CN104912028A - Circular floating breakwater - Google Patents
Circular floating breakwater Download PDFInfo
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- CN104912028A CN104912028A CN201510314541.6A CN201510314541A CN104912028A CN 104912028 A CN104912028 A CN 104912028A CN 201510314541 A CN201510314541 A CN 201510314541A CN 104912028 A CN104912028 A CN 104912028A
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- 238000007667 floating Methods 0.000 title claims abstract description 52
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 239000004567 concrete Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 238000012423 maintenance Methods 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009372 pisciculture Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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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
本发明公开了一种圆形浮式防波堤。包括多个曲率半径相同的圆弧形浮式防波单元连接而成,用锚链固定于深水岛礁上。无需考虑主浪方向和波浪绕射等问题,在海上形成平稳的圆形水域。圆弧形构件受力性能好,作用于圆形浮式防波堤上的波浪力较小且均通过圆心,对堤身不产生倾覆力矩。单块圆弧形浮式防波单元可在陆地上预制,在海上安装,每块圆弧形浮式防波单元均可独立浮于海上,即使防波堤某段损坏,其余依然可以浮于海上发挥作用,抵御海浪袭击,维修时只需更换其中一段或几段圆弧形浮式防波单元,维护效率高。本发明克服了传统防波堤不适用于深海的缺点,结构受力稳定,维护费用低,适用于四周开敞、波浪作用强烈、波向不定的深水海域。
The invention discloses a circular floating breakwater. It consists of multiple arc-shaped floating anti-wave units connected with the same radius of curvature, and is fixed on deep-water islands and reefs with anchor chains. There is no need to consider issues such as the direction of the main wave and wave diffraction, and a smooth circular water area is formed on the sea. The arc-shaped member has good mechanical performance, and the wave force acting on the circular floating breakwater is small and all pass through the center of the circle, so there is no overturning moment on the embankment. A single arc-shaped floating anti-wave unit can be prefabricated on land and installed at sea. Each arc-shaped floating anti-wave unit can float independently on the sea. Even if a section of the breakwater is damaged, the rest can still float on the sea. Function, to resist the attack of sea waves, only need to replace one or several sections of arc-shaped floating anti-wave units during maintenance, and the maintenance efficiency is high. The invention overcomes the disadvantage that the traditional breakwater is unsuitable for deep sea, has stable structural force and low maintenance cost, and is suitable for deep water sea areas with open surroundings, strong wave action and uncertain wave direction.
Description
技术领域 technical field
本发明涉及防波堤,具体地说是涉及一种圆形浮式防波堤。 The invention relates to a breakwater, in particular to a circular floating breakwater.
背景技术 Background technique
防波堤是一种海岸、海洋工程常见的建筑物,其作用是为阻断波浪的冲击力、维持水面平稳。传统的固定式防波堤,多为近海防波堤,基础固定于海底,对地基要求高,随着水深的增加,造价也会增加,不适用于深水海域。传统防波堤亦多为直堤,需要考虑最大主浪方向,使堤线与最大主浪方向垂直,最大主浪方向需根据历年沿海波浪数据得出,深海中往往无相关资料。且直线防波堤,在堤的两端存在波浪绕射等问题,减弱了防波堤的防浪效果。近年来,随着海洋开发的深水化,浮式防波堤因其与固定式防波堤相比,结构简单,造价低廉,适用于深水等优点,引起了人们的重视。然而,目前浮式防波堤的研究多为单块防波堤的结构形式,其整体形式仍局限于近海防护的直堤。 A breakwater is a common building in coastal and marine engineering, and its function is to block the impact of waves and maintain a stable water surface. The traditional fixed breakwaters are mostly offshore breakwaters, and the foundation is fixed on the seabed, which has high requirements on the foundation. As the water depth increases, the cost will also increase, so it is not suitable for deep waters. Most of the traditional breakwaters are straight dikes. It is necessary to consider the direction of the largest main wave, so that the dike line is perpendicular to the direction of the largest main wave. The direction of the largest main wave needs to be obtained from the coastal wave data over the years, and there is often no relevant data in the deep sea. Moreover, there are problems such as wave diffraction at both ends of the dike for the straight breakwater, which weakens the wave prevention effect of the breakwater. In recent years, with the deepening of ocean development, the floating breakwater has attracted people's attention because of its simple structure, low cost and suitable for deep water compared with the fixed breakwater. However, most of the current studies on floating breakwaters focus on the structural form of single block breakwaters, and their overall form is still limited to straight dikes for offshore protection.
发明内容 Contents of the invention
针对背景技术中的固定式防波堤和直线防波堤的不足,本发明的目的在于提供一种圆形浮式防波堤,适用于四周开敞、波浪作用强烈、波向不定的深水海域,从整体角度考虑改善浮式防波堤性能。 Aiming at the deficiencies of fixed breakwaters and linear breakwaters in the background technology, the purpose of the present invention is to provide a circular floating breakwater, which is suitable for deep water sea areas with open surroundings, strong wave action and uncertain wave direction, and improves the Floating breakwater performance.
