CN204080584U - Road surface structure - Google Patents
Road surface structure Download PDFInfo
- Publication number
- CN204080584U CN204080584U CN201420371148.1U CN201420371148U CN204080584U CN 204080584 U CN204080584 U CN 204080584U CN 201420371148 U CN201420371148 U CN 201420371148U CN 204080584 U CN204080584 U CN 204080584U
- Authority
- CN
- China
- Prior art keywords
- soffit
- road surface
- resin bed
- type resin
- slurry seal
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of road surface structure, comprise panel, panel upper surface is equipped with one deck skid resistant course, panel soffit is provided with slurry seal, slurry seal thickness is greater than plate thickness, slurry seal soffit is provided with cold painting type resin bed, cold painting type resin bed is bonding by anti-thin man of great strength's soil stabilizer with between slurry seal, cold painting type resin bed soffit is provided with inorganic sandstone aggregate layer, steel nail is interspersed with between inorganic sandstone aggregate layer and cold painting type resin bed, inorganic sandstone aggregate layer soffit is provided with Kang Shu power basic unit, Kang Shu power basic unit soffit is provided with anti-thin power subbase.This road surface structure effectively can prevent surface gathered water, and improve the abrasion resistance on road surface, reduce the danger of slipperiness on roads in winter, there is certain skid resistance, simultaneously without the need to too much processing process, later maintenance only needs filling up of anti-thin power engineering soil, repairs simple, greatly reduces and build cost.
Description
Technical field
The utility model relates to a kind of road structure, particularly a kind of road surface structure.
Background technology
The development of highway transport industry and national economic development level, income level of resident, consumption structure upgrade and road network road conditions etc. closely related.The continuous improvement of upgrading and the road network road conditions gradually of the sustained and rapid development of Chinese national economy, the continuous growth of income level of resident, consumption structure, development for highway in China carrier provides good total environment, and highway in China carrier developing prospect is wide.Along with the fast development of national economy and the growth of goods and materials flowing, thus to the demand of highway transportation also in continuous growth, general highway structure can not better transport, some highway structure poor performance, after the use of certain hour, damaged condition is very serious, repair also more complicated, both be unfavorable for the saving of building cost, and have impact on again normal highway transportation, be also short of to some extent in non-skid property in addition.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides one effectively can prevent surface gathered water, and improves the abrasion resistance on road surface, reduce the danger of slipperiness on roads in winter, have the road surface structure of certain skid resistance.
To achieve these goals, the technical solution adopted in the utility model is such: road surface structure of the present utility model, comprise panel, panel upper surface is equipped with one deck skid resistant course, panel soffit is provided with slurry seal, slurry seal thickness is greater than plate thickness, slurry seal soffit is provided with cold painting type resin bed, cold painting type resin bed is bonding by anti-thin man of great strength's soil stabilizer with between slurry seal, cold painting type resin bed soffit is provided with inorganic sandstone aggregate layer, steel nail is interspersed with between inorganic sandstone aggregate layer and cold painting type resin bed, inorganic sandstone aggregate layer soffit is provided with Kang Shu power basic unit, Kang Shu power basic unit soffit is provided with anti-thin power subbase, anti-thin bonding by pitch bonding agent between power subbase with Kang Shu power basic unit, anti-power subbase soffit of dredging is provided with permeable formation, permeable formation is respectively equipped with protection muscle and pipeline, protection muscle adopts one group of arrangement between two, protection muscle is arranged on outside pipeline, permeable formation soffit is provided with bottom, underlayer thickness is less than permeation layer thickness.
Further, as a kind of concrete form of structure, microlith screed between bottom described in the utility model and permeable formation, is equipped with.
Further, as a kind of concrete form of structure, surface layer described in the utility model is rigid surface or flexible cladding.
Further, as a kind of concrete form of structure, rigid surface described in the utility model is Portland Cement Concrete Surface Course.
Further, as a kind of concrete form of structure, flexible cladding described in the utility model is asphalt concrete pavement.
Further, as a kind of concrete form of structure, slurry seal thickness described in the utility model is between 200-500 millimeter.
Compared with prior art, the utility model has the advantage of: this road surface structure effectively can prevent surface gathered water, and improve the abrasion resistance on road surface, reduce the danger of slipperiness on roads in winter, have certain skid resistance, simultaneously without the need to too much processing process, later maintenance only needs filling up of anti-thin power engineering soil, repair simple, greatly reduce and build cost.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. panel; 2. slurry seal; 3. cold painting type resin bed; 4. inorganic sandstone aggregate layer; 5. Kang Shu power basic unit; 6. anti-thin power subbase; 7. permeable formation; 8. protect muscle; 9. pipeline; 10. bottom.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model road surface structure as shown in Figure 1, comprise panel 1, panel 1 upper surface is equipped with one deck skid resistant course, panel 1 soffit is provided with slurry seal 2, slurry seal 2 thickness is greater than panel 1 thickness, slurry seal 2 soffit is provided with cold painting type resin bed 3, cold painting type resin bed 3 is bonding by anti-thin man of great strength's soil stabilizer with between slurry seal 2, cold painting type resin bed 3 soffit is provided with inorganic sandstone aggregate layer 4, steel nail is interspersed with between inorganic sandstone aggregate layer 4 and cold painting type resin bed 3, inorganic sandstone aggregate layer 4 soffit is provided with Kang Shu power basic unit 5, Kang Shu power basic unit 5 soffit is provided with anti-thin power subbase 6, anti-thin bonding by pitch bonding agent between power subbase 6 with Kang Shu power basic unit 5, anti-power subbase 6 soffit of dredging is provided with permeable formation 7, permeable formation 7 is respectively equipped with protection muscle 8 and pipeline 9, protection muscle 8 adopts one group of arrangement between two, protection muscle 8 is arranged on outside pipeline 9, permeable formation 7 soffit is provided with bottom 10, bottom 10 thickness is less than permeable formation 7 thickness, microlith screed is equipped with between described bottom 10 and permeable formation 7, described surface layer 1 is rigid surface or flexible cladding, described rigid surface is Portland Cement Concrete Surface Course, described flexible cladding is asphalt concrete pavement, described slurry seal 2 thickness is between 200-500 millimeter.
