CN110395944A - Self leveling epoxy clay surface construction method - Google Patents
Self leveling epoxy clay surface construction method Download PDFInfo
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- CN110395944A CN110395944A CN201910786306.7A CN201910786306A CN110395944A CN 110395944 A CN110395944 A CN 110395944A CN 201910786306 A CN201910786306 A CN 201910786306A CN 110395944 A CN110395944 A CN 110395944A
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- asphalt
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/26—Bituminous materials, e.g. tar, pitch
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Architecture (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to building construction field fields to be easy to appear hollowing blistering, provide a kind of self leveling epoxy clay surface construction method, the technical solution is as follows for the problem that epoxy mortar aging: the following steps are included: the ground S1. is cleaned；S2. hair is pounded on ground；S3. it is laid with screed-coat；S4. it is poured self leveling epoxy clay；The asphalt includes the component of following mass fraction: 100 parts of pitch；200-300 parts of coarse aggregate；50-100 parts of fine aggregate；40-60 parts of butadiene-styrene rubber particle；2-3 parts of sulphur；1-2 parts of promotor；Butadiene-styrene rubber grain diameter is 5-7mm.It is penetrated into the gap of screed-coat after the casting of self leveling epoxy clay, tie surface pounds hair simultaneously, so that epoxy mortar increases with ground and screed-coat connection function area, enable epoxy mortar is preferably stable to be adhered on screed-coat and ground, screed-coat made of cooperation asphalt is not easy the characteristic of hollowing, so that the phenomenon that epoxy mortar surface layer is less prone to hollowing bubble.
Description
Technical field
The present invention relates to building construction fields, more particularly, to a kind of self leveling epoxy clay surface construction method.
Background technique
Epoxide terrace is a kind of high-intensitive, wear-resistant, beautiful floor, with seamless, quality is solid, resistance to chemical reagents
The advantages that good, anti-corrosion, dust-proof, easy maintenance, cheap maintenance cost.
Epoxide terrace is by the way that epoxy mortar to be coated in base with formation, since base is usually that concrete belongs to
Inorganic matter, and epoxy mortar is organic matter, although the adhesiveness of epoxy mortar is very strong, after having used long, epoxy mortar
Aging is easy to appear hollowing blistering, therefore there are also improve space.
Summary of the invention
In view of the deficiencies of the prior art, the present invention intends to provide a kind of self leveling epoxy clay surface construction
Method has the advantages that be not easy hollowing blistering.
To achieve the above object, the present invention provides the following technical scheme that
A kind of self leveling epoxy clay surface construction method, comprising the following steps:
S1. ground is cleaned；
S2. hair is pounded on ground；
S3. it is laid with screed-coat, specific as follows:
Asphalt is coated on ground；
S4. it is poured self leveling epoxy clay；
The asphalt includes the component of following mass fraction:
100 parts of pitch；
200-300 parts of coarse aggregate；
50-100 parts of fine aggregate；
40-60 parts of butadiene-styrene rubber particle；
2-3 parts of sulphur；
1-2 parts of promotor；
Butadiene-styrene rubber grain diameter is 5-7mm.
By using above-mentioned technical proposal, cooperated by the coarse aggregate and fine aggregate of asphalt so that asphalt
Butadiene-styrene rubber particle is added in the screed-coat of formation voidage with higher, cooperation in asphalt, so that pitch mixes
The voidage of material is higher, so that penetrating into the gap of screed-coat after the casting of self leveling epoxy clay, while tie surface pounds hair, makes
It obtained after epoxy mortar seeped screed-coat and penetrates further into ground fractures, so that epoxy mortar connect work with ground and screed-coat
It is increased with area, enables epoxy mortar is preferably stable to be adhered on screed-coat and ground, cooperation asphalt is made
Screed-coat be not easy the characteristic of hollowing so that the phenomenon that epoxy mortar surface layer is less prone to hollowing bubble；
Screed-coat is prepared by using asphalt, so that screed-coat has elasticity, so that epoxy mortar surface layer
With better elasticity, when walking, is more comfortable；
By the way that butadiene-styrene rubber particle is added, so that screed-coat has preferably elasticity, so that epoxy mortar surface layer supplies
Comfort level is higher when people walks；
By the way that sulphur, promotor is added, so that butadiene-styrene rubber particle and asphaltene molecule are crosslinked, so that butadiene-styrene rubber particle point
It dissipates uniformly and stablizes, while preferably improving the elasticity of screed-coat.
