JP3108966B2 - Connecting structure of floating pier - Google Patents
Connecting structure of floating pierInfo
- Publication number
- JP3108966B2 JP3108966B2 JP04338137A JP33813792A JP3108966B2 JP 3108966 B2 JP3108966 B2 JP 3108966B2 JP 04338137 A JP04338137 A JP 04338137A JP 33813792 A JP33813792 A JP 33813792A JP 3108966 B2 JP3108966 B2 JP 3108966B2
- Authority
- JP
- Japan
- Prior art keywords
- pier
- floating
- vertical
- frame
- bolts
- 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.)
- Expired - Fee Related
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、マリンレジャー用マリ
ーナ向け浮き桟橋の連結構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floating pier connecting structure for a marine leisure marina.
【0002】[0002]
【従来の技術】マリンレジャー用マリーナ向け浮き桟橋
は下面にフロート30を取付けた長方形板状の複数の桟
橋ユニット10を一方向に連結したものであって、従
来、桟橋ユニット10の連結構造として種々の形式のも
のが使用されており、大きく分けるとソリッドタイプと
フレキシブルタイプとになる。さらに前者のソリッドタ
イプは、図1及び図2に示すように、隣合う桟橋ユニッ
ト10の端面を合わせ、ゴム材25,ワッシャー26を
配してボルト20・ナット21によって完全に固定する
ボルト締結タイプとフロートをデッキフレームで固定
し、桟橋ユニット全体を組み上げて行くデッキフレーム
連結タイプとに分けられ、後者のフレキシブルタイプは
ピン・ヒンジ等により桟橋ユニットを連結するピンヒン
ジタイプとチェーン・ワイヤー等により連結するチェー
ンタイプとに分けられ、それぞれ一長一短があって、設
置場所の海象(波高・波長等)、浮き桟橋の長さ、桟橋
ユニットの強度、連結部の強度、使用目的に応じて選定
される。2. Description of the Related Art A floating pier for a marine leisure marina is formed by connecting a plurality of pier units 10 each having a rectangular plate shape with a float 30 attached to a lower surface in one direction. Are used, and are roughly classified into a solid type and a flexible type. Further, as shown in FIGS. 1 and 2, the former solid type is a bolt fastening type in which the end faces of adjacent pier units 10 are aligned, rubber materials 25 and washers 26 are disposed, and bolts 20 and nuts 21 are completely fixed. And the float are fixed with a deck frame, and the deck unit is connected to the deck frame connecting type, which assembles the entire pier unit.The latter flexible type is connected to the pin hinge type, which connects the pier unit with pins and hinges, and the chain and wires. Each type has its own advantages and disadvantages, and is selected according to the sea conditions (wave height, wavelength, etc.) of the installation location, the length of the floating pier, the strength of the pier unit, the strength of the connecting portion, and the purpose of use.
【0003】一般にレジャーマリーナが立地される静水
領域、防波堤内、天然の入江等では通常波高50〜60cmレ
ベルで、異常時で1m程度であるが、ボルト締結タイプ
は、波等外力による応力が連結部(特にボルト20)に
集中するため波高30cm程度迄しか対応出来ないと言う問
題点がある。その他、デッキフレーム連結タイプは、外
力による変形を浮体全体で吸収するようにしてあるた
め、鋼製のものでは12m程度迄の小規模のものにしか適
用出来ず、ピンヒンジタイプは5〜12mのものに使用され
ているが、摩耗が激しく、キシミ音が大きく、浮体の安
定性にも不安があり、また、チェーン・ワイヤータイプ
は連結が緩いため、浮体本体の動揺が激しく、それに掛
かる負担が大きい等それぞれ問題点がある。[0003] Generally, in a still water area where a leisure marina is located, in a breakwater, in a natural cove, etc., the wave height is usually 50 to 60 cm level, and it is about 1 m at an abnormal time. There is a problem that it can cope only up to a wave height of about 30 cm because it concentrates on the part (particularly the bolt 20). In addition, the deck frame connection type is designed to absorb deformation due to external force in the whole floating body, so it can be applied only to small things up to about 12 m for steel, and 5 to 12 m for pin hinge type Although it is used for things, the wear is severe, the noise is loud, the stability of the floating body is uneasy, and the chain / wire type is loosely connected, so the floating body body shakes violently, and the burden on it There are problems such as large.
