resin, 30g water-based fluorocarbon resin, 45g fourth Benzene rubber, 45g polyisobutene and 1500g deionized water are put into rubber mill, and rubber mill revolving speed 3000r/min condition is emulsified Mixed liquor is obtained after 30min;Take 1500g mixed liquor, three oxygroup of 6g lauryl sodium sulfate, the thin calcium carbonate of 15g and 9g vinyl Silane is put into 3000r/min high-speed mixer, and stirring 20min obtains emulsification warm-mixing agent.
Reference examples: the emulsification warm-mixing agent of Anhui company production.
The emulsification warm-mixing agent of example and reference examples is detected, specific detection is as follows:
Warm-Mix Bitumen Mixture water stability: voidage size is to influence a key factor of stability of asphalt mixture. Mixture gap rate is bigger, and connectivity gap is more, and the contact area of test specimen and water is bigger, and water also gets over its corrosion function By force, also more unfavorable to the water stability of mixture.
Warm-Mix Bitumen Mixture high-temperature stability: the high-temperature stability of asphalt is evaluated using wheel tracking test, is adopted With the high-temperature stability of track dynamic stability and rutting depth dual indexes analysis mixture.
Warm-Mix Bitumen Mixture low-temperature cracking-resistance: bending tensile strength is bigger, and the crack resistance of mixture is stronger.Maximum curved drawing is answered Become bigger, the crack resistance of mixture is stronger.
Specific testing result such as table 1.
1 performance characterization contrast table of table
As shown in Table 1, emulsification warm-mixing agent prepared by the present invention can be effectively improved the performance of asphalt, make it have good Water stability, high-temperature stability and low-temperature cracking-resistance improve asphalt durability.

Claims (8)

1. a kind of preparation method of emulsifying warm-mixing agent, which is characterized in that specific production step are as follows:
(1) 3 chloro-2-hydroxypropyl-trimethyl ammonium chlorides and ethyl alcohol are taken, solution A is obtained after mixing, heated solution A simultaneously reaches its temperature To 60 DEG C;
(2) dodecyl phenol is added drop-wise in solution A with given pace, 2~4h is then mixed, obtains solution B;
(3) it takes calcium carbonate and is ground, cross 800 meshes, obtain thin calcium carbonate, extracting epoxy resin is put into ball mill, obtains micro- Rice epoxy resin;
(4) solution B, micron epoxy resin, water-based fluorocarbon resin, butadiene-styrene rubber, polyisobutene and deionized water is taken to be put into glue mill In machine, mixed liquor is obtained;
(5) it takes mixed liquor, lauryl sodium sulfate, thin calcium carbonate and three oxysilane of vinyl to be put into high-speed mixer, obtains To emulsification warm-mixing agent.
2. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (1) described 3 is chloro- The mass ratio of 2- hydroxypropyl-trimethyl ammonium chloride and ethyl alcohol is 2:1.
3. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (2) described 12 Alkylphenol drop rate is 2.3g/min, and time for adding is 60~85min.
4. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (3) described carbonic acid The mass ratio of calcium and epoxy resin is 1:4.
5. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (4) described solution B, the mass ratio of micron epoxy resin, water-based fluorocarbon resin, butadiene-styrene rubber, polyisobutene and deionized water is 20:4:2:3:3: 100。
6. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (4) the glue mill Machine revolving speed is 2500~3000r/min, and emulsification times are 20~30min.
7. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (5) described mixing Liquid, three oxysilane of lauryl sodium sulfate, thin calcium carbonate and vinyl mass ratio be 500:2:5:3.
8. a kind of preparation method of emulsifying warm-mixing agent as described in claim 1, which is characterized in that step (5) described high speed Blender revolving speed is 3000r/min, and mixing time is 10~20min.
CN201811098062.5A 2018-09-20 2018-09-20 A kind of preparation method of emulsifying warm-mixing agent Withdrawn CN109294254A (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101602862A (en) * 2009-07-01 2009-12-16 天津大学 Warm-mixed asphalt additive and preparation method thereof
CN101861360A (en) * 2007-11-14 2010-10-13 阿克佐诺贝尔股份有限公司 Asphalt modifiers for 'warm mix' applications including adhesion promoter
CN102093724A (en) * 2009-12-09 2011-06-15 中国石油天然气股份有限公司 Warm-mix asphalt additive and preparation method thereof
CN102827484A (en) * 2012-08-23 2012-12-19 长安大学 Warm mixing additive of asphalt mixture, preparation method and application method thereof
CN103525101A (en) * 2013-09-17 2014-01-22 镇江金阳道路材料科技发展有限公司 Novel asphalt mixture modifier capable of being warmly mixed as well as preparation method thereof and preparation method of mixture thereof
CN103613941A (en) * 2013-12-09 2014-03-05 江苏博特新材料有限公司 Preparation method of amphoteric ionic warm asphalt mixing agent and application thereof in warm mix asphalt
CN104559248A (en) * 2013-10-22 2015-04-29 中国石油化工股份有限公司 Cationic pitch warm mixing agent and preparation method thereof
CN107501969A (en) * 2017-10-10 2017-12-22 唐林元 One kind foaming viscosity reduction type warm-mixing agent and preparation method thereof

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101861360A (en) * 2007-11-14 2010-10-13 阿克佐诺贝尔股份有限公司 Asphalt modifiers for 'warm mix' applications including adhesion promoter
CN101602862A (en) * 2009-07-01 2009-12-16 天津大学 Warm-mixed asphalt additive and preparation method thereof
CN102093724A (en) * 2009-12-09 2011-06-15 中国石油天然气股份有限公司 Warm-mix asphalt additive and preparation method thereof
CN102827484A (en) * 2012-08-23 2012-12-19 长安大学 Warm mixing additive of asphalt mixture, preparation method and application method thereof
CN103525101A (en) * 2013-09-17 2014-01-22 镇江金阳道路材料科技发展有限公司 Novel asphalt mixture modifier capable of being warmly mixed as well as preparation method thereof and preparation method of mixture thereof
CN104559248A (en) * 2013-10-22 2015-04-29 中国石油化工股份有限公司 Cationic pitch warm mixing agent and preparation method thereof
CN103613941A (en) * 2013-12-09 2014-03-05 江苏博特新材料有限公司 Preparation method of amphoteric ionic warm asphalt mixing agent and application thereof in warm mix asphalt
CN107501969A (en) * 2017-10-10 2017-12-22 唐林元 One kind foaming viscosity reduction type warm-mixing agent and preparation method thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
雷宗建等: ""基于温拌特性的高性能沥青乳化剂制备与性能测试"", 《石油沥青》 *
黄绍龙等: ""三种沥青温拌剂降粘机理分析"", 《湖北大学学报(自然科学版)》 *

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