CN205501850U - Culvert structure with retaining wall combination - Google Patents
Culvert structure with retaining wall combination Download PDFInfo
- Publication number
- CN205501850U CN205501850U CN201620096251.9U CN201620096251U CN205501850U CN 205501850 U CN205501850 U CN 205501850U CN 201620096251 U CN201620096251 U CN 201620096251U CN 205501850 U CN205501850 U CN 205501850U
- Authority
- CN
- China
- Prior art keywords
- retaining wall
- culvert
- combined
- top board
- near water
- 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.)
- Withdrawn - After Issue
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Abstract
The utility model provides a culvert structure with retaining wall combination, culvert be for locating the drainage channel under levee body or the road bed, culvert top and below are provided with roof and bottom plate respectively, levee body or road bed incline near water and are equipped with the retaining wall, the retaining wall bottom is fixed in on the roof. The roof of culvert is the basis of retaining wall promptly, has both guaranteed the safety of normal function and the levee body or the road bed of culvert, can guarantee the structure safety of retaining wall again. More conventional retaining wall, whole steadiness also have the promotion, have reduced the investment cost simultaneously again.
Description
Technical field
This utility model relates to hydraulic engineering, road engineering；
Particularly relate to a kind of culvert structure being combined with retaining wall.
Background technology
Culvert is in bunds or road project, in order to make levee body or road stride across water channel smoothly, it is located at the drainage channel under levee body or roadbed, water can be allowed from levee body or highway by flowing into river course by this structure, can also be across size road as the grade separation passage of people, animal and vehicle, or field irrigation is as water channel.
Culvert is the common structure in hydraulic engineering, is passing through levee body or road often has certain degree of depth, and near water, side typically requires and arranges retaining wall to ensure the safety of embankment and to ensure that levee crown road has certain width, also ensures that the function of culvert normally plays.It is safe and reliable, economic and practical how the retaining wall of the setting of culvert side near water is accomplished, is the problem typically encountered in engineering construction.
Utility model content
All deficiencies of prior art in view of the above, the technical problems to be solved in the utility model is to provide a kind of culvert structure being combined with retaining wall, to overcome the drawbacks described above of prior art.
For achieving the above object and other relevant purposes, this utility model provides a kind of culvert structure being combined with retaining wall, culvert is the drainage channel being located under levee body or roadbed, described culvert is respectively arranged with top board and base plate over and under, described levee body or roadbed side near water is provided with retaining wall, is fixed on described top board bottom described retaining wall.
Preferably, described retaining wall side near water uses anti-arc voltage wave formula structure.
Preferably, the wall top of described retaining wall is provided with anticollision railing.
Preferably, the wall body of described retaining wall flushes with the hole of culvert side near water.
Preferably, described culvert is box culvert or square culvert.
Further, if the barrel of described culvert uses segmentation prefabricating construction, then it is fixed on bottom retaining wall on top board by the prefabricated tube coupling of culvert of side near water.
Further, described top board, base plate and retaining wall are reinforced concrete structure.
By above technical scheme, compared to prior art, this utility model has following technical effect that the top board of culvert is the basis of retaining wall, both ensure that the normal function of culvert and levee body or the safety of roadbed, and can guarantee that again the structural safety of retaining wall.More conventional retaining wall, overall steadiness also has lifting, decreases again investment cost simultaneously.
Accompanying drawing explanation
Fig. 1 is a kind of culvert structure facade structures schematic diagram being combined with retaining wall of this utility model.
Element numbers illustrates:
1 base plate
2 top boards
3 retaining walls
4 anti-arc voltage wave structures
5 anticollision railings
6 levee bodys or roadbed
Detailed description of the invention
By particular specific embodiment, embodiment of the present utility model being described below, those skilled in the art can be understood other advantages of the present utility model and effect easily by the content disclosed by this specification.
Refer to Fig. 1.Notice, structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only in order to coordinate the content disclosed in description, understand for those skilled in the art and read, it is not limited to the enforceable qualifications of this utility model, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size, under not affecting effect that this utility model can be generated by and the purpose that can reach, all should still fall in the range of the technology contents disclosed in this utility model obtains and can contain.Simultaneously, in this specification cited as " on ", D score, "left", "right", the term of " middle " and " " etc., it is merely convenient to understanding of narration, and it is not used to limit the enforceable scope of this utility model, being altered or modified of its relativeness, changing under technology contents without essence, when being also considered as the enforceable category of this utility model.
Refering to shown in Fig. 1, this utility model provides a kind of culvert structure being combined with retaining wall, and culvert is the drainage channel being located under levee body or roadbed 6, and culvert is box culvert or square culvert, and culvert is respectively arranged with top board 2 and base plate 1 over and under.The side near water of levee body or roadbed 6 is provided with retaining wall 3, is fixed on top board 2 bottom retaining wall 3.The top board 2 of culvert is the basis of retaining wall, both ensure that the normal function of culvert and levee body or the safety of roadbed, can guarantee that again the structural safety of retaining wall.More conventional retaining wall, overall steadiness also has lifting, decreases again investment cost simultaneously.
