CN102465504A - Anti-wave revetment - Google Patents
Anti-wave revetment Download PDFInfo
- Publication number
- CN102465504A CN102465504A CN2010105376732A CN201010537673A CN102465504A CN 102465504 A CN102465504 A CN 102465504A CN 2010105376732 A CN2010105376732 A CN 2010105376732A CN 201010537673 A CN201010537673 A CN 201010537673A CN 102465504 A CN102465504 A CN 102465504A
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- CN
- China
- Prior art keywords
- wave
- revetment
- shore protection
- unrestrained
- construction
- 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.)
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Abstract
The invention relates to a novel anti-wave revetment, i.e. an FLARE-type anti-wave revetment. The majority of the upper part of an embankment body of the revetment is convex towards a sea, and waves can be smoothly beaten back to the sea due to the arc-shaped part, thereby reducing the wave overtopping volume. Water management experiments have proved that the method has the same wave absorption effect as square concrete blocks. Moreover, the construction method of minimizing land-based construction and the construction period is adopted, the steel-concrete structure is used to reduce the weight, and prefabricated structures are applied to simplify the onsite construction. In addition, the upper part of the embankment body can be used as a park, a sidewalk, a parking area and for other purposes from the functional perspective, and the coastal road can be widened. Also, the method has the advantages that the disappearing area of a front water area can be reduced and a hydrophilic field can be ensured.
Description
Technical field
The present invention relates to a kind of anti-unrestrained shore protection, is the anti-unrestrained shore protection of a kind of FLARE type specifically.
Background technology
In current coastal shore protection technology, because the unrestrained more water piece of cross that no thoroughfare for vehicles on the more unrestrained more coastal road that causes of shore protection example, wash up causes example such as car front windshield breakage of common occurrence.Even banketing in the shore protection back side, being washed away runs off causes shore protection to be destroyed.
Summary of the invention
Penetrate go back to the sea for wave is clapped smoothly, reduce the loss thereby can reduce more unrestrained amount, it is the anti-unrestrained shore protection of FLARE type that the present invention proposes the anti-unrestrained shore protection of a kind of new model.
The anti-unrestrained shore protection of FLARE type of the present invention is made up of the anti-unrestrained shore protection of FLARE type (1), base (2), top cover (3), and the anti-unrestrained shore protection of FLARE type (1) comprises arc sections structure (4) and the cage of reinforcement structure of being formed (5), arc sections arrangement of reinforcement (6).
Shore protection levee body of the present invention top is the large tracts of land outstanding shape that borders on the sea, and arc sections can clap wave smoothly and penetrate go back to the sea, reduces the loss thereby can reduce more unrestrained amount.From functional, many purposes utilizations such as park, sidewalk, parking area can be done in levee body top, also can widen coastal road.In addition, the method reduces waters, the place ahead disappearance area in addition, guarantees the advantage in hydrophily field.In addition, the present invention has taked to reduce as far as possible the job practices of land construction, reduction of erection time, therefore uses the steel reinforced concrete structure with weight reduction, uses prefabricated assembling structure to simplify site operation.
Description of drawings
Fig. 1 is the ideograph of the anti-unrestrained shore protection of expression FLARE type of the present invention.
Fig. 2 is the sectional view of the anti-unrestrained shore protection of expression FLARE type of the present invention.
The specific embodiment
What introduce below is some among a plurality of possibility embodiment of the present invention, aims to provide basic understanding of the present invention.Be not intended to confirm key of the present invention or conclusive key element or limit claimed scope.
Fig. 1 is the ideograph of the anti-unrestrained shore protection of expression FLARE type of the present invention.
Fig. 2 is the sectional view of the anti-unrestrained shore protection of expression FLARE type of the present invention.
Wherein, 1. be carcassing, 2. be arc sections is installed, (no tack welding connects) 3. is the 4. cast-in-place arc sections concrete of arc sections arrangement of reinforcement, 5. on-the-spot the installation, 6. cast-in-place underplate concrete, 7. sand is filled in inside, 8. top cover concrete construction.
Penetrate go back to the sea for wave is clapped smoothly, reduce the loss thereby can reduce more unrestrained amount, it is the anti-unrestrained shore protection of FLARE type that the present invention proposes the anti-unrestrained shore protection of a kind of new model.As shown in Figure 1, the anti-unrestrained shore protection of FLARE type of the present invention is made up of the anti-unrestrained shore protection of FLARE type (1), base (2), top cover (3), and the anti-unrestrained shore protection of FLARE type (1) comprises arc sections structure (4) and the cage of reinforcement structure of being formed (5), arc sections arrangement of reinforcement (6).
Shore protection levee body of the present invention top is the large tracts of land outstanding shape that borders on the sea, and arc sections can clap wave smoothly and penetrate go back to the sea, reduces the loss thereby can reduce more unrestrained amount.From functional, many purposes utilizations such as park, sidewalk, parking area can be done in levee body top, also can widen coastal road.In addition, the method reduces waters, the place ahead disappearance area in addition, guarantees the advantage in hydrophily field.In addition, the present invention has taked to reduce as far as possible the job practices of land construction, reduction of erection time, therefore uses the steel reinforced concrete structure with weight reduction, uses prefabricated assembling structure to simplify site operation.
Above example has mainly been explained embodiment of the present invention.Although only some of them embodiment of the present invention is described, those of ordinary skills should understand, and the present invention can be in not departing from its purport and scope implements with many other forms.Therefore, example of being showed and embodiment are regarded as schematic and nonrestrictive, are not breaking away under the situation of liking defined spirit of the present invention of each claim and scope enclosed, and the present invention possibly contained various modifications and replacement.
Claims (2)
1. anti-unrestrained shore protection; Be the anti-unrestrained shore protection of FLARE type, it is characterized in that, constitute by the anti-unrestrained shore protection of FLARE type (1), base (2), top cover (3); Wherein, the anti-unrestrained shore protection of FLARE type (1) comprises arc sections structure (4) and the reinforcing bar structure of being formed (5), arc sections arrangement of reinforcement (6).
2. anti-unrestrained shore protection according to claim 1 is characterized in that, said arc sections structure (4), base (2), the top cover (3) of comprising.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105376732A CN102465504A (en) | 2010-11-10 | 2010-11-10 | Anti-wave revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105376732A CN102465504A (en) | 2010-11-10 | 2010-11-10 | Anti-wave revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102465504A true CN102465504A (en) | 2012-05-23 |
Family
ID=46069592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105376732A Pending CN102465504A (en) | 2010-11-10 | 2010-11-10 | Anti-wave revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102465504A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103981835A (en) * | 2013-02-08 | 2014-08-13 | 汉斯·J·谢尔 | Submarine construction for tsunami and flooding protection, for tidal energy and energy storage, and for fish farming |
| CN104612104A (en) * | 2015-02-05 | 2015-05-13 | 河海大学 | Novel flexible coast protection structure and construction method thereof |
-
2010
- 2010-11-10 CN CN2010105376732A patent/CN102465504A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103981835A (en) * | 2013-02-08 | 2014-08-13 | 汉斯·J·谢尔 | Submarine construction for tsunami and flooding protection, for tidal energy and energy storage, and for fish farming |
| CN104612104A (en) * | 2015-02-05 | 2015-05-13 | 河海大学 | Novel flexible coast protection structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20120523 |