【0004】[0004]
【発明が解決しようとする課題】解決しようとする問題
点は、上記従来の浮き桟橋の連結構造には一長一短があ
って、マリンレジャー用マリーナ向けには、ボルト締結
タイプは波高30cm程度迄しか対応出来ず、デッキフレー
ム連結タイプは12m程度迄の小規模のものにしか適用出
来ず、ピンヒンジタイプは連結部の摩耗が激しく、キシ
ミ音が大きく、浮体の安定性にも不安があり、チェーン
・ワイヤータイプは浮体本体の動揺が激しく、それに掛
かる負担が大きいことである。The problem to be solved is that the connection structure of the above-mentioned conventional floating pier has advantages and disadvantages, and for a marine leisure marina, the bolt fastening type only supports up to a wave height of about 30 cm. No, the deck frame connection type can be applied only to small things up to about 12 m, and the pin hinge type has severe wear of the connection part, loud squeaking noise, and there is concern about the stability of the floating body, In the wire type, the main body of the floating body is violently shaken, and the burden on the body is large.
【0005】[0005]
【課題を解決するための手段】図3乃至図5を参考にし
て説明する。本発明は、下面にフロート30を取付けた
長方形板状の複数の桟橋ユニット10をボルト20によ
り締結し、一方向に連結してなるマリンレジャー用マリ
ーナ向け浮き桟橋の連結構造であって、桟橋ユニット1
0が長手方向に平行に並べた複数の断面逆U字状の鋼製
縦フレーム11及びその縦フレーム11を一体に連結す
る横フレーム12よりなり、前記縦フレーム11の一端
の鉛直内面に基部を固着した結合板13の突出部を、隣
合う縦フレーム11内に挿入し、対応する鉛直内面と当
接させ、ボルト20により締結してある。A description will be given with reference to FIGS. The present invention relates to a connecting structure of a floating pier for a marine leisure marina, in which a plurality of rectangular plate-like pier units 10 each having a float 30 attached to its lower surface are fastened by bolts 20 and connected in one direction. 1
0 comprises a plurality of vertical U-shaped steel vertical frames 11 arranged in parallel in the longitudinal direction and a horizontal frame 12 for integrally connecting the vertical frames 11, and a base is provided on a vertical inner surface at one end of the vertical frame 11. The projecting portion of the fixed connecting plate 13 is inserted into the adjacent vertical frame 11, brought into contact with the corresponding vertical inner surface, and fastened by the bolt 20.
【0006】[0006]
【実施例】実施例について図によって説明すると、10
は長方形板状の浮き桟橋を構成する桟橋ユニットであっ
て、長手方向に平行に並べた複数の断面逆U字状の鋼製
縦フレーム11及びその縦フレーム11を一体に連結す
る横フレーム12よりなる。13は縦フレーム11の一
端の鉛直内面に基部を固着した結合板であって、突出部
を隣合う縦フレーム11内に挿入可能に先細に形成して
ある。14はその結合板13に長手方向に並べて開けた
複数のボルト孔、15は縦フレーム11の他端鉛直内面
に開けた複数のボルト孔であって、前記ボルト孔14に
対応させてある。なお、20,21は前記対応するボル
ト孔14,15を合わせ、それに差込み、隣合う縦フレ
ーム11の鉛直内面と結合板13とを締結するボルト及
びナット、30は桟橋ユニット10の下面に取付けたフ
ロートである。DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to FIG.
Is a pier unit constituting a floating pier in the form of a rectangular plate, comprising a plurality of vertical U-shaped steel vertical frames 11 arranged in parallel in the longitudinal direction and a horizontal frame 12 integrally connecting the vertical frames 11. Become. Reference numeral 13 denotes a connecting plate having a base fixed to one end of the vertical frame 11 at a vertical inner surface, and the protrusion is tapered so that it can be inserted into the adjacent vertical frame 11. Reference numeral 14 denotes a plurality of bolt holes formed in the connecting plate 13 in the longitudinal direction, and reference numeral 15 denotes a plurality of bolt holes formed in the other vertical inner surface of the vertical frame 11 and correspond to the bolt holes 14. The bolts and nuts 20 and 21 are for aligning and inserting the corresponding bolt holes 14 and 15, and the bolts and nuts for fastening the vertical inner surface of the adjacent vertical frame 11 to the connecting plate 13 are mounted on the lower surface of the pier unit 10. Float.
【0007】作用について説明すると、結合板13を隣
合う縦フレーム11の鉛直内面に挿入し、両者を当接さ
せ、ボルト孔14,15を合わせて、ボルト20及びナ
ット21により締結すると、隣合う桟橋ユニット10,
10が剛に連結される。The operation will be described. When the connecting plate 13 is inserted into the vertical inner surface of the adjacent vertical frame 11, the two are brought into contact with each other, the bolt holes 14 and 15 are aligned, and the bolts 20 and the nut 21 are used to fasten. Pier unit 10,
10 is rigidly connected.
