JP2000087311A - Coupling construction of floating structures - Google Patents

Coupling construction of floating structures

Info

Publication number
JP2000087311A
JP2000087311A JP10254431A JP25443198A JP2000087311A JP 2000087311 A JP2000087311 A JP 2000087311A JP 10254431 A JP10254431 A JP 10254431A JP 25443198 A JP25443198 A JP 25443198A JP 2000087311 A JP2000087311 A JP 2000087311A
Authority
JP
Japan
Prior art keywords
floating
floating structure
piece
coupling
connecting member
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.)
Withdrawn
Application number
JP10254431A
Other languages
Japanese (ja)
Inventor
Tomohisa Kakei
智央 加計
Kazuo Kimura
一夫 木村
Takeshi Yamamoto
剛 山本
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.)
Nitta Corp
Original Assignee
Nitta Corp
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 Nitta Corp filed Critical Nitta Corp
Priority to JP10254431A priority Critical patent/JP2000087311A/en
Publication of JP2000087311A publication Critical patent/JP2000087311A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent concentration of a load in the coupling part of the end of a floating structure to elongate the life of the floating structure and enable a floating pier to change the rigidity of the coupling construction in accordance with the circumstances and the installation conditions in which the floating pier is installed. SOLUTION: The coupling construction of a floating structure is provided with a long coupling member 10 which is fixed to a floating structure 1 and protruded sideways to the side wall of the floating structure 1 at both ends, a pair of floating structures 1 arranged with a specified distance so that the tips of the members 10 fixed to the floating structure 1 are arranged opposite to each other with a distance, and elastically deformable coupling pieces 14 arranged between the ends of the opposite coupling members 10. One end of the coupling piece 14 is connected to one member 10 and the other end of the coupling piece is connected to the other coupling member 10.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、たとえば、マリー
ナ、ヨットビーチなどの海辺、水辺において設置される
浮き桟橋を構成する浮体構造物の連結構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of a floating structure constituting a floating pier installed at a seaside or a waterside such as a marina or a yacht beach.

【0002】[0002]

【従来の技術】従来の浮き桟橋は、図4に示すように、
ポリエチレン製等にて構成される中空フロート20を有
する浮体構造物21を複数接続して構成されているもの
が多い。すなわち、この浮き桟橋は、略六面体に形成さ
れる浮体構造物21を、該複数の浮体構造物21の端部
同士が隣接するように配置し、隣接する浮体構造物2
1、21の連結部22を連結部材23で連結して浮き桟
橋が構成される。
2. Description of the Related Art A conventional floating pier is shown in FIG.
In many cases, a plurality of floating structures 21 having a hollow float 20 made of polyethylene or the like are connected. That is, in this floating pier, the floating structure 21 formed in a substantially hexahedron is arranged such that the ends of the plurality of floating structures 21 are adjacent to each other, and the adjacent floating structure 2
The connecting piers 1 and 21 are connected by a connecting member 23 to form a floating pier.

【0003】しかし、従来の浮き桟橋では、隣接する浮
体構造物の端部同士は剛性を有する部材で連結するの
で、以下のような欠点があった。 (1)浮体構造物が上下揺動する毎に、浮体構造物の端
部の連結部のみに荷重(応力)が集中するので、浮体構
造物の寿命を短くする (2)浮き桟橋を設置する環境及び客先の要望により、
あるいは波浪や航走波が多いところや少ないところに応
じて、浮き桟橋の連結機構の剛性を変化させることが望
ましいが、従来の連結構造では対応することができな
い。つまり、波浪や航走波が多いところでは、浮き桟橋
の耐久性を重視すると連結機能を柔軟構造とするのがよ
く、波浪や航走波が少ない静穏域では浮き桟橋の安定性
を重視して、連結機構の剛性を高める構造にすることが
よいが、従来の浮き桟橋の連結機構ではそれらの環境や
状況によって連結機構の剛性を調整することができな
い。
However, the conventional floating pier has the following drawbacks because the ends of adjacent floating structures are connected to each other by a rigid member. (1) Every time the floating structure swings up and down, the load (stress) is concentrated only on the connecting portion at the end of the floating structure, so that the life of the floating structure is shortened. (2) A floating jetty is installed Depending on the environment and customer requirements
Alternatively, it is desirable to change the rigidity of the connecting mechanism of the floating pier in accordance with a place where there are many waves or sailing waves, but the conventional connecting structure cannot cope with this. In other words, in places where there are many waves and sailing waves, it is better to make the connection function flexible when emphasizing the durability of the floating pier, and in the calm area where there are few waves and sailing waves, focus on the stability of the floating pier. Although it is preferable to increase the rigidity of the connecting mechanism, the connecting mechanism of the conventional floating pier cannot adjust the rigidity of the connecting mechanism depending on the environment and circumstances.