为解决上述技术问题,本发明采用的技术方案如下: In order to solve the problems of the technologies described above, the technical scheme adopted in the present invention is as follows:
本发明包括多个曲率半径相同的圆弧形浮式防波单元连接而成的圆形浮式防波堤。 The invention comprises a circular floating breakwater formed by connecting a plurality of arc-shaped floating anti-wave units with the same curvature radius.
所述每块圆弧形浮式防波堤单元均是由混凝土或防腐蚀的钢筋混凝土制成箱式结构,每块圆弧形浮式防波堤单元均能独立浮于海面上,用锚链固定于深水岛礁上。 Each arc-shaped floating breakwater unit is made of concrete or anti-corrosion reinforced concrete into a box structure, and each arc-shaped floating breakwater unit can independently float on the sea surface and be fixed in deep water with anchor chains On the reef.
所述圆弧形浮式防波堤单元相邻间采用榫接的连接方式相互连接,形成整体的圆形浮式防波堤。 The adjacent arc-shaped floating breakwater units are connected to each other by tenon joints to form an overall circular floating breakwater.
所述深水下岛礁位于圆形浮式防波堤内。 The deep underwater island reef is located in the circular floating breakwater.
本发明具有的有益的效果是: The beneficial effects that the present invention has are:
将若干圆弧形浮式防波堤形成整体的圆形防波堤后,可在海上形成封闭的圆形水域,由于圆形的各项同性性能,可有效地防御大洋中各个方向的波浪,无需考虑最大主浪方向以及波浪绕射等问题,使得相关海上设施和作业可在该水域内安全进行,免受风浪的影响和损失,例如在圆形防波堤内进行网箱渔业养殖、建设人工鱼礁等,圆形防波堤也可作为其他海上浮式结构、平台的基础,有效利用海上空间。圆弧形构件受力性能好,作用于圆形浮式防波堤上的波浪力较小且均通过圆心,对堤身不产生倾覆力矩。单块圆弧形浮式防波单元可以在陆地上预制,在海上安装连接成圆形防波堤,无现浇混凝土等后序工序,每块圆弧形浮式防波单元均可独立浮于海上,即使防波堤某段损坏,其余依然可以浮于海上发挥作用,抵御海浪袭击,维修时也只需更换其中一段或几段圆弧形浮式防波单元,维护效率高。因此本发明克服了传统固定式防波堤和直线型防波堤不适用于深海的缺点,结构受力稳定,维护费用低,适用于四周开敞、波浪作用强烈、波向不定的深水海域。 After a number of arc-shaped floating breakwaters are formed into an integral circular breakwater, a closed circular water area can be formed on the sea. Due to the isotropic performance of the circle, it can effectively defend against waves in all directions in the ocean without considering the largest main force. Problems such as wave direction and wave diffraction, so that relevant offshore facilities and operations can be carried out safely in this water area, free from the impact and loss of wind and waves, such as fish farming in cages in circular breakwaters, construction of artificial reefs, etc., round Shaped breakwaters can also be used as the foundation of other offshore floating structures and platforms to effectively utilize sea space. The arc-shaped member has good mechanical performance, and the wave force acting on the circular floating breakwater is small and all pass through the center of the circle, so there is no overturning moment on the embankment. A single arc-shaped floating anti-wave unit can be prefabricated on land, installed and connected to form a circular breakwater at sea, without post-procedures such as cast-in-situ concrete, and each arc-shaped floating anti-wave unit can independently float on the sea , even if a section of the breakwater is damaged, the rest can still float on the sea and play a role in resisting the attack of waves. During maintenance, only one or several arc-shaped floating anti-wave units need to be replaced, and the maintenance efficiency is high. Therefore, the present invention overcomes the disadvantages that traditional fixed breakwaters and linear breakwaters are not suitable for deep seas, and has a stable structure and low maintenance costs, and is suitable for deep sea areas with open surroundings, strong wave action and uncertain wave direction.
附图说明 Description of drawings
图1是圆形浮式防波堤图。 Figure 1 is a diagram of a circular floating breakwater.
图2是圆弧形浮式防波单元及固定图。 Figure 2 is a diagram of the arc-shaped floating anti-wave unit and its fixing.
图3是相邻圆弧形浮式防波单元的连接图。 Fig. 3 is a connection diagram of adjacent arc-shaped floating anti-wave units.
图中:1、圆形浮式防波堤,2、圆弧形浮式防波单元,3、圆形区域,4、锚链,5、深水岛礁。 In the figure: 1. Circular floating breakwater, 2. Arc-shaped floating anti-wave unit, 3. Circular area, 4. Anchor chain, 5. Deep-water islands and reefs.
具体实施方式 Detailed ways
下面结合附图和实施例对本发明作进一步说明。 The present invention will be further described below in conjunction with drawings and embodiments.
如图1所示,本发明包括多个曲率半径相同的圆弧形浮式防波单元2连接而成的圆形浮式防波堤1,形成封闭平稳的可供海上船只和设施安全作业圆形水域3。 As shown in Figure 1, the present invention includes a circular floating breakwater 1 formed by connecting a plurality of arc-shaped floating anti-wave units 2 with the same radius of curvature to form a closed and stable circular water area for safe operation of ships and facilities at sea 3.