The present invention is further arranged to: the laying temperature of the S3 Asphalt Mixture is 140-160 DEG C.
By using above-mentioned technical proposal, when avoiding being laid with, temperature is excessively high leads to butadiene-styrene rubber over cure, while guaranteeing enough
Temperature so that butadiene-styrene rubber and pitch are crosslinked, so that screed-coat better quality.
The present invention is further arranged to: starting casting in the S4 when screed-coat surface temperature drops to 60-80 DEG C certainly
Levelling epoxy mortar.
By using above-mentioned technical proposal, by 60-80 DEG C of casting self leveling epoxy clay, so that self leveling epoxy glue
Mud curing rate is accelerated, and the construction time is shortened, and improves construction efficiency, simultaneously because temperature rises, so that self leveling epoxy clay
Mobility rise covered so that self leveling epoxy clay is easier to fill up screed-coat gap and ground fractures and is easier to diffusion
Capping product, construction efficiency are higher.
The present invention is further arranged to: the asphalt further includes the component of following mass fraction:
In 15-20 parts of porphines of-four (4- carboxyl phenyl).
By using above-mentioned technical proposal, by-four (4- carboxyl phenyl) porphines in being added in asphalt, so that
The brittle point of asphalt declines, and is not easy bursting by freezing, so that asphalt is more suitable for cold district, so that asphalt is suitable
It is wider with property, and then better ensure that the quality of epoxy mortar surface layer.
The present invention is further arranged to: the asphalt further includes the component of following mass fraction:
15-20 parts of basalt fibre；
The basalt fibre length is 20-30mm.
By using above-mentioned technical proposal, by the way that basalt fibre reinforcement asphalt is added, so that asphalt
It is not easy to crack, it is not easy deformation, structural stability is preferable.
The present invention is further arranged to: the asphalt further includes the component of following mass fraction:
15-20 parts of graphite powder.
By using above-mentioned technical proposal, by graphite powder being added in asphalt to increase leading for asphalt
Thermal energy power, when so that asphalt being heated, is cooled, heat is more rapid and better evenly distributed, and is less prone to part and is sharply heated
Or the case where leading to craze and transfiguration of being cooled, guarantee the quality of epoxy mortar.
The present invention is further arranged to: the asphalt further includes the component of following mass fraction:
3-5 parts of porous ceramics microballon；
The partial size of the porous ceramics microballon is 1-2mm.
By using above-mentioned technical proposal, the node of basalt fibre is formed by porous ceramics microballon, so that basalt
Fiber is more likely formed reticular structure, preferably reinforcement screed-coat, so that asphalt leveling course is more not easy deformation, structural stability is more
By force.
The present invention is further arranged to: the preparation method of the asphalt the following steps are included:
A. pitch, sulphur, promotor are stirred evenly to form pitch pre-composition；
B. fine aggregate, butadiene-styrene rubber particle are added in pitch pre-composition, stirs evenly to form asphalt mixture；
C. coarse aggregate is added in asphalt mixture, stirs evenly to form asphalt.
By using above-mentioned technical proposal, by first mix asphalt, sulphur, promotor, so that pitch, sulphur, promotor
Dispersion more uniformly, by addition fine aggregate and butadiene-styrene rubber particle and adds coarse aggregate after mixing, so that thin bone
Material and butadiene-styrene rubber dispersion are more uniform, guarantee the quality of asphalt.
In conclusion the invention has the following advantages:
1. by asphalt voidage with higher, so that penetrating into screed-coat after the casting of self leveling epoxy clay
In gap, while tie surface pounds hair, so that epoxy mortar penetrated further into ground fractures after seeping screed-coat, so that epoxy
Clay increases with ground and screed-coat connection function area, enable epoxy mortar preferably it is stable be adhered to screed-coat and
On ground, screed-coat made of asphalt is cooperated to be not easy the characteristic of hollowing, so that epoxy mortar surface layer is less prone to hollowing
The phenomenon that bubble；
2. preparing screed-coat by using asphalt and butadiene-styrene rubber particle is added makes screed-coat have elasticity,
So that epoxy mortar surface layer have preferably elasticity, when walking it is more comfortable；
3., so that self leveling epoxy clay curing rate is accelerated, shortening by 60-80 DEG C of casting self leveling epoxy clay
Construction time improves construction efficiency, simultaneously because temperature rises, so that the mobility of self leveling epoxy clay rises, so that from
Levelling epoxy mortar is easier to fill up screed-coat gap and ground fractures and is easier to diffusion area coverage, construction efficiency compared with
It is high.