As further improvement of the utility model, the side near water of retaining wall 3 uses anti-arc voltage wave formula structure 4.Anti-arc voltage wave formula structure 4 has the biggest protective effect for stormy waves, the longshore culvert in river, rivers and lakes that wave is bigger, can reduce the overtopping wave of wave to greatest extent, it is ensured that levee body or the safety of roadbed 6.Such as the culvert on the river course bank smaller for stormy waves, wave, the most anti-arc voltage wave formula structure 4 can be not provided with.
As further improvement of the utility model, the wall top of retaining wall 3 is provided with anticollision railing 5, and the wall body of retaining wall flushes with the hole of culvert side near water, forms nature, structure comfortable, attractive in appearance.
As further improvement of the utility model, top board 2, base plate 1 and retaining wall 3 are reinforced concrete structure.If culvert uses cast-in-place construction or prefabricated construction all it is achieved that the barrel of described culvert uses segmentation prefabricating construction, then it is fixed on bottom retaining wall on top board by the prefabricated tube coupling of culvert of side near water.Arranging with structure as required, the land side of culvert antisymmetric can also arrange the structure of retaining wall 3.
Above-described embodiment only illustrative principle of the present utility model and effect thereof, not for limiting this utility model.Above-described embodiment all can be modified under spirit and the scope of the present utility model or change by any person skilled in the art.Therefore, art has all equivalence modification or changes that usually intellectual is completed under without departing from the spirit disclosed in this utility model and technological thought such as, must be contained by claim of the present utility model.
Claims (7)
1. the culvert structure being combined with retaining wall, it is characterized in that, culvert is the drainage channel being located under levee body or roadbed, and described culvert is respectively arranged with top board and base plate over and under, described levee body or roadbed side near water is provided with retaining wall, is fixed on described top board bottom described retaining wall.
A kind of culvert structure being combined with retaining wall the most according to claim 1, it is characterised in that described retaining wall side near water uses anti-arc voltage wave formula structure.
A kind of culvert structure being combined with retaining wall the most according to claim 1, it is characterised in that the wall top of described retaining wall is provided with anticollision railing.
A kind of culvert structure being combined with retaining wall the most according to claim 1, it is characterised in that the wall body of described retaining wall flushes with the hole of culvert side near water.
A kind of culvert structure being combined with retaining wall the most according to claim 1, it is characterised in that described culvert is box culvert or square culvert.
6. according to a kind of culvert structure being combined with retaining wall described in any one of claim 1-5, it is characterised in that if the barrel of described culvert uses segmentation prefabricating construction, then it is fixed on bottom retaining wall on top board by the prefabricated tube coupling of culvert of side near water.
7. according to a kind of culvert structure being combined with retaining wall described in any one of claim 1-5, it is characterised in that described top board, base plate and retaining wall are reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620096251.9U CN205501850U (en) | 2016-01-29 | 2016-01-29 | Culvert structure with retaining wall combination |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620096251.9U CN205501850U (en) | 2016-01-29 | 2016-01-29 | Culvert structure with retaining wall combination |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205501850U true CN205501850U (en) | 2016-08-24 |
Family
ID=56724650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620096251.9U Withdrawn - After Issue CN205501850U (en) | 2016-01-29 | 2016-01-29 | Culvert structure with retaining wall combination |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205501850U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107964881A (en) * | 2017-12-26 | 2018-04-27 | 中铁第四勘察设计院集团有限公司 | The method for arranging that a kind of peg board formula barricade is combined with culvert |
| CN110093871A (en) * | 2019-04-18 | 2019-08-06 | 中铁四院集团西南勘察设计有限公司 | The culvert closing-in structure and its construction method of steep slope region are filled out suitable for height |
| CN112593477A (en) * | 2020-10-23 | 2021-04-02 | 青海路拓工程设施制造集团有限公司 | Corrugated steel plate structure retaining wall for pipe arch bridge side and construction method thereof |
| CN112941995A (en) * | 2021-02-01 | 2021-06-11 | 石河子大学 | Combined engineering system for embankment type roadbed sand prevention and flood control functions |
-
2016
- 2016-01-29 CN CN201620096251.9U patent/CN205501850U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107964881A (en) * | 2017-12-26 | 2018-04-27 | 中铁第四勘察设计院集团有限公司 | The method for arranging that a kind of peg board formula barricade is combined with culvert |
| CN107964881B (en) * | 2017-12-26 | 2019-09-24 | 中铁第四勘察设计院集团有限公司 | A kind of method for arranging that peg board formula barricade is combined with culvert |
| CN110093871A (en) * | 2019-04-18 | 2019-08-06 | 中铁四院集团西南勘察设计有限公司 | The culvert closing-in structure and its construction method of steep slope region are filled out suitable for height |
| CN112593477A (en) * | 2020-10-23 | 2021-04-02 | 青海路拓工程设施制造集团有限公司 | Corrugated steel plate structure retaining wall for pipe arch bridge side and construction method thereof |
| CN112941995A (en) * | 2021-02-01 | 2021-06-11 | 石河子大学 | Combined engineering system for embankment type roadbed sand prevention and flood control functions |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160824 Effective date of abandoning: 20220415 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20160824 Effective date of abandoning: 20220415 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |