CN204626330U - A kind of combined type frontier defense bank structure - Google Patents
A kind of combined type frontier defense bank structure Download PDFInfo
- Publication number
- CN204626330U CN204626330U CN201520201000.8U CN201520201000U CN204626330U CN 204626330 U CN204626330 U CN 204626330U CN 201520201000 U CN201520201000 U CN 201520201000U CN 204626330 U CN204626330 U CN 204626330U
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- China
- Prior art keywords
- barricade
- frontier defense
- combined type
- wave wall
- wave
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Abstract
The utility model provides a kind of combined type frontier defense bank structure, comprise the wave wall arranged along water bank, described wave wall clear width is provided with barricade, barricade elevation is higher than wave wall, be provided with one-level platform between barricade and wave wall and form isolation strip, be provided with secondary platform inside barricade, the minimum flood control that described secondary platform height meets bunds is set up defences elevation.The setting of one-level platform both can isolate warning region as frontier defense when needed, again can when needed as the water balcony of embankment.Technically, the setting of one-level platform both served wave damping effect, reduced wave run-up, thus reduced the height of barricade; In turn increase levee body width, increase the overall steadiness of embankment; The setting in wave wall and gutter ensure that the safety of one-level platform personnel.Secondary platform height is that the flood control of bunds is set up defences elevation, secondary platform can be arranged flood control passage, levee crown road and landscape planting etc.
Description
Technical field
The utility model relates to hydraulic engineering, particularly relates to a kind of combined type frontier defense bank structure.
Background technology
Embankment is the common structure in hydraulic engineering, is the important engineering measure resisting the harm of flood (tide) water, plays a great role in the improvement in river, lake, river, sea.Along with socioeconomic development, it is also proposed more and more higher requirement to the hydrophily and view etc. of embankment, the theory of people's water harmony is more and more subject to people's attention.
But to the embankment that some have specific function to require, as being positioned at the bunds near border, embankment is both demand fulfillment flood control requirement, again requirements of demand fulfillment frontier defense Isolation Management often, wish that again embankment has hydrophily simultaneously.
Utility model content
Technical problem to be solved in the utility model is exactly for prior art above shortcomings, provides a kind of combined type frontier defense bank structure, for solving the problems of the prior art.
For achieving the above object and other relevant objects, the utility model provides a kind of combined type frontier defense bank structure, comprise the wave wall arranged along water bank, described wave wall clear width is provided with barricade, barricade elevation is higher than wave wall, be provided with one-level platform between barricade and wave wall and form isolation strip, be provided with secondary platform inside barricade, the minimum flood control that described secondary platform height meets bunds is set up defences elevation.
Further, the side near water on wave wall top and barricade top all adopts anti-arc voltage wave formula structure.
Further, gutter is provided with between described wave wall and one-level platform.
Further, described secondary platform and the one-level platform discrepancy in elevation are 2.0m.
Further, described one-level berm width is greater than 8.0m.
Further, described one-level platform surface is hard paving structure.
Further, described one-level platform surface arranges the transverse drainage gradient of 2%.
Further, described wave wall, barricade are reinforced concrete structure.
Further, described barricade wall top is provided with penetrating landscape type railing.
By above technical scheme, the utility model has following technique effect compared to prior art: the setting of one-level platform both can isolate warning region as frontier defense when needed, again can when needed as the water balcony of embankment.Technically, the setting of one-level platform both served wave damping effect, reduced wave run-up, thus reduced the height of barricade; In turn increase levee body width, increase the overall steadiness of embankment; The setting in wave wall and gutter ensure that the safety of one-level platform personnel.Secondary platform height is that the flood control of bunds is set up defences elevation, secondary platform can be arranged flood control passage, levee crown road and landscape planting etc.Barricade adopts Cantilever Type Steel tendon concrete structure, and wall crest elevation and one-level platform discrepancy in elevation 2.0m, meet the anti-climbing requirement of frontier defense.And in top retaining wall portion near water side adopt anti-arc voltage wave and prevent climbing, wall top arranges view railing.
Accompanying drawing explanation
Fig. 1 is the section structure schematic diagram of the utility model combined type frontier defense bank structure.
Element numbers illustrates:
1 one-level platform
2 secondary platforms
3 wave walls
4 barricades
5 hard paving structures
6 gutters
7 railings
8 anti-arc voltage wave formula structures
Detailed description of the invention
By particular specific embodiment, embodiment of the present utility model is described below, person skilled in the art scholar the content disclosed by this manual can understand other advantages of the present utility model and effect easily.
