CN204959531U - Reinforced structure of outstanding ground road road bed - Google Patents
Reinforced structure of outstanding ground road road bed Download PDFInfo
- Publication number
- CN204959531U CN204959531U CN201520529570.XU CN201520529570U CN204959531U CN 204959531 U CN204959531 U CN 204959531U CN 201520529570 U CN201520529570 U CN 201520529570U CN 204959531 U CN204959531 U CN 204959531U
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- road
- board
- gradient
- trapezoidal plate
- road foundation
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Abstract
The utility model discloses a reinforced structure of outstanding ground road road bed, reach side guide down including last framework, lower pillar, going up the framework and including a plurality of boards of falling right trapezoid, top board and go up the side guide, the top board fixes that to become the slope fixed in the top of the board of falling right trapezoid and with the board of falling right trapezoid, and it is fixed along the hypotenuse of the board of falling right trapezoid to go up the side guide, and lower pillar is vertical to be set up at the both sides of road road bed and the lower frame of the top fixed connection board of falling right trapezoid, and the pillar one -tenth slope was fixed under lower side guide was followed, the middle position of the board of falling right trapezoid is equipped with the round hole, the utility model discloses a subgrade strengthening structure adopts down the pillar as the ground stake, can be when the outstanding ground of road plays fine support protection to road road bed both sides, and the middle position of the board of falling right trapezoid that adopts in addition is equipped with the round hole, can protect PE in the round hole to manage and not receive the damage.
Description
Technical field
The utility model relates to a kind of civil engineering facility, particularly relates to the ruggedized construction of a kind of outstanding ground road foundation.
Background technology
At present, in road design with in building, there is the outstanding road section, particularly ground level road on ground and the bound fraction of elevated road.Because road foundation is trapezium structure, after earth's surface is given prominence on road surface, be subject to the impact of natural environment, there will be slope and land slide phenomenon.The road on this outstanding ground often needs walling to prevent road both sides from coming down, but walling is in order to meet the requirement of load-bearing, usual employing ramp type structure, ramp slope is crossed conference and is caused floor space large, the road surface existed for road both sides impacts, and the gradient is too small, can not meet load-bearing requirements well.And; in the construction of road; need at road both sides provided underground PE(polyethylene) pipe; at PE pipe from ground excessively to overhead process; if PE pipe is not protected fully; may occur damaging; the cable of PE pipe inside and holding wire is caused to break down; and then interference is caused to the circuit of whole road and signal line; in order to avoid above-mentioned defect; need to provide one can play a well overfill protection when road gives prominence to ground to road foundation both sides, PE can also be protected to manage injury-free ruggedized construction.
Utility model content
Technical problem to be solved in the utility model is: provide a kind of and play a well overfill protection when road gives prominence to ground to road foundation both sides, PE can also be protected to manage injury-free ruggedized construction.
To achieve these goals, the utility model adopts following technical scheme to be achieved: the ruggedized construction of a kind of outstanding ground road foundation, comprise upper frame body, lower pilum and lower platen, described upper frame body comprises some chamfer trapezoidal plates, top board and upper platen, top board is fixed on the top of chamfer trapezoidal plate and becomes the gradient to fix with chamfer trapezoidal plate, upper platen is fixed along the hypotenuse of chamfer trapezoidal plate, lower pilum is vertically built up in the both sides of road foundation and top is fixedly connected with the lower frame of chamfer trapezoidal plate, lower platen becomes the gradient to fix along lower pilum, the middle position of described chamfer trapezoidal plate is provided with circular hole.
Further, as a kind of concrete form of structure, the lower frame of chamfer trapezoidal plate described in the utility model is outstanding strip.
Further, as a kind of concrete form of structure, strip lower frame downward vertical described in the utility model connects 2 to 4 lower pilums.
Further, as a kind of concrete form of structure, the gradient of top board described in the utility model is identical with road grade.
Further, as a kind of concrete form of structure, the gradient of upper platen described in the utility model is identical with road grade.
Further, as a kind of concrete form of structure, the gradient of lower platen described in the utility model is identical with road grade.
Further, as a kind of concrete form of structure, the hypotenuse gradient of chamfer trapezoidal plate described in the utility model is identical with the grade of side slope of road foundation.
Further, as a kind of concrete form of structure, lower pilum described in the utility model is Reinforced Concrete Materials.
Further, as a kind of concrete form of structure, in circular hole described in the utility model, be equipped with PE pipe.
Relative to prior art; the utility model has the advantage of: this subgrade strengthening structure adopts lower pilum as pile; a well overfill protection can be played to road foundation both sides when road gives prominence to ground; and the middle position of the chamfer trapezoidal plate adopted is provided with circular hole; the PE in circular hole can be protected to manage injury-free, overcome the defect of prior art.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the structural representation of the utility model one embodiment; Fig. 2 is the structural representation of the utility model one embodiment.
In figure: 10. upper frame body; 11. chamfer trapezoidal plates; 12. top boards; 13. upper platen; 111. circular hole; 20. times pilums; 30. lower platen.
