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OVERTOPPING WAVE ATTENUATING STRUCTURE, BREAKWATER STRUCTURE HAVING THE SAME, AND OVERTOPPING WAVE ATTENUATING METHOD USING THE SAME
PROBLEM TO BE SOLVED: To provide an overtopping wave attenuating structure that can attenuate overtopping waves to the breakwater and minimize the damage caused therefrom, and relate to a breakwater structure including this.SOLUTION: An overtopping wave attenuating structure of the present invention comprises: multiple overtopping wave attenuating plates installed at the upper side of the breakwater adjacent to the open sea side, and being respectively isolated at predetermined intervals to secure a clearance of enabling the seawater of the overtopping waves to pass and forming multiple layers; and many supporting columns installed on the top surface of the breakwater, and supporting the overtopping wave attenuating plates so that the multiple overtopping wave attenuating plates may be installed by forming intervals. The overtopping wave attenuating structure further comprises an overtopping wave guide plate connected to one end of at least one or more among multiple overtopping wave attenuating plates so as to be directed downward, further having a gradient larger than the gradient of the overtopping wave attenuating plate, and thereby guiding the seawater passing through the space between the overtopping wave attenuating plates to the inside lower part of the breakwater.SELECTED DRAWING: Figure 1
【課題】本発明は防波堤に対する越波を減衰させ、それによる被害を最小化できる越波減衰用構造物及びこれを含む防波堤構造物に関する。【解決手段】本発明による越波減衰用構造物は、外海側に隣接した防波堤の上側に設置され、越波した海水が通過できる空間が確保されるようにそれぞれ所定の間隔で離隔されて複数の層を成す複数の越波減衰板と、防波堤の上面に設置されて前記複数の越波減衰板が間隔を成して設置されるように前記越波減衰板を支持する多数の支持柱を含み、複数の越波減衰板のうち少なくとも一つの以上の一端に下方に向かうように連結され、越波減衰板の勾配よりさらに大きい勾配を有することによって、越波減衰板の間の空間を通過する海水を防波堤の内側下方に誘導する越波誘導板をさらに含み得る。【選択図】図1
OVERTOPPING WAVE ATTENUATING STRUCTURE, BREAKWATER STRUCTURE HAVING THE SAME, AND OVERTOPPING WAVE ATTENUATING METHOD USING THE SAME
PROBLEM TO BE SOLVED: To provide an overtopping wave attenuating structure that can attenuate overtopping waves to the breakwater and minimize the damage caused therefrom, and relate to a breakwater structure including this.SOLUTION: An overtopping wave attenuating structure of the present invention comprises: multiple overtopping wave attenuating plates installed at the upper side of the breakwater adjacent to the open sea side, and being respectively isolated at predetermined intervals to secure a clearance of enabling the seawater of the overtopping waves to pass and forming multiple layers; and many supporting columns installed on the top surface of the breakwater, and supporting the overtopping wave attenuating plates so that the multiple overtopping wave attenuating plates may be installed by forming intervals. The overtopping wave attenuating structure further comprises an overtopping wave guide plate connected to one end of at least one or more among multiple overtopping wave attenuating plates so as to be directed downward, further having a gradient larger than the gradient of the overtopping wave attenuating plate, and thereby guiding the seawater passing through the space between the overtopping wave attenuating plates to the inside lower part of the breakwater.SELECTED DRAWING: Figure 1
【課題】本発明は防波堤に対する越波を減衰させ、それによる被害を最小化できる越波減衰用構造物及びこれを含む防波堤構造物に関する。【解決手段】本発明による越波減衰用構造物は、外海側に隣接した防波堤の上側に設置され、越波した海水が通過できる空間が確保されるようにそれぞれ所定の間隔で離隔されて複数の層を成す複数の越波減衰板と、防波堤の上面に設置されて前記複数の越波減衰板が間隔を成して設置されるように前記越波減衰板を支持する多数の支持柱を含み、複数の越波減衰板のうち少なくとも一つの以上の一端に下方に向かうように連結され、越波減衰板の勾配よりさらに大きい勾配を有することによって、越波減衰板の間の空間を通過する海水を防波堤の内側下方に誘導する越波誘導板をさらに含み得る。【選択図】図1
OVERTOPPING WAVE ATTENUATING STRUCTURE, BREAKWATER STRUCTURE HAVING THE SAME, AND OVERTOPPING WAVE ATTENUATING METHOD USING THE SAME
越波減衰用構造物、これを有する防波堤構造物、およびこれを利用した越波減衰方法
KIM SUG MOON (author)
2017-06-01
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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