Refer to Fig. 1.Notice, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
Consult shown in Fig. 1, the utility model provides a kind of combined type frontier defense bank structure, comprise the wave wall 3 arranged along water bank, wave wall clear width is provided with barricade 4, the elevation of barricade 4 is higher than wave wall 3, be provided with one-level platform 1 between barricade 4 and wave wall 3 and form isolation strip, the inner side of barricade 4 is provided with secondary platform 2, and the minimum flood control that the elevation of secondary platform 2 meets bunds is set up defences elevation.The width of one-level platform 1 be greater than 8.0m and surface for hard paving structure 5, surface arranges the transverse drainage gradient of 2%, meets protection against erosion and isolation, warning and patrol and to pass through requirement.The setting of one-level platform both can isolate warning region as frontier defense when needed, again can when needed as the water balcony of embankment.Technically, the setting of one-level platform both served wave damping effect, reduced wave run-up, thus reduced the height of barricade 4; In turn increase levee body width, increase the overall steadiness of embankment.
Secondary platform height is that the flood control of bunds is set up defences elevation, secondary platform can be arranged flood control passage, levee crown road and landscape planting etc.Barricade adopts Cantilever Type Steel tendon concrete structure, and secondary platform height and one-level platform discrepancy in elevation 2.0m, meet the anti-climbing requirement of frontier defense.Barricade wall top is provided with penetrating landscape type railing 7.
As further improvement of the utility model, wave wall 3, barricade 4 are reinforced concrete structure, and the side wall near water of wave wall 3 and barricade adopts anti-arc voltage wave formula structure 8 press wave and prevent climbing.Arrange gutter 6 between wave wall 3 and one-level platform 1, the setting in wave wall and gutter ensure that the safety of one-level platform personnel.
As further improvement of the utility model, as required, in some cases, whole embankment section suitably can be raised, do not arrange wave wall 3, change wave wall 3 into penetrating railing, landscape effect is better.
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not for limiting the utility model.Any person skilled in the art scholar all without prejudice under spirit of the present utility model and category, can modify above-described embodiment or changes.Therefore, such as have in art and usually know that the knowledgeable modifies or changes not departing from all equivalences completed under the spirit and technological thought that the utility model discloses, must be contained by claim of the present utility model.
Claims (9)
1. a combined type frontier defense bank structure, comprise the wave wall arranged along water bank, it is characterized in that, described wave wall clear width is provided with barricade, barricade elevation is higher than wave wall, be provided with one-level platform between barricade and wave wall and form isolation strip, be provided with secondary platform inside barricade, the minimum flood control that described secondary platform height meets bunds is set up defences elevation.
2. combined type frontier defense bank structure according to claim 1, is characterized in that, the side near water on wave wall top and barricade top all adopts anti-arc voltage wave formula structure.
3. combined type frontier defense bank structure according to claim 1, is characterized in that, be provided with gutter between described wave wall and one-level platform.
4. combined type frontier defense bank structure according to claim 1, is characterized in that, described secondary platform and the one-level platform discrepancy in elevation are 2.0m.
5. combined type frontier defense bank structure according to claim 1, is characterized in that, described one-level berm width is greater than 8.0m.
6. combined type frontier defense bank structure according to claim 1, is characterized in that, described one-level platform surface is hard paving structure.
7. combined type frontier defense bank structure according to claim 1, is characterized in that, described one-level platform surface arranges the transverse drainage gradient of 2%.
8. combined type frontier defense bank structure according to claim 1, it is characterized in that, described wave wall, barricade are reinforced concrete structure.
9. combined type frontier defense bank structure according to claim 1, is characterized in that, described barricade wall top is provided with penetrating landscape type railing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520201000.8U CN204626330U (en) | 2015-04-03 | 2015-04-03 | A kind of combined type frontier defense bank structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520201000.8U CN204626330U (en) | 2015-04-03 | 2015-04-03 | A kind of combined type frontier defense bank structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204626330U true CN204626330U (en) | 2015-09-09 |
Family
ID=54045374
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520201000.8U Expired - Fee Related CN204626330U (en) | 2015-04-03 | 2015-04-03 | A kind of combined type frontier defense bank structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN204626330U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119625A (en) * | 2017-06-29 | 2017-09-01 | 广东省水利电力勘测设计研究院 | Multifunctional ecological sea wall structure system |
| CN110747810A (en) * | 2019-11-05 | 2020-02-04 | 深圳春沐源控股有限公司 | Revetment structure |
| CN110761242A (en) * | 2019-10-11 | 2020-02-07 | 中国葛洲坝集团第一工程有限公司 | Concrete wave wall composite structure and construction method thereof |
-
2015
- 2015-04-03 CN CN201520201000.8U patent/CN204626330U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119625A (en) * | 2017-06-29 | 2017-09-01 | 广东省水利电力勘测设计研究院 | Multifunctional ecological sea wall structure system |
| CN110761242A (en) * | 2019-10-11 | 2020-02-07 | 中国葛洲坝集团第一工程有限公司 | Concrete wave wall composite structure and construction method thereof |
| CN110761242B (en) * | 2019-10-11 | 2021-03-30 | 中国葛洲坝集团第一工程有限公司 | Concrete wave wall composite structure and construction method thereof |
| CN110747810A (en) * | 2019-11-05 | 2020-02-04 | 深圳春沐源控股有限公司 | Revetment 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: 20150909 Termination date: 20210403 |