CN202450408U - Novel highly-anti-pressing road - Google Patents
Novel highly-anti-pressing road Download PDFInfo
- Publication number
- CN202450408U CN202450408U CN2012200143374U CN201220014337U CN202450408U CN 202450408 U CN202450408 U CN 202450408U CN 2012200143374 U CN2012200143374 U CN 2012200143374U CN 201220014337 U CN201220014337 U CN 201220014337U CN 202450408 U CN202450408 U CN 202450408U
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- resistance
- compression
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- pressing
- surface layer
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Abstract
A novel highly-anti-pressing road is formed by an upper surface layer, a bottom surface layer and an anti-pressing layer. The anti-pressing layer is arranged between the upper surface layer and the bottom surface layer, a plurality of anti-pressing boxes are positioned in the anti-pressing layer and are arranged at intervals, cast-in-place reinforced concrete is arranged between the anti-pressing boxes, and the anti-pressing boxes are wrapped in the cast-in-place reinforced concrete. The novel highly-anti-pressing road is simple in structure, and material prices are cheap. Due to the fact that the anti-pressing layer is additionally arranged on the road surface, the anti-pressing boxes are arranged, on one hand, materials are saved, on the other hand, the anti-pressing capability of the road surface is also improved, and compared with an existing road surface, the road surface of the novel highly-anti-pressing road can bear great impact force of motor vehicle tires.
Description
Technical field
The utility model relates to the highway construction technology field, particularly a kind of novel high resistance to compression highway.
Background technology
In the highway in China ground surface material, what extensively adopt is to be main semi-rigid material with pitch.Since the self character of pitch material, at season of summer and winter and day and night temperature, and the impact force of automobile tyre, occur crackle easily, thereby influence the application life of highway, also increased the maintenance cost in later stage.
For these reasons, design a kind of material of both having saved, the novel high resistance to compression highway that can increase the anti-pressure ability on road surface again is problems of needing solution badly of those skilled in the art.
The utility model content
To the defective that above-mentioned prior art exists, the purpose of the utility model provides a kind of novel high resistance to compression highway.
The technical scheme of the utility model is:
A kind of novel high resistance to compression highway; Constitute by upper layer, bottom surface layer and resistance to compression layer; Said resistance to compression layer is arranged between upper layer and the bottom surface layer, is provided with a plurality of resistance to compression boxes in the said resistance to compression layer, and said resistance to compression box alternately; Be cast-in-situ reinforced concrete between the said resistance to compression box, the resistance to compression box is wrapped among the cast-in-situ reinforced concrete.
As optimal technical scheme, the said upper layer of the utility model and the material of bottom surface layer are compact type bituminous concrete.
As optimal technical scheme, the material of the said resistance to compression box of the utility model is a vinyon.
As optimal technical scheme, the said resistance to compression box of the utility model is a polyhedron.
As optimal technical scheme, the said resistance to compression box of the utility model is square or cuboid.
As optimal technical scheme, the described resistance to compression box of the utility model is an opening box, and the resistance to compression box is placed so that Open Side Down.
As optimal technical scheme, the said upper layer and the bottom surface layer set inside of the utility model have reinforce, and said reinforce is crisscross.Further, be penetrated with reinforce between said upper layer and the bottom surface layer.
The beneficial effect of the utility model is:
The utility model is simple in structure, and material price is relatively cheap.Owing to increased the resistance to compression layer on the road surface, and the resistance to compression box be set, saved material on the one hand, also increased the anti-pressure ability on road surface on the other hand, the impact force that can bear bigger automobile tyre than existing road surface.
The utility model is simple in structure, and is reasonable in design, and manufacture craft is simple, and easy construction is fit to apply.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment 1.
The specific embodiment
Should be appreciated that specific embodiment described herein only in order to explanation the utility model, and be not used in qualification the utility model.
With reference to accompanying drawing 1, the specific embodiment 1 of the utility model is proposed, as shown in the figure; A kind of novel high resistance to compression highway is made up of upper layer 1, bottom surface layer 2 and resistance to compression layer 3, and said resistance to compression layer 3 is arranged between upper layer 1 and the bottom surface layer 2; Be provided with a plurality of resistance to compression boxes 4 in the said resistance to compression layer 3; Said resistance to compression box 4 is a cast-in-situ reinforced concrete between the said resistance to compression box 4 alternately, and resistance to compression box 4 is wrapped among the cast-in-situ reinforced concrete.