如图2所示,所述每块圆弧形浮式防波堤单元均是由混凝土或防腐蚀的钢筋混凝土制成箱式结构,每块圆弧形浮式防波堤单元均能独立浮于海面上,用锚链4固定于深水岛礁5上。 As shown in Figure 2, each arc-shaped floating breakwater unit is a box-type structure made of concrete or anti-corrosion reinforced concrete, and each arc-shaped floating breakwater unit can independently float on the sea surface, Be fixed on the deep-water island reef 5 with anchor chain 4.
连接后圆形浮式防波堤1及包围的圆形区域3水体作为一个整体浮于海上,质量很大,且圆形所受波浪作用力较直线型小,一般的海上波浪作用力难以推动整个圆形浮式防波堤,可不考虑对防波堤的锚固措施。如遇特殊情况可利用深水岛礁等,用锚链4等设施固定于深水岛礁5上,防止漂移过大。由于深水岛礁面积较小,深水岛礁可位于圆形浮式防波堤包围的圆形水域内。 After the connection, the water body of the circular floating breakwater 1 and the surrounding circular area 3 floats on the sea as a whole. For shaped floating breakwaters, the anchoring measures for breakwaters may not be considered. Can utilize deep-water island reef etc. as meeting special circumstances, be fixed on the deep-water island reef 5 with facilities such as anchor chain 4, prevent from drifting too much. Due to the small area of deep-water islands and reefs, deep-water islands and reefs can be located in a circular water area surrounded by circular floating breakwaters.
如图3所示,所述圆弧形浮式防波堤单元相邻间采用榫接的连接方式相互连接,形成整体的圆形浮式防波堤,每个圆弧形浮式防波堤单元的两端一面做成母面,一面做成公面,建造时可方便推入安装,图3中两个圆弧形浮式防波堤单元只画出一个面。 As shown in Figure 3, the adjacent arc-shaped floating breakwater units are connected to each other by tenon joints to form an overall circular floating breakwater, and the two ends of each arc-shaped floating breakwater unit are made The female surface is made into one side, and one side is made into a male surface, which can be conveniently pushed in and installed during construction. In Figure 3, only one surface is drawn for the two arc-shaped floating breakwater units.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107155993A (en) * | 2017-06-06 | 2017-09-15 | 浙江大学 | A kind of spliced shield reef buoyancy tank |
CN110616667A (en) * | 2019-09-29 | 2019-12-27 | 大连理工大学 | Wave preventing device suitable for installation of offshore floating type fan and method for installing offshore floating type fan |
CN110939099A (en) * | 2019-11-21 | 2020-03-31 | 武汉理工大学 | A method of changing the propagation direction of water waves by setting underwater obstacles |
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US20040018056A1 (en) * | 2002-07-29 | 2004-01-29 | Dan Wittenberg | Floating wave attenuator |
CN102296565A (en) * | 2011-05-26 | 2011-12-28 | 中国海洋石油总公司 | Deep-water ring-shaped floating type artificial harbor |
CN102936885A (en) * | 2012-11-21 | 2013-02-20 | 上海华滋奔腾防汛设备制造有限公司 | Cambered adjustable movable flood control wall |
CN202969334U (en) * | 2012-12-25 | 2013-06-05 | 华南师范大学 | Wave elimination facility |
CN204282294U (en) * | 2014-12-11 | 2015-04-22 | 中山大学 | A kind of floating compound wave absorption platform |
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2015
- 2015-06-10 CN CN201510314541.6A patent/CN104912028A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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US20040018056A1 (en) * | 2002-07-29 | 2004-01-29 | Dan Wittenberg | Floating wave attenuator |
CN102296565A (en) * | 2011-05-26 | 2011-12-28 | 中国海洋石油总公司 | Deep-water ring-shaped floating type artificial harbor |
CN102936885A (en) * | 2012-11-21 | 2013-02-20 | 上海华滋奔腾防汛设备制造有限公司 | Cambered adjustable movable flood control wall |
CN202969334U (en) * | 2012-12-25 | 2013-06-05 | 华南师范大学 | Wave elimination facility |
CN204282294U (en) * | 2014-12-11 | 2015-04-22 | 中山大学 | A kind of floating compound wave absorption platform |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107155993A (en) * | 2017-06-06 | 2017-09-15 | 浙江大学 | A kind of spliced shield reef buoyancy tank |
CN110616667A (en) * | 2019-09-29 | 2019-12-27 | 大连理工大学 | Wave preventing device suitable for installation of offshore floating type fan and method for installing offshore floating type fan |
CN110939099A (en) * | 2019-11-21 | 2020-03-31 | 武汉理工大学 | A method of changing the propagation direction of water waves by setting underwater obstacles |
CN110939099B (en) * | 2019-11-21 | 2020-10-13 | 武汉理工大学 | Method for changing water wave propagation direction by arranging underwater barrier |
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