Detailed description of the invention
Fig. 1 is the flow diagram of self leveling epoxy clay surface construction method in the present invention.
Specific embodiment
With reference to the accompanying drawings and embodiments, invention is further described in detail.
In following embodiment, pitch uses No. 70 petrochemical industry pitches of Shandong Bo Heng Trade Co., Ltd. sale.
In following embodiment, coarse aggregate uses the rubble of Hebei Ke Xu building materials Co., Ltd sale.
In following embodiment, fine aggregate uses the river sand of eight smelting engineering Industrial Co., Ltd., Shenzhen sale.
In following embodiment, butadiene-styrene rubber particle uses the butadiene-styrene rubber of Shanghai Zheng Hua industry development Co., Ltd sale
1502 cut.
In following embodiment, sulphur uses the industrial sulphur powder of Li- ling city Hao Yu fireworks Material Works Ltd. sale.
In following embodiment, promotor uses the acceterator TE TD-75 of Ningbo Ai Kemu new material Co., Ltd sale.
In following embodiment, in-four (4- carboxyl phenyl) porphines using Zhengzhou Alpha Chemical Co., Ltd. sell in-
Four (4- carboxyl phenyl) porphines, No. CAS: 14609-54-2.
Following embodiment, basalt fibre are fine using the basalt that one Cai Wang engineering material Co., Ltd of Shenzhen sells
Dimension.
In following embodiment, graphite powder uses the graphite microparticles of Cixi City Jun Yan sealing material Co., Ltd sale.
In following embodiment, porous ceramics microballon uses the micropore antibacterial of Zibo Mu Qi new material Science and Technology Ltd. sale
Ceramic Balls.
Embodiment 1
A. pitch 100kg, sulphur 2kg, promotor 1kg will be added in a stirring kettle, revolving speed 60r/min stirs 8min, shape
At pitch pre-composition；
B. fine aggregate 50kg, butadiene-styrene rubber particle 40kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
C. coarse aggregate 200kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 5mm.
Embodiment 2
A. pitch 100kg, sulphur 2.5kg, promotor 1.5kg, revolving speed 60r/min, stirring will be added in a stirring kettle
8min forms pitch pre-composition；
B. fine aggregate 70kg, butadiene-styrene rubber particle 50kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
C. coarse aggregate 250kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 6mm.
Embodiment 3
A. pitch 100kg, sulphur 3kg, promotor 2kg will be added in a stirring kettle, revolving speed 60r/min stirs 8min, shape
At pitch pre-composition；
B. fine aggregate 100kg, butadiene-styrene rubber particle 60kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
C. coarse aggregate 300kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 7mm.
Embodiment 4
A. pitch 100kg, sulphur 2.7kg, promotor 1.8kg, revolving speed 60r/min, stirring will be added in a stirring kettle
8min forms pitch pre-composition；
B. fine aggregate 80kg, butadiene-styrene rubber particle 48kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
C. coarse aggregate 260kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 6mm.
Embodiment 5
A kind of asphalt, asphalt mixture the preparation method is as follows:
A.-four (4- carboxyl phenyl) porphines are put into the powder that partial size 10-100nm is ground into grinder by；
B. will be added in a stirring kettle pitch 100kg, sulphur 2.7kg, promotor 1.8kg, in-four (4- carboxyl phenyl) porphins
Pheno 15kg, basalt fibre 15kg, graphite powder 15kg, porous ceramics microballon 3kg, revolving speed 60r/min, stir 8min, formed drip
Green pre-composition；
C. fine aggregate 80kg, butadiene-styrene rubber particle 48kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
D. coarse aggregate 260kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 6mm.
In the present embodiment, the length of basalt fibre is 20mm.
In the present embodiment, the partial size of porous ceramics microballon is 1mm.
