CN201180257Y - Road transfinite protection architecture - Google Patents
Road transfinite protection architecture Download PDFInfo
- Publication number
- CN201180257Y CN201180257Y CNU2008200702485U CN200820070248U CN201180257Y CN 201180257 Y CN201180257 Y CN 201180257Y CN U2008200702485 U CNU2008200702485 U CN U2008200702485U CN 200820070248 U CN200820070248 U CN 200820070248U CN 201180257 Y CN201180257 Y CN 201180257Y
- Authority
- CN
- China
- Prior art keywords
- road
- transfinites
- roadbed
- protection architecture
- ditch
- 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
Links
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model discloses a road transfinites protection architecture suitable for protection of highway, bridge and culvert, this kind of road transfinites protection architecture and includes the road bed, establishes a road bed ditch at the cross section of road bed, places the limit support board on the road bed ditch.
Description
Technical field
The utility model discloses a kind of road protection structure that transfinites, can use in speedway, common road, bridges and culverts field.
Background technology
Road, bridges and culverts are the central core of circulation of land route transportation, and bearing capacity is big.The bearing capacity of road, bridges and culverts designs in advance, if vehicle load is overweight, exceeds the bearing capacity of road, bridges and culverts, just easily pavement of road is damaged by pressure, bridges and culverts is pressed collapse, and influences road transport.For limiting overload of vehicle, method commonly used is to set up weight bridge weighing, this not only bothersome, effort, and also when transfiniting the rare carelessness of security personnel, overloaded vehicle is exercised without hindrance in the same old way, and the overload of vehicle operation happens occasionally, and road is damaged by pressure.At present, also there is not a kind of transfinite road protection structure that transfinites of protection of road that is applicable to.
Summary of the invention
At road transport overload of vehicle phenomenon, the utility model discloses a kind of road protection structure that transfinites, the road bridges and culverts is used this road protection structure that transfinites, and can effectively stop the overload of vehicle operation, protection road bridges and culverts application life.
The scheme that solves for the purpose that realizes the utility model proposes is:
Design a kind of road protection structure that transfinites, this road protection structure that transfinites comprises roadbed, establishes a roadbed ditch at the cross section of roadbed, places the limit for tonnage plate on the roadbed ditch.
The utility model has the advantages that simple in structurely, design and construction are convenient, and realize easily;
Distinguishing feature of the present utility model is can stop overloaded vehicle to pass through, and effectively protects road, bridges and culverts not to be damaged by pressure by overloaded vehicle.
Description of drawings
Further describe technical characterictic of the present utility model below in conjunction with accompanying drawing:
Accompanying drawing is the sectional structure schematic diagram of an embodiment of the utility model:
Among the figure: 1, roadbed 2, roadbed ditch 3, limit for tonnage plate
The specific embodiment
As shown in drawings, 1 among the figure is roadbed, locates transversal road surface road breaking base ditch 2 on the road surface of roadbed 1, places limit for tonnage plate 3 on roadbed ditch 2.
Limit for tonnage principle of the present utility model is: the limit for tonnage amount of limit for tonnage plate 3 promptly is the bearing capacity of road, bridges and culverts, and when the load-carrying of exercising vehicle on the limit for tonnage plate 3 surpassed the ability to bear of limit for tonnage plate 3, limit for tonnage plate 3 was just crooked or fracture, with collapsible wheel in roadbed ditch 2.
Claims (1)
1, a kind of road protection structure that transfinites, this road protection structure that transfinites comprises roadbed (1), it is characterized in that: the described road protection structure that transfinites is to establish a roadbed ditch (2) at the cross section of roadbed (1), goes up at roadbed ditch (2) and places limit for tonnage plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200702485U CN201180257Y (en) | 2008-04-18 | 2008-04-18 | Road transfinite protection architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200702485U CN201180257Y (en) | 2008-04-18 | 2008-04-18 | Road transfinite protection architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201180257Y true CN201180257Y (en) | 2009-01-14 |
Family
ID=40249757
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200702485U Expired - Fee Related CN201180257Y (en) | 2008-04-18 | 2008-04-18 | Road transfinite protection architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201180257Y (en) |
-
2008
- 2008-04-18 CN CNU2008200702485U patent/CN201180257Y/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090114 |