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Breakwater capconcrete structure for overflow waves interception

机译:防波堤混凝土结构,用于拦截溢流

摘要

PURPOSE: Breakwater cap concrete structure for blocking overtopping waves is provided to minimize the overtopping of waves when such high waves as a typhoon strike, at the minimum construction cost. CONSTITUTION: In building a breakwater(1) of an area having relatively low wave height, a wave-dissipating structure(10) is connected simultaneously with a cap concrete form(2) in placing the cap concrete form. The wave-dissipating structure has a rear wall(11) and a semicircular wall body(12) vertically disposed to the front of the rear wall. The semicircular wall body is connected with the right and left points of the rear wall. Vertical projected rods(13) are installed to the front of the semicircular wall body at regular intervals. Water-passing holes(14) are bored in the whole surface of the semicircular wall body except for the vertical projected rods. Two fixed support rods(15) are oriented on the rear of the rear wall. The front-end portion of the fixed support rods forms fixing projections(16) with thickness thicker than the thickness of the fixed support rod.
机译:目的:提供防波堤的混凝土结构,以阻止台风冲击,从而以最小的施工成本将台风等高浪冲击时的波顶噪声降至最低。构成:在建造波浪高度相对较低的区域的防波堤(1)时,消波结构(10)与盖混凝土模板(2)同时连接,以放置盖混凝土模板。消波结构具有后壁(11)和垂直设置在后壁的前部的半圆形壁体(12)。半圆形壁体与后壁的左右点相连。垂直伸出的杆(13)以固定的间隔安装到半圆形墙体的前部。除垂直伸出的杆外,在半圆形墙体的整个表面上钻有通水孔(14)。在后壁的后部定向有两个固定的支撑杆(15)。固定支撑杆的前端部形成厚度大于固定支撑杆的厚度的固定突起(16)。

著录项

  • 公开/公告号KR20040006610A

    专利类型

  • 公开/公告日2004-01-24

    原文格式PDF

  • 申请/专利权人 YANG WON HOI;

    申请/专利号KR20020040931

  • 发明设计人 YANG WON HOI;

    申请日2002-07-13

  • 分类号E02B3/06;

  • 国家 KR

  • 入库时间 2022-08-21 22:49:55

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