一种斜板浮式防波堤

By using the inclined plate floating breakwater structure, the problems of poor wave dissipation and easy damage of existing floating box breakwaters are solved by utilizing the inclined design of the breakwater plates and the combination of anchor blocks and connecting cables, thus achieving effective wave dissipation and stability protection in shallow water areas.

CN224514140UActive Publication Date: 2026-07-17QINHUANGDAO XINYIN OCEAN TECHNOLOGY CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
QINHUANGDAO XINYIN OCEAN TECHNOLOGY CO LTD
Filing Date
2025-07-25
Publication Date
2026-07-17

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Abstract

本实用新型提供一种斜板浮式防波堤,包括堤板,所述堤板的上部露出海面,所述堤板的中部和下部位于海中,所述堤板的上部靠近波浪来浪方向,所述堤板的下部远离波浪来浪方向,所述堤板由波浪来浪方向开始向下倾斜;所述堤板靠近波浪来浪方向的一面为迎浪侧,所述堤板远离波浪来浪方向的一面为背浪侧;所述堤板迎浪测的海底固定有第一锚块,所述第一锚块与堤板上部的迎浪侧相连;所述堤板背浪测的海底固定有第二锚块,所述第二锚块与堤板下部的背浪侧相连。本实用新型优化了防波堤的形状和固定方式,使其能够更有效地适应不同波浪条件。
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Claims

1. A sloping plate floating breakwater, characterized by: Includes a breakwater, the upper part of which is above the sea surface, the middle and lower parts of which are in the sea, the upper part of which is close to the direction of the incoming waves, the lower part of which is away from the direction of the incoming waves, and the breakwater slopes downward from the direction of the incoming waves. The side of the embankment closest to the direction of the incoming waves is the wave-facing side, and the side of the embankment furthest from the direction of the incoming waves is the wave-avoiding side. A first anchor block is fixed to the seabed at the wave-facing side of the breakwater, and the first anchor block is connected to the wave-facing side of the upper part of the breakwater; a second anchor block is fixed to the seabed at the far-wave side of the breakwater, and the second anchor block is connected to the leeward side of the lower part of the breakwater.

2. The sloping plate floating breakwater according to claim 1, characterized by, The upper part of the embankment is connected to the first anchor block via a first connecting cable, and the lower part of the embankment is connected to the second anchor block via a second connecting cable.

3. The sloping plate floating breakwater according to claim 2, characterized by, The length of the first connecting cable is greater than the length of the second connecting cable.

4. The sloping plate floating breakwater according to claim 2, characterized by The connection point between the first connecting cable and the upper part of the seawall is located below the sea surface.

5. The sloping plate floating breakwater according to claim 2, characterized by The first connecting cable and the second connecting cable are elastic cables, steel cables, a combination of elastic cables and steel cables, anchor chains, or marine cables.

6. The sloping plate floating breakwater according to claim 5, characterized by When the first and second connecting cables are a combination of elastic cables and steel cables, one end of the elastic cable is connected to the embankment, the other end of the elastic cable is connected to one end of the steel cable, and the other end of the steel cable is connected to the anchor block.

7. The sloping plate floating breakwater according to claim 1, characterized by The embankment has a cuboid structure and is made of steel or HDPE.