Wherein: the material of said upper layer 1 and bottom surface layer 2 is the density bituminous concrete.The material of said resistance to compression box 4 is a vinyon.
Said resistance to compression box 4 is a polyhedron.Particularly, said resistance to compression box 4 is square or cuboid.Described resistance to compression box 4 is an opening box, and resistance to compression box 4 is placed so that Open Side Down.Like this, can make difform resistance to compression box according to different application places, thereby make structure more reasonable, make things convenient for design and construction unit to select for use.
Further, said resistance to compression box 4 is formed in one.Like this, its globality of resistance to compression box is very good, does not have any connection slit, not easy fracture, distortion, thereby have good ability to bear, and make whole highway have good intensity and impact resistance, can satisfy actual needs.
For application life and the impact resistance that strengthens highway, the set inside of said upper layer 1 and bottom surface layer 2 has reinforce 5, and said reinforce 5 is crisscross.Further, be penetrated with reinforce 5 between said upper layer 1 and the bottom surface layer 2.Reinforce 5 can adopt reinforcing bar.Like this, reinforce 5 has improved the intensity of upper layer 1 and bottom surface layer 2, also with upper layer 1 and bottom surface layer 2 good drawknots, has strengthened the globality and the impact resistance on road surface, has improved the structural performance of highway greatly.
The above is merely the preferred embodiment of the utility model; Be not therefore and the claim of restriction the utility model; Every equivalent structure transformation that utilizes the utility model manual and accompanying drawing content to be done; Or directly or indirectly be used in other relevant technical fields, all in like manner be included in the scope of patent protection of the utility model.
Claims (8)
1. novel high resistance to compression highway; Constitute by upper layer (1), bottom surface layer (2) and resistance to compression layer (3); It is characterized in that: said resistance to compression layer (3) is arranged between upper layer (1) and the bottom surface layer (2), is provided with a plurality of resistance to compression boxes (4) in the said resistance to compression layer (3), and said resistance to compression box (4) alternately; Be cast-in-situ reinforced concrete between the said resistance to compression box (4), resistance to compression box (4) is wrapped among the cast-in-situ reinforced concrete.
2. novel high resistance to compression highway according to claim 1 is characterized in that: the material of said upper layer (1) and bottom surface layer (2) is a compact type bituminous concrete.
3. novel high resistance to compression highway according to claim 1, it is characterized in that: the material of said resistance to compression box (4) is a vinyon.
4. according to claim 1,2 or 3 described novel high resistance to compression highways, it is characterized in that: said resistance to compression box (4) is a polyhedron.
5. novel high resistance to compression highway according to claim 4 is characterized in that: said resistance to compression box (4) is square or cuboid.
6. novel high resistance to compression highway according to claim 4 is characterized in that: described resistance to compression box (4) is an opening box, and resistance to compression box (4) is placed so that Open Side Down.
7. novel high resistance to compression highway according to claim 4 is characterized in that: the set inside of said upper layer (1) and bottom surface layer (2) has reinforce (5), and said reinforce (5) is crisscross.
8. novel high resistance to compression highway according to claim 7 is characterized in that: be penetrated with reinforce (5) between said upper layer (1) and the bottom surface layer (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200143374U CN202450408U (en) | 2012-01-13 | 2012-01-13 | Novel highly-anti-pressing road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200143374U CN202450408U (en) | 2012-01-13 | 2012-01-13 | Novel highly-anti-pressing road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202450408U true CN202450408U (en) | 2012-09-26 |
Family
ID=46866280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200143374U Expired - Fee Related CN202450408U (en) | 2012-01-13 | 2012-01-13 | Novel highly-anti-pressing road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202450408U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104294736A (en) * | 2014-09-18 | 2015-01-21 | 天津市何七科技有限公司 | Lightweight composite pavement |
| CN105040544A (en) * | 2015-07-24 | 2015-11-11 | 山西省交通科学研究院 | Large longitudinal slope section anti-track asphalt pavement structure |
-
2012
- 2012-01-13 CN CN2012200143374U patent/CN202450408U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104294736A (en) * | 2014-09-18 | 2015-01-21 | 天津市何七科技有限公司 | Lightweight composite pavement |
| CN104294736B (en) * | 2014-09-18 | 2016-08-24 | 天津市何七科技有限公司 | A kind of lightweight composite pavement |
| CN105040544A (en) * | 2015-07-24 | 2015-11-11 | 山西省交通科学研究院 | Large longitudinal slope section anti-track asphalt pavement structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120926 Termination date: 20130113 |