Detailed description of the invention
Be described in further detail the utility model by reference to the accompanying drawings 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 structure as depicted in figs. 1 and 2, comprise upper frame body 10, lower pilum 20 and lower platen 30, described upper frame body 10 comprises some chamfer trapezoidal plates 11, top board 12 and upper platen 13, top board 12 is fixed on the top of chamfer trapezoidal plate 11 and fixes with chamfer trapezoidal plate 11 one-tenth gradients, upper platen 13 is fixed along the hypotenuse of chamfer trapezoidal plate 11, lower pilum 20 is vertically built up in the both sides of road foundation and top is fixedly connected with the lower frame of chamfer trapezoidal plate 11, lower platen 30 is fixed along the lower pilum 20 one-tenth gradient, the middle position of described chamfer trapezoidal plate 11 is provided with circular hole 111.The lower frame of described chamfer trapezoidal plate 11 is outstanding strip, and described strip lower frame downward vertical connects 2 to 4 lower pilums 20.The gradient of described top board 12 is identical with road grade, the gradient of described upper platen 13 is identical with road grade, the gradient of described lower platen 30 is identical with road grade, the hypotenuse gradient of described chamfer trapezoidal plate 11 is identical with the grade of side slope of road foundation, described lower pilum 20 is Reinforced Concrete Materials, is equipped with PE pipe in described circular hole 111.
Subgrade strengthening structure of the present utility model adopts lower pilum 20 as pile; a well overfill protection can be played to road foundation both sides when road gives prominence to ground; and the middle position of the chamfer trapezoidal plate 11 adopted is provided with circular hole 111, the PE in circular hole 111 can be protected to manage injury-free.The lower frame of chamfer trapezoidal plate 11 described in the utility model is outstanding strip, and outstanding strip lower frame can uniform force and to bear pressure larger.Described strip lower frame downward vertical connects 2 to 4 lower pilums 20, and lower pilum 20 is solid and reliable as pile, adopts 2 to 4 lower pilums 20 can uniform stressed, saving resource.The gradient of described top board 12 is identical with road grade, the gradient of described upper platen 13 is identical with road grade, the gradient of described lower platen 30 is identical with road grade, and the gradient of top board 12, upper platen 13, lower platen 30 is matched with road grade.The hypotenuse gradient of described chamfer trapezoidal plate 11 is identical with the grade of side slope of road foundation, and the angle of inclination of upper platen 13 can be made identical with road foundation, can bear the pressure from road foundation better.Described lower pilum 20 is Reinforced Concrete Materials, and lower pilum 20 adopts Reinforced Concrete Materials solid and reliable as pile.Be equipped with PE pipe in described circular hole 111, PE pipe is arranged in circular hole 111, is subject to the protection of chamfer trapezoidal plate 11.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this utility model technological thought, carry out various change and amendment, the technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (9)
1. the ruggedized construction of an outstanding ground road foundation, it is characterized in that, comprise upper frame body, lower pilum and lower platen, described upper frame body comprises some chamfer trapezoidal plates, top board and upper platen, top board is fixed on the top of chamfer trapezoidal plate and becomes the gradient to fix with chamfer trapezoidal plate, upper platen is fixed along the hypotenuse of chamfer trapezoidal plate, lower pilum is vertically built up in the both sides of road foundation and top is fixedly connected with the lower frame of chamfer trapezoidal plate, lower platen becomes the gradient to fix along lower pilum, and the middle position of described chamfer trapezoidal plate is provided with circular hole.
2. the ruggedized construction of outstanding ground according to claim 1 road foundation, is characterized in that, the lower frame of described chamfer trapezoidal plate is outstanding strip.
3. the ruggedized construction of outstanding ground according to claim 2 road foundation, is characterized in that, described strip lower frame downward vertical connects 2 to 4 lower pilums.
4. the ruggedized construction of outstanding ground according to claim 1 road foundation, it is characterized in that, the gradient of described top board is identical with road grade.
5. the ruggedized construction of outstanding ground according to claim 1 road foundation, it is characterized in that, the gradient of described upper platen is identical with road grade.
6. the ruggedized construction of outstanding ground according to claim 1 road foundation, it is characterized in that, the gradient of described lower platen is identical with road grade.
7. the ruggedized construction of outstanding ground according to claim 1 road foundation, is characterized in that, the hypotenuse gradient of described chamfer trapezoidal plate is identical with the grade of side slope of road foundation.
8. the ruggedized construction of outstanding ground according to claim 1 road foundation, is characterized in that, described lower pilum is Reinforced Concrete Materials.
9. the ruggedized construction of outstanding ground according to claim 1 road foundation, is characterized in that, is equipped with PE pipe in described circular hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520529570.XU CN204959531U (en) | 2015-07-21 | 2015-07-21 | Reinforced structure of outstanding ground road road bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520529570.XU CN204959531U (en) | 2015-07-21 | 2015-07-21 | Reinforced structure of outstanding ground road road bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204959531U true CN204959531U (en) | 2016-01-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520529570.XU Expired - Fee Related CN204959531U (en) | 2015-07-21 | 2015-07-21 | Reinforced structure of outstanding ground road road bed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204959531U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040540A (en) * | 2015-07-21 | 2015-11-11 | 成都迅德科技有限公司 | Roadbed reinforcing structure for road protruding out of ground |
-
2015
- 2015-07-21 CN CN201520529570.XU patent/CN204959531U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040540A (en) * | 2015-07-21 | 2015-11-11 | 成都迅德科技有限公司 | Roadbed reinforcing structure for road protruding out of ground |
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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 |
Granted publication date: 20160113 Termination date: 20160721 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |