CN102011374A - Openwork breakwater - Google Patents
Openwork breakwater Download PDFInfo
- Publication number
- CN102011374A CN102011374A CN2010105805545A CN201010580554A CN102011374A CN 102011374 A CN102011374 A CN 102011374A CN 2010105805545 A CN2010105805545 A CN 2010105805545A CN 201010580554 A CN201010580554 A CN 201010580554A CN 102011374 A CN102011374 A CN 102011374A
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- CN
- China
- Prior art keywords
- curtain wall
- wall type
- breakwater
- type breakwater
- board
- 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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Classifications
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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
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Abstract
The invention discloses an openwork breakwater which is characterized by comprising a pile foundations (5), wherein the pile foundations (5) are fixed under water; the upper end of each pile foundation is provided with an openwork breakwater horizontal plate (3); both the front and rear sides of the openwork breakwater horizontal plate (3) are provided with an outside manger board (1) and an inside manger board (2) which extend into water; and the openwork breakwater horizontal plate (3) is also provided with a wave wall. The openwork breakwater is simple in structure and low in cost, is specially applicable to sea areas with deep water depth and hostile environments, and is more consistent with the actual wave-breaking situation, thus playing a preferable wave-breaking effect and ensuring the stabilities of the sea areas in a harbor.
Description
Technical field
Patent of the present invention relates to a kind of design of breakwater method, specifically relates to a kind of curtain wall type breakwater that works out based on the theoretical physical experiments of saturating wave.
Background technology
Mole is the important component part of marine structure, can effectively defend the invasion and attack of wave to harbour region, when harbor work's construction progressively enters deepwater regions, curtain wall type breakwater is as a kind of new breakwater structure, and its hollow structure construction is convenient, and cost is lower, hydrophily is good, little to water environmental impact in the port, because this a series of advantage, curtain wall type breakwater just progressively comes into one's own.But existing curtain wall type breakwater structure relative complex, cost is higher, and the unrestrained poor effect that disappears of saturating wave, is difficult to apply.
Summary of the invention
The purpose of patent of the present invention is to have overcome deficiency of the prior art, provide a kind of simple in structure, the effective curtain wall type breakwater of wave disappears.
The technical solution used in the present invention is as follows:
A kind of curtain wall type breakwater, it is characterized in that it comprises fixing underwater pile foundation, the upper end of pile foundation is equipped with the curtain wall type breakwater level board, the front and back side of curtain wall type breakwater level board is equipped with outside manger board and the inboard manger board that stretches in the water respectively, on the described curtain wall type breakwater level board wave wall is installed also.
The degree of depth that described outside manger board stretches in the water stretches into the degree of depth in the water greater than inboard manger board.
Described curtain wall type breakwater level board is positioned at water surface top.
Described fixing underwater pile foundation is provided with two groups of front and back, and is corresponding to outside manger board and inboard manger board, and all is trapezoidal setting.
Described curtain wall type breakwater level board is a double-decker.
Compared with prior art, the beneficial effect of patent of the present invention is:
Simple in structure, cost is low, and it is bigger to be specially adapted to the depth of water, the marine site that ambient conditions is abominable, and the more realistic unrestrained situation that disappears, thus play the unrestrained effect that better disappears, guarantee stablizing of waters in the port.
Description of drawings
Fig. 1 is a structural representation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing patent of the present invention is described in further detail:
As shown in Figure 1, structure of the present invention includes fixing underwater pile foundation 5, the upper end of pile foundation 5 is equipped with curtain wall type breakwater level board 3, the front and back side of curtain wall type breakwater level board 3 is equipped with outside manger board 1 and the inboard manger board 2 that stretches in the water respectively, stretching in the water is for can be better and wave action, reaches the effect of the wave that disappears.On the described curtain wall type breakwater level board 3 wave wall 4 is installed also.The degree of depth that described outside manger board 1 stretches in the water stretches into the degree of depth in the water greater than inboard manger board 2, to enable the reaching unrestrained effect that disappears better.In like manner, curtain wall type breakwater level board 3 is positioned at water surface top, also can eliminate the energy of wave better.Described curtain wall type breakwater level board 3 can adopt double-decker, and certain wave effect that disappears also can be played in the space between the two-ply face.Fixing underwater pile foundation 5 is provided with two groups of front and back, and is corresponding to outside manger board 1 and inboard manger board 2, and all is trapezoidal setting, makes its steadiness better.
Mole parameter of the present invention comprises curtain wall type breakwater level board plate 3 width B, outside manger board 1 underwater penetration
, inboard manger board 2 underwater penetrations
, curtain wall type breakwater level board 3 and standing level distance
, wave wall 3 height
, the horizontal range that wave wall 3 and outside manger board are 1 is wave wall 4 relative positions
Etc. parameter, concrete parameter is selected according to actual conditions.The present invention outside manger board 1 places curtain wall type breakwater level board 3 both sides respectively with inboard manger board 2 and stretches into simultaneously under water, and wave wall 4 is positioned on the curtain wall type breakwater level board 3; Whole curtain wall type breakwater is fixed on sea bed by pile foundation 5, outside manger board 1 passes through deeply certain distance under water with inboard manger board 2, offset the part Wave energy with wave action, the energy offset by the wave phase difference between the manger board of both sides also plays certain unrestrained effect that disappears.
