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JPS59122614A - つり鐘安定に依る浮防波堤 - Google Patents

つり鐘安定に依る浮防波堤

Info

Publication number
JPS59122614A
JPS59122614A JP23184582A JP23184582A JPS59122614A JP S59122614 A JPS59122614 A JP S59122614A JP 23184582 A JP23184582 A JP 23184582A JP 23184582 A JP23184582 A JP 23184582A JP S59122614 A JPS59122614 A JP S59122614A
Authority
JP
Japan
Prior art keywords
stabilized
floating breakwater
hanging bell
wave
bell method
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.)
Pending
Application number
JP23184582A
Other languages
English (en)
Inventor
Muneyuki Sakamoto
坂本　宗幸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP23184582A priority Critical patent/JPS59122614A/ja
Publication of JPS59122614A publication Critical patent/JPS59122614A/ja
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
    • E02B3/064—Floating landing-stages

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。

Description

【発明の詳細な説明】 従来の浮防波堤は１，５波長以上の長さという船の安定
の理論を基としたものが多く、構法がりで麩き易く又長
波に対する抵抗が弱く実用性に乏しい。　又私の特許第
４５３４３２号は二？ｊ（に近い比重の球体で水上に出
た部分の荷重と水中部分の浮力とが釣合う様にした抱土
が暁〈不安定である。
図は本発明実施の一例に示すもので、１は網、２は厚木
浦波ブロック、３は、１消彼プｏツク、４は水面、５は
上下の境界線を示す。　この俤にするとつり鐘の俤な強
い上下１つ合が出来、つり下げに風船は口で吹いても動
くが、つり鐘は鐘木でついてもなかなか動かない俤に安
定したものとなる。　特Ｉこ天然の波はリズムが必ずし
も一定しないので好都合である。　浅い所では下を底に
つけても良い。　この理論に基Ｘ防波堤は１，５波長と
いう様な幅がなくても充分その目的を達する事が出来、
安定である。
【図面の簡単な説明】

Claims (1)

    【特許請求の範囲】
  1. 上に厚木をなる消波ブロックを、下に睡しとなる消波ブ
    ロックを収納（７た網よＱ成る防妓堤
JP23184582A 1982-12-27 1982-12-27 つり鐘安定に依る浮防波堤 Pending JPS59122614A (ja)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23184582A JPS59122614A (ja) 1982-12-27 1982-12-27 つり鐘安定に依る浮防波堤

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23184582A JPS59122614A (ja) 1982-12-27 1982-12-27 つり鐘安定に依る浮防波堤

Publications (1)

Publication Number Publication Date
JPS59122614A true JPS59122614A (ja) 1984-07-16

Family

ID=16929909

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23184582A Pending JPS59122614A (ja) 1982-12-27 1982-12-27 つり鐘安定に依る浮防波堤

Country Status (1)

Country Link
JP (1) JPS59122614A (ja)

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