【0004】[0004]

【発明が解決しようとする課題】本発明は、上記欠点を
解消するためになされたものであり、その目的とすると
ころは、浮体構造物の端部の連結部に荷重が集中するこ
とを防いで、浮体構造物の寿命を長くすることができる
浮体構造物の連結構造を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned drawbacks, and an object of the present invention is to prevent a load from being concentrated on a connecting portion at an end of a floating structure. Accordingly, an object of the present invention is to provide a connection structure of a floating structure that can prolong the life of the floating structure.

【0005】本発明の他の目的は、浮き桟橋を設置する
環境及び設置状況等に応じて、浮き桟橋の連結機構の剛
性を変化させることができる浮体構造物の連結構造を提
供することにある。
Another object of the present invention is to provide a connecting structure of a floating structure capable of changing the rigidity of a connecting mechanism of a floating pier in accordance with an environment in which the floating pier is installed, an installation condition, and the like. .

【0006】[0006]

【課題を解決するための手段】本発明の浮体構造物の連
結構造は、浮体構造物に固定され両端部が浮体構造物の
側壁より側方へ突出している長尺の連結部材と、該浮体
構造物に固定された連結部材の先端部が互いに間隙を有
して対向するよう所定の間隙をおいて配置される一対の
浮体構造物と、該対向する連結部材の端部間に配設され
る弾性変形可能な連結片と、を有し、該連結片の一端部
が該一方の連結部材に連結され、該連結片の他端部が該
他方の連結部材に連結されており、そのことにより上記
目的が達成される。
SUMMARY OF THE INVENTION A connecting structure for a floating structure according to the present invention comprises a long connecting member fixed to the floating structure and having both ends protruding laterally from a side wall of the floating structure; A pair of floating structures arranged at a predetermined gap so that the distal ends of the connecting members fixed to the structure face each other with a gap therebetween, and are disposed between the ends of the opposing connecting members. Elastically deformable connection piece, one end of the connection piece is connected to the one connection member, and the other end of the connection piece is connected to the other connection member. This achieves the above object.

【0007】本発明の一つの実施態様では、前記連結部
材が角鋼管にて形成され、前記連結片が鋼板と樹脂層と
を積層して形成され、その両端部に形成された断面矩形
状の挿入部がそれぞれ連結部材内に挿入されてボルト、
ナットにて浮体構造物に固定されている。
In one embodiment of the present invention, the connecting member is formed of a square steel pipe, the connecting piece is formed by laminating a steel plate and a resin layer, and has a rectangular cross section formed at both ends. The insertion part is inserted into the connecting member, and the bolt,
It is fixed to the floating structure with nuts.

【0008】本発明の作用は次の通りである。The operation of the present invention is as follows.

【0009】本発明の浮体構造物の連結構造は、弾性変
形可能な連結片の一端部が浮体構造物に固定された一方
の連結部材に連結され、該連結片の他端部が該他方の連
結部材に連結されていることにより、浮き桟橋に作用す
る荷重(応力)は両連結部材間の連結片部分で支持する
ため浮体構造物の端部の連結部に荷重が集中することが
なく、また同一構造の浮体構造物を用いながら連結片の
剛性を変えるだけで浮き桟橋の剛性を調整することがで
きる。
In the connecting structure for a floating structure of the present invention, one end of an elastically deformable connecting piece is connected to one connecting member fixed to the floating structure, and the other end of the connecting piece is connected to the other of the other. By being connected to the connecting member, the load (stress) acting on the floating pier is supported by the connecting piece between the connecting members, so that the load does not concentrate on the connecting portion at the end of the floating structure, Further, the rigidity of the floating pier can be adjusted only by changing the rigidity of the connecting piece while using the same floating structure.

【0010】[0010]

【発明の実施の形態】以下、図面を参照して本発明を詳
細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the drawings.

【0011】浮き桟橋Aは、図1および図2に示すよう
に浮体構造物1を複数連結して構成されている。このよ
うな浮き桟橋Aは、浮体構造物1、1…相互の連結の仕
方によって種々その形状を変更することが可能である。
The floating pier A is constituted by connecting a plurality of floating structures 1 as shown in FIGS. The shape of the floating pier A can be variously changed depending on the manner of connection between the floating structures 1, 1,....

【0012】浮体構造物1は、フロート3と、該フロー
ト3のフランジ4上に取り付けられたスペーサー2とを
有する。スペーサー2とフロート3とは一体に形成して
もよく、あるいは別体に構成してボルト等の固定具によ
り取り付けてもよい。スペーサー2は、通常は金属で形
成されているが、木材、集成材等で形成することもでき
る。フロート3は、合成樹脂材あるいは合成樹脂と他の
材料との複合材料等で形成されている。
The floating structure 1 has a float 3 and a spacer 2 mounted on a flange 4 of the float 3. The spacer 2 and the float 3 may be formed integrally, or may be formed separately and attached by a fixing tool such as a bolt. The spacer 2 is usually formed of metal, but may be formed of wood, laminated wood, or the like. The float 3 is formed of a synthetic resin material or a composite material of a synthetic resin and another material.