The undeclared part that relates in the patent of the present invention is same as the prior art or adopt prior art to be realized.
Claims (5)
1. curtain wall type breakwater, it is characterized in that it comprises fixing underwater pile foundation (5), the upper end of pile foundation (5) is equipped with curtain wall type breakwater level board (3), the front and back side of curtain wall type breakwater level board (3) is equipped with outside manger board (1) and the inboard manger board (2) that stretches in the water respectively, and wave wall (4) also is installed on the described curtain wall type breakwater level board (3).
2. a kind of curtain wall type breakwater according to claim 1 is characterized in that the degree of depth that described outside manger board (1) stretches in the water stretches into the degree of depth in the water greater than inboard manger board (2).
3. curtain wall type breakwater according to claim 1 is characterized in that described curtain wall type breakwater level board (3) is positioned at water surface top.
4. a kind of curtain wall type breakwater according to claim 1 is characterized in that described fixing underwater pile foundation (5) is provided with two groups of front and back, and is corresponding to outside manger board (1) and inboard manger board (2), and all is trapezoidal setting.
5. a kind of curtain wall type breakwater according to claim 1 is characterized in that described curtain wall type breakwater level board (3) is a double-decker.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105805545A CN102011374A (en) | 2010-12-09 | 2010-12-09 | Openwork breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105805545A CN102011374A (en) | 2010-12-09 | 2010-12-09 | Openwork breakwater |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102011374A true CN102011374A (en) | 2011-04-13 |
Family
ID=43841686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105805545A Pending CN102011374A (en) | 2010-12-09 | 2010-12-09 | Openwork breakwater |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102011374A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352613A (en) * | 2011-08-17 | 2012-02-15 | 国家海洋局第二海洋研究所 | Gate type seawall |
| CN102359087A (en) * | 2011-07-29 | 2012-02-22 | 中国海洋大学 | Hollow submerged dike |
| CN103215918A (en) * | 2013-04-17 | 2013-07-24 | 河海大学 | Slope type pile foundation manger board open embankment |
| CN106351171A (en) * | 2016-08-05 | 2017-01-25 | 高田华 | Permeable deposit eliminating bulwark |
| CN107881983A (en) * | 2017-10-30 | 2018-04-06 | 上海市政工程设计研究总院（集团）有限公司 | A kind of assembled shore protection and its construction method |
| CN109371902A (en) * | 2018-12-10 | 2019-02-22 | 中交第航务工程勘察设计院有限公司 | Piling strtucture breakwater with energy dissipating room |
| CN111893946A (en) * | 2020-06-23 | 2020-11-06 | 中国海洋大学 | Movable wave-proof wharf |
| CN112627216A (en) * | 2019-09-24 | 2021-04-09 | 山东港通工程管理咨询有限公司 | Flat-plate permeable breakwater structure supported by box-type foundation |
| CN110924354B (en) * | 2019-11-26 | 2021-07-20 | 河海大学 | Harbor water exchange channel structure with wave blocking function |
-
2010
- 2010-12-09 CN CN2010105805545A patent/CN102011374A/en active Pending
Non-Patent Citations (3)
| Title |
|---|
| 《广东土木与建筑》 20070130 余之林等 桩基透空式防波堤透浪系数浅析 27 1-5 , * |
| 《广东土木与建筑》 20070130 余之林等 桩基透空式防波堤透浪系数浅析 27 1-5 , 2 * |
| 《水运工程》 20030228 颜宏等 温岭市石塘渔港二期防波堤工程结构方案探讨 18-20 1 , 第349期 * |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102359087A (en) * | 2011-07-29 | 2012-02-22 | 中国海洋大学 | Hollow submerged dike |
| CN102359087B (en) * | 2011-07-29 | 2013-10-02 | 中国海洋大学 | Hollow submerged dike |
| CN102352613A (en) * | 2011-08-17 | 2012-02-15 | 国家海洋局第二海洋研究所 | Gate type seawall |
| CN103215918A (en) * | 2013-04-17 | 2013-07-24 | 河海大学 | Slope type pile foundation manger board open embankment |
| CN103215918B (en) * | 2013-04-17 | 2016-05-18 | 河海大学 | A kind of ramp type pile foundation manger board transmission dike |
| CN106351171A (en) * | 2016-08-05 | 2017-01-25 | 高田华 | Permeable deposit eliminating bulwark |
| CN106351171B (en) * | 2016-08-05 | 2018-04-20 | 钦州学院 | Permeable silt-discharging breakwater |
| CN107881983A (en) * | 2017-10-30 | 2018-04-06 | 上海市政工程设计研究总院（集团）有限公司 | A kind of assembled shore protection and its construction method |
| CN109371902A (en) * | 2018-12-10 | 2019-02-22 | 中交第航务工程勘察设计院有限公司 | Piling strtucture breakwater with energy dissipating room |
| CN112627216A (en) * | 2019-09-24 | 2021-04-09 | 山东港通工程管理咨询有限公司 | Flat-plate permeable breakwater structure supported by box-type foundation |
| CN110924354B (en) * | 2019-11-26 | 2021-07-20 | 河海大学 | Harbor water exchange channel structure with wave blocking function |
| CN111893946A (en) * | 2020-06-23 | 2020-11-06 | 中国海洋大学 | Movable wave-proof wharf |
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Legal Events
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110413 |