CN102086109A - Anti-rutting particles - Google Patents
Anti-rutting particles Download PDFInfo
- Publication number
- CN102086109A CN102086109A CN200910219392XA CN200910219392A CN102086109A CN 102086109 A CN102086109 A CN 102086109A CN 200910219392X A CN200910219392X A CN 200910219392XA CN 200910219392 A CN200910219392 A CN 200910219392A CN 102086109 A CN102086109 A CN 102086109A
- Authority
- CN
- China
- Prior art keywords
- density polyethylene
- asphalt
- resin
- high density
- hdpe
- 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
Links
Landscapes
- Road Paving Structures (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
The invention discloses anti-rutting particles, which are prepared by compounding the following components in percentage by mass: 60 to 75 percent of low density polyethylene, 10 to 25 percent of high density polyethylene, 10 to 20 percent of resin, 5 to 10 percent of rock asphalt and 0 to 5 percent of rubber powder. The anti-rutting particles can enhance the interaction and integrity of an asphalt mineral powder cementing material system, improve the property of an asphalt mixture, improve the high-temperature stability and strength of the asphalt mixture, and achieve the anti-rutting capability of an asphalt pavement.
Description
Technical field
The present invention relates to the additive that uses in a kind of asphalt, particularly relate to a kind of anti-rut particle.
Background technology
The main disease of China's bituminous pavement is that rut makes the surface evenness variation, and occurs phenomenons such as check crack, hole, hole and hole groove very soon, makes the well damage on road surface, influences the normal traffic operation.
Summary of the invention
Technical problem to be solved by this invention is the deficiency that exists at prior art, and a kind of anti-rut particle is provided, and it can increase road surface bearing capacity and wear resisting property, prolongs road surface working life, and saves the pavement recondition expense.
For solving the problems of the technologies described above, the technical solution used in the present invention is: 1. anti-rut particle, it is characterized in that, be composited by new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and rubber powder, their mass percent is: new LDPE (film grade) 60~75%, high density polyethylene(HDPE) 10~25%, resin 10~20%, rock asphalt 5~10%, rubber powder 0~5%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
The present invention compared with prior art has the following advantages: outward appearance of the present invention is particulate state, its with the heating after the asphalt mixture whipping process in, particle in the collision of hot mineral aggregate, shear that wire drawing becomes plastic optical fibre under the comprehensive action, in the skeleton that gathers materials, put up a bridge crosslinked and form fiber and steel bar reinforced effect; Simultaneously, because the existence of polymer fiber, it is netted to make that it forms in agglutinate, having strengthened asphalite arogel ramming material system interacts and globality, and then modification the performance of asphalt, improve stability at high temperature of asphalt mixture and intensity, and reached the rutting resistance of bituminous pavement.
The invention will be further described below in conjunction with specific embodiment, and embodiment is just to explanation of the present invention and non-limiting.
Embodiment
Embodiment 1
The raw material of present embodiment is formed: new LDPE (film grade) 65%, high density polyethylene(HDPE) 12.5%, resin 12.5%, rock asphalt 7.5%, rubber powder 2.5%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
Embodiment 2
The raw material of present embodiment is formed: new LDPE (film grade) 70%, high density polyethylene(HDPE) 10%, resin 10%, rock asphalt 7.5%, rubber powder 2.5%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
Embodiment 3
The raw material of present embodiment is formed: new LDPE (film grade) 60%, high density polyethylene(HDPE) 25%, resin 10%, rock asphalt 5%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
Embodiment 4
The raw material of present embodiment is formed: new LDPE (film grade) 75%, high density polyethylene(HDPE) 10%, resin 10%, rock asphalt 5%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
Embodiment 5
The raw material of present embodiment is formed: new LDPE (film grade) 60%, high density polyethylene(HDPE) 10%, resin 20%, rock asphalt 10%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
Embodiment 6
The raw material of present embodiment is formed: new LDPE (film grade) 60%, high density polyethylene(HDPE) 15%, resin 15%, rock asphalt 5%, rubber powder 5%.
Its preparation method is: new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and the rubber powder of above-mentioned mass percent are dropped into the screw extrusion press blend according to proportioning, be cut into particle by cold drawn granulate equipment again and get product.
Using method: at first mineral aggregate is heated to 170~180 ℃, will resists the rut particle directly to drop into to mix and stir again and carry out dry mixing in the pot, mixed and stirred 10~30 seconds, add heated bitumen at last and continue to stir, 30~60 seconds mixing times, obtain modified asphalt mixture.
The present invention be applicable to requirements such as motorway, heavy traffic road, vehicle intersectional region, airfield runway, bus zone, industrial ground and container stacking place bear the heavy duty road and place, can increase road surface bearing capacity and wear resisting property, prolong road surface working life, thereby save the pavement recondition expense.
Claims (2)
1. anti-rut particle, it is characterized in that, be composited by new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and rubber powder, their mass percent is: new LDPE (film grade) 60~75%, high density polyethylene(HDPE) 10~25%, resin 10~20%, rock asphalt 5~10%, rubber powder 0~5%.