Embodiment 6
A kind of asphalt, asphalt mixture the preparation method is as follows:
A.-four (4- carboxyl phenyl) porphines are put into the powder that partial size 10-100nm is ground into grinder by；
B. will be added in a stirring kettle pitch 100kg, sulphur 2.7kg, promotor 1.8kg, in-four (4- carboxyl phenyl) porphins
Pheno 16kg, basalt fibre 17kg, graphite powder 16kg, porous ceramics microballon 4kg, revolving speed 60r/min, stir 8min, formed drip
Green pre-composition；
C. fine aggregate 80kg, butadiene-styrene rubber particle 48kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
D. coarse aggregate 260kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 6mm.
In the present embodiment, the length of basalt fibre is 25mm.
In the present embodiment, the partial size of porous ceramics microballon is 1.5mm.
Embodiment 7
A kind of asphalt, asphalt mixture the preparation method is as follows:
A.-four (4- carboxyl phenyl) porphines are put into the powder that partial size 10-100nm is ground into grinder by；
B. will be added in a stirring kettle pitch 100kg, sulphur 2.7kg, promotor 1.8kg, in-four (4- carboxyl phenyl) porphins
Pheno 20kg, basalt fibre 20kg, graphite powder 20kg, porous ceramics microballon 5kg, revolving speed 60r/min, stir 8min, formed drip
Green pre-composition；
C. fine aggregate 80kg, butadiene-styrene rubber particle 48kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
D. coarse aggregate 260kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 6mm.
In the present embodiment, the length of basalt fibre is 30mm.
In the present embodiment, the partial size of porous ceramics microballon is 2mm.
Embodiment 8
A kind of asphalt, asphalt mixture the preparation method is as follows:
A.-four (4- carboxyl phenyl) porphines are put into the powder that partial size 10-100nm is ground into grinder by；
B. will be added in a stirring kettle pitch 100kg, sulphur 2.7kg, promotor 1.8kg, in-four (4- carboxyl phenyl) porphins
Pheno 18kg, basalt fibre 19kg, graphite powder 16kg, porous ceramics microballon 3.5kg, revolving speed 60r/min, stir 8min, formed
Pitch pre-composition；
C. fine aggregate 80kg, butadiene-styrene rubber particle 48kg, revolving speed 45r/min, stirring are added in pitch pre-composition
10min forms asphalt mixture；
D. coarse aggregate 260kg, revolving speed 30r/min are added in asphalt mixture, stirs 10min, forms asphalt.
In the present embodiment, butadiene-styrene rubber grain diameter is 6mm.
In the present embodiment, the length of basalt fibre is 25mm.
In the present embodiment, the partial size of porous ceramics microballon is 1mm.
Embodiment 9
A kind of self leveling epoxy clay surface construction method, referring to Fig.1, comprising the following specific steps
S1. ground is cleaned, specific as follows:
Clean floor-dust, after cleaning, bath cleaning one time, then excess surface water is swept it is dry, keep ground be in
Moisture state, lasting watering is to keep ground wet, and moisturizing is for 24 hours.
S2. hair is pounded on ground, specific as follows:
Crackle is pounded out on surface by iron hammer in ground, and crack depth is not more than 1mm.
S3. it is laid with screed-coat, specific as follows:
Asphalt is spread out and put on the ground, is flattened by pressure roller to form screed-coat, screed-coat is with a thickness of 20mm；
In this implementation, it is 150 DEG C that asphalt, which spreads out and puts on temperature, and in other implementations, asphalt spreads out and puts on temperature and may be used also
Think 140 DEG C, 160 DEG C etc..
S4. it is poured self leveling epoxy clay, specific as follows:
When it is 70 DEG C that screed-coat, which naturally cools to surface temperature, casting self leveling epoxy clay is levelling to being completely covered
Layer stands and waits the solidification of self leveling epoxy clay, and construction can be completed to form self leveling epoxy clay surface layer；
In other embodiments also casting gravity flow when surface temperature is the temperature such as 60 DEG C, 80 DEG C can be naturally cooled in screed-coat
Flat epoxy mortar.
In the present embodiment, self leveling epoxy clay is sold using xx company.
A in the present embodiment, asphalt uses the asphalt of embodiment 8, and implementation also can be used in other implementations
The asphalt of example 1-7.
Comparative example 1
Difference with embodiment 8 is, butadiene-styrene rubber particle is removed in step c.
Comparative example 2
Difference with embodiment 8 is ,-four (4- carboxyl phenyl) porphines in removal in step b.