Road surface structure of the present utility model effectively can prevent surface gathered water, and improve the abrasion resistance on road surface, reduce the danger of slipperiness on roads in winter, there is certain skid resistance, simultaneously without the need to too much processing process, later maintenance only needs filling up of anti-thin power engineering soil, repairs simple, greatly reduces and build cost.Be equipped with microlith screed between described bottom 10 and permeable formation 7, enhance structural performance; Described surface layer 1 is rigid surface or flexible cladding, reduces frictional property, can better provide better functional performance for highway transportation; Described rigid surface is Portland Cement Concrete Surface Course, and described flexible cladding is asphalt concrete pavement, meets design requirement; Described slurry seal 2 thickness, between 200-500 millimeter, meets the standard of highway pavement design.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a road surface structure, comprise panel, it is characterized in that: panel upper surface is equipped with one deck skid resistant course, panel soffit is provided with slurry seal, slurry seal thickness is greater than plate thickness, slurry seal soffit is provided with cold painting type resin bed, cold painting type resin bed is bonding by anti-thin man of great strength's soil stabilizer with between slurry seal, cold painting type resin bed soffit is provided with inorganic sandstone aggregate layer, steel nail is interspersed with between inorganic sandstone aggregate layer and cold painting type resin bed, inorganic sandstone aggregate layer soffit is provided with Kang Shu power basic unit, Kang Shu power basic unit soffit is provided with anti-thin power subbase, anti-thin bonding by pitch bonding agent between power subbase with Kang Shu power basic unit, anti-power subbase soffit of dredging is provided with permeable formation, permeable formation is respectively equipped with protection muscle and pipeline, protection muscle adopts one group of arrangement between two, protection muscle is arranged on outside pipeline, permeable formation soffit is provided with bottom, underlayer thickness is less than permeation layer thickness.
2. road surface structure according to claim 1, is characterized in that: be equipped with microlith screed between described bottom and permeable formation.
3. road surface structure according to claim 1, is characterized in that: described surface layer is rigid surface or flexible cladding.
4. road surface structure according to claim 3, is characterized in that: described rigid surface is Portland Cement Concrete Surface Course.
5. road surface structure according to claim 3, is characterized in that: described flexible cladding is asphalt concrete pavement.
6. road surface structure according to claim 1, is characterized in that: described slurry seal thickness is between 200-500 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420371148.1U CN204080584U (en) | 2014-07-07 | 2014-07-07 | Road surface structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420371148.1U CN204080584U (en) | 2014-07-07 | 2014-07-07 | Road surface structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204080584U true CN204080584U (en) | 2015-01-07 |
Family
ID=52173319
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420371148.1U Expired - Fee Related CN204080584U (en) | 2014-07-07 | 2014-07-07 | Road surface structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204080584U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153271A (en) * | 2014-07-07 | 2014-11-19 | 成都科创佳思科技有限公司 | Road pavement structure |
| CN107815948A (en) * | 2017-10-27 | 2018-03-20 | 中泰国际高新技术有限公司 | Road assembling method based on chain spigot-and-socket ballast lump |
-
2014
- 2014-07-07 CN CN201420371148.1U patent/CN204080584U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153271A (en) * | 2014-07-07 | 2014-11-19 | 成都科创佳思科技有限公司 | Road pavement structure |
| CN107815948A (en) * | 2017-10-27 | 2018-03-20 | 中泰国际高新技术有限公司 | Road assembling method based on chain spigot-and-socket ballast lump |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: HUANG MEI Effective date: 20141229 Owner name: HUANG KAIJI Free format text: FORMER OWNER: CHENGDU KECHUANG JIASI TECHNOLOGY CO., LTD. Effective date: 20141229 Owner name: SICHUAN CNAC MINGJIE CONSTRUCTION ENGINEERING CO., Free format text: FORMER OWNER: HUANG KAIJI Effective date: 20141229 Owner name: HUANG MEI Effective date: 20141229 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 610000 CHENGDU, SICHUAN PROVINCE TO: 615014 LIANGSHAN YI AUTONOMOUS PREFECTURE, SICHUAN PROVINCE Free format text: CORRECT: ADDRESS; FROM: 615014 LIANGSHAN YI AUTONOMOUS PREFECTURE, SICHUAN PROVINCE TO: 610094 CHENGDU, SICHUAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141229 Address after: 610094 A, building 3, building 1, three section, south section of the two ring road, Chengdu, Sichuan, Wuhou District, Patentee after: SICHUAN ZHONGHANG MINGJIE CONSTRUCTION ENGINEERING Co.,Ltd. Address before: Rich village in Sichuan province Xichang City Yuehua Township 615014 Group No. 14 7 Patentee before: Huang Kaiji Patentee before: Huang Mei Effective date of registration: 20141229 Address after: Rich village in Sichuan province Xichang City Yuehua Township 615014 Group No. 14 7 Patentee after: Huang Kaiji Patentee after: Huang Mei Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Patentee before: CHENGDU KECHUANG JIASI TECHNOLOGY Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20150707 |
|
| EXPY | Termination of patent right or utility model |