2. a kind of anti-rut particle according to claim 1, it is characterized in that, be composited by new LDPE (film grade), high density polyethylene(HDPE), resin, rock asphalt and rubber powder, their mass percent is: new LDPE (film grade) 65%, high density polyethylene(HDPE) 12.5%, resin 12.5%, rock asphalt 7.5%, rubber powder 2.5%.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200910219392XA CN102086109A (en) | 2009-12-08 | 2009-12-08 | Anti-rutting particles |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN200910219392XA CN102086109A (en) | 2009-12-08 | 2009-12-08 | Anti-rutting particles |
Publications (1)
Publication Number | Publication Date |
---|---|
CN102086109A true CN102086109A (en) | 2011-06-08 |
Family
ID=44098134
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN200910219392XA Pending CN102086109A (en) | 2009-12-08 | 2009-12-08 | Anti-rutting particles |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN102086109A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103059587A (en) * | 2012-12-14 | 2013-04-24 | 北京中交路通科技发展有限公司 | Anti-rutting modifying agent used for asphalt pavement and asphalt mixture containing anti-rutting modifying agent |
CN103408953A (en) * | 2013-08-08 | 2013-11-27 | 山东建筑大学 | Bituminization rubber particle modifying agent and preparation method thereof |
CN106398239A (en) * | 2015-11-27 | 2017-02-15 | 梁清源 | Novel anti-rutting agent and preparation method thereof |
-
2009
- 2009-12-08 CN CN200910219392XA patent/CN102086109A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103059587A (en) * | 2012-12-14 | 2013-04-24 | 北京中交路通科技发展有限公司 | Anti-rutting modifying agent used for asphalt pavement and asphalt mixture containing anti-rutting modifying agent |
CN103059587B (en) * | 2012-12-14 | 2016-01-20 | 北京中交路通科技发展有限公司 | Bituminous pavement tracking-resisting modifier and the asphalt containing tracking-resisting modifier |
CN103408953A (en) * | 2013-08-08 | 2013-11-27 | 山东建筑大学 | Bituminization rubber particle modifying agent and preparation method thereof |
CN103408953B (en) * | 2013-08-08 | 2015-10-28 | 山东建筑大学 | A kind of bituminous grouting rubber grain properties-correcting agent and preparation method |
CN106398239A (en) * | 2015-11-27 | 2017-02-15 | 梁清源 | Novel anti-rutting agent and preparation method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101767957B (en) | Asphalt mixture modifier and application method thereof | |
CN102010532B (en) | Rubber plastic alloy used for warm mix asphalt and preparation method thereof | |
CN101235172B (en) | Asphalt pavement rubber plastic composite anti-rut agent and preparation method thereof | |
CN101891964B (en) | Cementing material for colored pavement and manufacturing method thereof | |
CN101921419B (en) | High-modulus modifier composite of bituminous mixture and preparation method thereof | |
CN102702600B (en) | Environment-friendly asphalt pavement anti-rut agent and preparation method thereof | |
CN112358223B (en) | Warm-mixing agent, regenerant and preparation method of warm-mixing regenerated asphalt mixture | |
CN104861676A (en) | Waste superpolymer based comprehensive asphaltic-mixture modifier and preparation method and application thereof | |
CN105153511A (en) | Modified asphalt mixture modifier and preparation method therefor | |
CN103205040A (en) | Medium-temperature rubber asphalt mixture modifier and preparation method thereof | |
CN101735628A (en) | Waste tire rubber powder modified asphalt and preparation method thereof | |
CN105419355A (en) | Superfine waste rubber powder-nanometer material compound modified asphalt and preparation method thereof | |
CN104194366A (en) | Low-temperature-resistant high-modulus asphalt modifier and preparation method thereof | |
CN103289420A (en) | Admixing type modifier of asphalt mixture | |
CN104693821A (en) | Bituminous mixture using DVS (direct vat set) high-adhesion modifier and preparation method thereof | |
CN102702601A (en) | Direct addition type rubber powder composite asphalt mixture modifier and preparation method thereof | |
CN104559257A (en) | High-modulus asphalt particle for road building and preparation method thereof | |
CN102174265A (en) | Anti-rutting additive with high modulus and high strength as well as preparation method and applications thereof | |
CN104403333A (en) | Modified asphalt cement particle, preparation method and applications thereof | |
CN101240093B (en) | Road surface strengthening agent | |
CN104693823A (en) | Direct-vat type high-adhesion bituminous mixture modifier and preparation method thereof | |
CN103803837A (en) | Additive for improving asphalt pavement performance and preparation method thereof | |
CN102910861A (en) | Asphalt mixture with high anti-rut capability and preparation method therefor | |
CN102850630A (en) | Anti-rut agent and preparation method thereof | |
CN102086109A (en) | Anti-rutting particles |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110608 |