Comparative example 3
Difference with embodiment 8 is, basalt fibre, porous ceramics microballon are removed in step b.
Comparative example 4
Difference with embodiment 8 is, removes graphite powder in step b.
Experiment 1
It is mixed to the pitch of embodiment 1-8 and comparative example 1-4 at 60 DEG C of standard conditions, 0.7MPa using wheel rutting test machine
It closes material and carries out asphalt mixture in track test, the sample of the asphalt preparation of record embodiment 1-8 and comparative example 1-4
Dynamic stability (secondary/mm).
Experiment 2
Asphalt breaking point test is carried out (not by asphalt of the asphalt breaking point instrument to embodiment 1-8 and comparative example 1-4
Lars method), the brittle point (DEG C) of the sample of the asphalt preparation of record embodiment 1-8 and comparative example 1-4.
Experiment 3
According to ASTM D1074-2009 " standard test method of asphalt compression strength " detect embodiment 1-8 with
And the compression strength (MPa) of the sample of the asphalt preparation of comparative example 1-4.
Experiment 4
Utilize embodiment 1-8's and comparative example 1-4 according to GB/T1681-2009 " the elastic measurement of vulcanized rubber " detection
The resilience of the sample of asphalt preparation.
Experiment 5
The appearance of self leveling epoxy clay surface layer prepared by embodiment 9 is observed, bubble density (a/10m is recorded2)、
Uniform color situation, surface smooth degree.
Specific detection data is shown in Table 1 and table 2
Table 1
Table 2
| Bubble density (a/10m2) | Uniform color situation | Surface smooth degree | |
| Embodiment 10 | Nothing | Uniformly | It is smooth |
It can be obtained according to table 1, butadiene-styrene rubber particle, which is added, can effectively improve the resilience of screed-coat, so that self leveling epoxy glue
Mud surface layer elasticity is preferable, so that more comfortable when walking.
The brittle point that (4- carboxyl phenyl) porphines can effectively reduce screed-coat-four in addition makes so that screed-coat is not easy bursting by freezing
It obtains screed-coat and is preferably suitable for cold district, applicability is wider, still guarantees self leveling epoxy clay surface layer in cold district
Quality.
Basalt fibre is added, porous ceramics microballon and graphite powder can effectively improve screed-coat dynamic stability and
Compression strength better ensures that the quality of self leveling epoxy clay surface layer so that screed-coat is not easy deformation.
It can be obtained according to table 2, the better quality of self leveling epoxy clay surface layer prepared by embodiment 9.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (8)
1. a kind of self leveling epoxy clay surface construction method, it is characterized in that: the following steps are included:
S1. ground is cleaned；
S2. hair is pounded on ground；
S3. it is laid with screed-coat, specific as follows:
Asphalt is coated on ground；
S4. it is poured self leveling epoxy clay；
The asphalt includes the component of following mass fraction:
100 parts of pitch；
200-300 parts of coarse aggregate；
50-100 parts of fine aggregate；
40-60 parts of butadiene-styrene rubber particle；
2-3 parts of sulphur；
1-2 parts of promotor；
Butadiene-styrene rubber grain diameter is 5-7mm.
2. self leveling epoxy clay surface construction method according to claim 1, it is characterized in that: pitch mixes in the S3
The laying temperature of material is 140-160 DEG C.
3. self leveling epoxy clay surface construction method according to claim 2, it is characterized in that: to screed-coat in the S4
Surface temperature starts to be poured self leveling epoxy clay when dropping to 60-80 DEG C.
4. self leveling epoxy clay surface construction method according to claim 3, it is characterized in that: the asphalt is also
Component including following mass fraction:
In 15-20 parts of porphines of-four (4- carboxyl phenyl).
5. self leveling epoxy clay surface construction method according to claim 4, it is characterized in that: the asphalt is also
Component including following mass fraction:
15-20 parts of basalt fibre；
The basalt fibre length is 20-30mm.
6. self leveling epoxy clay surface construction method according to claim 1, it is characterized in that: the asphalt is also
Component including following mass fraction:
15-20 parts of graphite powder.
7. self leveling epoxy clay surface construction method according to claim 1, it is characterized in that: the asphalt is also
Component including following mass fraction:
3-5 parts of porous ceramics microballon；
The partial size of the porous ceramics microballon is 1-2mm.