【0008】[0008]
【発明の効果】本発明は以上のように構成され、しか
も、隣合う桟橋ユニット10,10が、結合板13と隣
合う縦フレーム11の鉛直内面との摩擦接合により連結
されるため、軽量化され、連結作業が容易になり、浮体
としての安定性・連結構造の耐久性が向上し、レジャー
マリーナが立地される静水領域、防波堤内、天然の入江
等での通常波高50〜60cm、異常時1m程度の波条件に対し
て、横荷重(水平力)に強く、縦荷重の応力を構成材料
の弾性変形内のたわみで吸収可能である。さらに連結板
13に発生する応力を本体に発生する応力より小さくな
るように設計することによって、浮き桟橋が受ける波力
を局所的でなく、全体で吸収可能になり、エンドレスの
連結も可能である。その他、フロート30の腹打ち現象
の対策、浮き桟橋冠水の影響を考慮することにより、上
記適用条件のレベルをさらに向上可能である。The present invention is constructed as described above, and furthermore, the adjacent pier units 10, 10 are connected by frictional connection between the connecting plate 13 and the vertical inner surface of the adjacent vertical frame 11, so that the weight is reduced. Connection work becomes easier, the stability of the floating body and the durability of the connection structure are improved, and the normal wave height of 50-60 cm in the still water area where the leisure marina is located, inside the breakwater, natural cove, etc., when abnormal It is strong against lateral load (horizontal force) for wave conditions of about 1 m, and can absorb the stress of longitudinal load by the deflection in the elastic deformation of the constituent material. Furthermore, by designing the stress generated in the connecting plate 13 to be smaller than the stress generated in the main body, the wave force received by the floating pier can be absorbed not locally but as a whole, and endless connection is also possible. . In addition, the level of the above-mentioned application conditions can be further improved by taking measures against the belly phenomenon of the float 30 and considering the influence of the floating jetty flooding.
【図1】従来例を示す斜視図である。FIG. 1 is a perspective view showing a conventional example.
【図2】従来例を示す断面図である。FIG. 2 is a sectional view showing a conventional example.
【図3】本発明の実施例を示す斜視図である。FIG. 3 is a perspective view showing an embodiment of the present invention.
【図4】本発明の縦フレームの断面図である。FIG. 4 is a sectional view of a vertical frame according to the present invention.
【図5】本発明の桟橋ユニットの連結の断面図である。FIG. 5 is a sectional view of the connection of the pier unit of the present invention.
10 桟橋ユニット 11 縦フレーム 12 横フレーム 13 結合板 14 ボルト孔 15 ボルト孔 20 ボルト 21 ナット 25 ゴム材 26 ワッシャー 30 フロート 31 水面 DESCRIPTION OF SYMBOLS 10 Pier unit 11 Vertical frame 12 Horizontal frame 13 Connecting plate 14 Bolt hole 15 Bolt hole 20 Bolt 21 Nut 25 Rubber material 26 Washer 30 Float 31 Water surface
Claims (1)
形板状の複数の桟橋ユニット(10)をボルト(20)
により締結し、一方向に連結してなる浮き桟橋の連結構
造において、桟橋ユニット(10)が長手方向に平行に
並べた複数の鋼製縦フレーム(11)及びその縦フレー
ム(11)を一体に連結する横フレーム(12)よりな
り、前記縦フレーム(11)の一端の鉛直内面に基部を
固着した結合板(13)の突出部を、隣合う縦フレーム
(11)内に挿入し、対応する鉛直内面と当接させ、ボ
ルト(20)及びナット(21)により締結してなる浮
き桟橋の連結構造。1. A plurality of pier units (10) each having a rectangular plate shape with a float (30) attached to a lower surface thereof and bolts (20).
Integrally fastened, in the coupling structure of the floating-out pier formed by connecting in one direction, a plurality of steel Seitate frame pier unit (10) is arranged parallel to the longitudinal direction (11) and its longitudinal frames (11) by And a protrusion of a coupling plate (13) having a base fixed to a vertical inner surface at one end of the vertical frame (11) is inserted into an adjacent vertical frame (11). Connecting structure of a floating pier which is brought into contact with a vertical inner surface to be fastened and fastened by bolts (20) and nuts (21) .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP04338137A JP3108966B2 (en) | 1992-11-24 | 1992-11-24 | Connecting structure of floating pier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP04338137A JP3108966B2 (en) | 1992-11-24 | 1992-11-24 | Connecting structure of floating pier |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06158615A JPH06158615A (en) | 1994-06-07 |
JP3108966B2 true JP3108966B2 (en) | 2000-11-13 |
Family
ID=18315266
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP04338137A Expired - Fee Related JP3108966B2 (en) | 1992-11-24 | 1992-11-24 | Connecting structure of floating pier |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3108966B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107447663B (en) * | 2017-07-31 | 2023-11-03 | 北京星河园林景观工程有限公司 | Surface pore-free wood trestle |
-
1992
- 1992-11-24 JP JP04338137A patent/JP3108966B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH06158615A (en) | 1994-06-07 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |