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JPS6345827U - - Google Patents

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Publication number
JPS6345827U
JPS6345827U JP13639686U JP13639686U JPS6345827U JP S6345827 U JPS6345827 U JP S6345827U JP 13639686 U JP13639686 U JP 13639686U JP 13639686 U JP13639686 U JP 13639686U JP S6345827 U JPS6345827 U JP S6345827U
Authority
JP
Japan
Prior art keywords
steel cell
height
cell structures
approximately
utility
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
JP13639686U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP13639686U priority Critical patent/JPS6345827U/ja
Publication of JPS6345827U publication Critical patent/JPS6345827U/ja
Pending legal-status Critical Current

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Description

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、本考案にかかる透過式消波堤の略式
斜視図;第2図は、第1図の略式平面図,第3図
は、同じく略式側面図,第4図は、本考案のさら
に別の態様の略式側面図,および第5図ないし第
7図は、さらに別の態様の変更例の略式平面図で
ある。 1:鋼製セル、2:鋼管、3:連結梁、4:中
詰、5:海水面、6:海底地盤。
Fig. 1 is a schematic perspective view of a transparent wave breakwater according to the present invention; Fig. 2 is a schematic plan view of Fig. 1; Fig. 3 is a schematic side view of Fig. 4; A schematic side view of a further embodiment and FIGS. 5 to 7 are schematic plan views of a modification of a further embodiment. 1: steel cell, 2: steel pipe, 3: connecting beam, 4: filling, 5: sea level, 6: submarine ground.

Claims (1)

【実用新案登録請求の範囲】 (1) 所定の間隔をおいて連続して配置した鋼製
セル構造物、および相隣接する鋼製セル構造物の
間に所定間隔で海底地盤に打込まれて設けられた
杭状部材から成る、透過式消波堤。 (2) 前記鋼製セル構造物の天端高さをほゞ海水
面高さとするとともに前記杭部材の頭部が該鋼製
セル構造物の天端高さとほゞ同一高さとなるよう
に構成した、実用新案登録請求の範囲第1項記載
の透過式消波堤。
[Claims for Utility Model Registration] (1) Steel cell structures arranged consecutively at predetermined intervals, and steel cell structures that are driven into the seabed ground at predetermined intervals between adjacent steel cell structures. A transparent wave-dissipating bank consisting of pile-shaped members. (2) The height of the top of the steel cell structure is approximately at sea level, and the head of the pile member is configured to be approximately at the same height as the height of the top of the steel cell structure. A transparent wave-breaking dam according to claim 1 of the utility model registration claim.
JP13639686U 1986-09-05 1986-09-05 Pending JPS6345827U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13639686U JPS6345827U (en) 1986-09-05 1986-09-05

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13639686U JPS6345827U (en) 1986-09-05 1986-09-05

Publications (1)

Publication Number Publication Date
JPS6345827U true JPS6345827U (en) 1988-03-28

Family

ID=31039468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13639686U Pending JPS6345827U (en) 1986-09-05 1986-09-05

Country Status (1)

Country Link
JP (1) JPS6345827U (en)

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