8. self leveling epoxy clay surface construction method according to claim 1, it is characterized in that: the asphalt
Preparation method the following steps are included:
A. pitch, sulphur, promotor are stirred evenly to form pitch pre-composition；
B. fine aggregate, butadiene-styrene rubber particle are added in pitch pre-composition, stirs evenly to form asphalt mixture；
C. coarse aggregate is added in asphalt mixture, stirs evenly to form asphalt.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112009573A (en) * | 2020-08-28 | 2020-12-01 | 东风商用车有限公司 | Method for leveling inner decorative bottom plate of cab |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101200873A (en) * | 2007-08-23 | 2008-06-18 | 武汉理工大学 | Method for paving resin filling type asphalt concrete steel box-beam bridge deck combined structure |
| CN102619154A (en) * | 2012-03-12 | 2012-08-01 | 蔡陈敏 | Runway system with excellent impact adsorption capability |
| CN104452583A (en) * | 2014-11-04 | 2015-03-25 | 江苏中路工程技术研究院有限公司 | Composite anti-skidding abrasion layer, and preparation method and application of composite anti-skidding abrasion layer |
| CN104533053A (en) * | 2014-11-25 | 2015-04-22 | 福州皇家地坪有限公司 | Construction method of epoxy floor |
| CN104974536A (en) * | 2015-07-07 | 2015-10-14 | 绍兴兰亭沥青技术有限公司 | Environmental protection modified emulsified asphalt and preparation method thereof |
| CN206467980U (en) * | 2017-02-10 | 2017-09-05 | 重庆宝豪斯高新材料有限公司 | Non-solvent epoxy pasta solidify coating structure |
| CN108824120A (en) * | 2018-05-04 | 2018-11-16 | 上海市政工程设计研究总院（集团）有限公司 | A kind of concrete bridge deck pavement structure and its construction method |
| CN109704650A (en) * | 2019-01-26 | 2019-05-03 | 上海宝新特种沥青混凝土有限公司 | A kind of wear-resisting Recycled Asphalt Pavement and its preparation process |
| CN110005168A (en) * | 2019-04-12 | 2019-07-12 | 中国启源工程设计研究院有限公司 | A kind of seamless, cracking resistance, the impact of resistance to hyperbar heavy load epoxide terrace way |
-
2019
- 2019-08-23 CN CN201910786306.7A patent/CN110395944B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101200873A (en) * | 2007-08-23 | 2008-06-18 | 武汉理工大学 | Method for paving resin filling type asphalt concrete steel box-beam bridge deck combined structure |
| CN102619154A (en) * | 2012-03-12 | 2012-08-01 | 蔡陈敏 | Runway system with excellent impact adsorption capability |
| CN104452583A (en) * | 2014-11-04 | 2015-03-25 | 江苏中路工程技术研究院有限公司 | Composite anti-skidding abrasion layer, and preparation method and application of composite anti-skidding abrasion layer |
| CN104533053A (en) * | 2014-11-25 | 2015-04-22 | 福州皇家地坪有限公司 | Construction method of epoxy floor |
| CN104974536A (en) * | 2015-07-07 | 2015-10-14 | 绍兴兰亭沥青技术有限公司 | Environmental protection modified emulsified asphalt and preparation method thereof |
| CN206467980U (en) * | 2017-02-10 | 2017-09-05 | 重庆宝豪斯高新材料有限公司 | Non-solvent epoxy pasta solidify coating structure |
| CN108824120A (en) * | 2018-05-04 | 2018-11-16 | 上海市政工程设计研究总院（集团）有限公司 | A kind of concrete bridge deck pavement structure and its construction method |
| CN109704650A (en) * | 2019-01-26 | 2019-05-03 | 上海宝新特种沥青混凝土有限公司 | A kind of wear-resisting Recycled Asphalt Pavement and its preparation process |
| CN110005168A (en) * | 2019-04-12 | 2019-07-12 | 中国启源工程设计研究院有限公司 | A kind of seamless, cracking resistance, the impact of resistance to hyperbar heavy load epoxide terrace way |
Non-Patent Citations (1)
| Title |
|---|
| 张金升 等: "《交通新材料》", 31 January 2014, 哈尔滨工业大学出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112009573A (en) * | 2020-08-28 | 2020-12-01 | 东风商用车有限公司 | Method for leveling inner decorative bottom plate of cab |
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