【0013】このような浮体構造物1は複数が間隙を開
けた状態で配置されている。
A plurality of such floating structures 1 are arranged with a gap therebetween.

【0014】各浮体構造物1のスペーサー2上面に連結
部材10が配設され、該連結部材10がスペーサー2に
ボルト、ナット等の固定手段5にて固定されている。
A connecting member 10 is provided on the upper surface of the spacer 2 of each floating structure 1, and the connecting member 10 is fixed to the spacer 2 by fixing means 5 such as bolts and nuts.

【0015】該連結部材10は、管状(例えば、角管
状)部材、L型アングル部材、断面I状の部材等で構成
されている。図1及び図2に示す実施形態では、連結部
材10は角鋼管にて形成され、図4に示すように、その
連結部材10の両端部に矩形状の開口部11が形成さ
れ、連結部材10の両側片に端部に通じるスリット12
が形成されている。従って、連結部材10の端部側の上
片10aと下片10b間の間隙を変えることができる。
The connecting member 10 is composed of a tubular (for example, square tubular) member, an L-shaped angle member, a member having an I-shaped cross section, and the like. In the embodiment shown in FIGS. 1 and 2, the connecting member 10 is formed of a square steel pipe, and as shown in FIG. 4, rectangular openings 11 are formed at both ends of the connecting member 10. Slit 12 leading to the end on both side pieces of
Are formed. Therefore, the gap between the upper piece 10a and the lower piece 10b on the end side of the connecting member 10 can be changed.

【0016】図1に示すように、3本の連結部材10が
浮体構造物1上に平行に固定され、また横部材18によ
って横方向に隣接する他の浮体構造物1の連結部材10
が相互に固定されている。また、この場合、連結部材1
0間に形成される間隙部は複数の連結部材10において
同じ箇所に設けられ、複数の間隙部が直線状となるよう
にされている。連結部材10は通常、浮体構造物1につ
き2本以上設けられる。
As shown in FIG. 1, three connecting members 10 are fixed on the floating structure 1 in parallel, and the connecting members 10 of another floating structure 1 which are laterally adjacent to each other by a horizontal member 18.
Are fixed to each other. In this case, the connecting member 1
The gaps formed between zeros are provided at the same location in the plurality of connecting members 10 so that the plurality of gaps are linear. Usually, two or more connecting members 10 are provided for each floating structure 1.

【0017】連結部材10の長さは適宜変更することが
できるが、浮体構造物1の上面に固定された連結部材1
0の端部が、浮体構造物1の縁部から側方へ突出する程
度に設定されている。この連結部材10は上記のように
スペーサー2および横部材18を介してフロート3上に
載設固定してもよいが、フロート3のフランジ上に載設
固定してもよい。
Although the length of the connecting member 10 can be appropriately changed, the connecting member 1 fixed on the upper surface of the floating structure 1
0 is set to such an extent that it protrudes laterally from the edge of the floating structure 1. The connecting member 10 may be mounted and fixed on the float 3 via the spacer 2 and the horizontal member 18 as described above, or may be mounted and fixed on a flange of the float 3.

【0018】連結片14は、弾性変形可能な部材で形成
され、例えば、弾性体と略剛性を有する板状物の積層構
造とすることができる。具体的には、図3に示すよう
に、弾性変形可能な一対の樹脂板15の両端部間に芯金
16を配置し、さらに該樹脂板15の両端部の上下面に
鋼板17を積層して構成されている。これらの各部材は
積層接着してもよく、あるいは金具等にて固定してもよ
い。連結片14の長さを500mm、端部14aの上下厚
みを70mmとした場合、樹脂板15の厚みは、12〜2
0mmとすることができ、芯金16の厚みは16〜34mm
とすることができ、また鋼板17の厚みは4.5〜16
mmとすることができる。また、樹脂板15のかわりに弾
性変形可能なゴム片を用いてもよい。この連結片14
は、全体の曲げ剛性が目的の値になるように、断面の形
状寸法あるいは材質を調整しておく。
The connecting piece 14 is formed of an elastically deformable member, and can have, for example, a laminated structure of an elastic body and a substantially rigid plate. Specifically, as shown in FIG. 3, a metal core 16 is disposed between both ends of a pair of elastically deformable resin plates 15, and steel plates 17 are further laminated on upper and lower surfaces of both ends of the resin plate 15. It is configured. These members may be laminated and adhered, or may be fixed by metal fittings or the like. When the length of the connecting piece 14 is 500 mm and the vertical thickness of the end 14a is 70 mm, the thickness of the resin plate 15 is 12 to 2
0 mm, and the thickness of the core 16 is 16 to 34 mm
And the thickness of the steel plate 17 is 4.5 to 16
mm. Further, a rubber piece that can be elastically deformed may be used instead of the resin plate 15. This connecting piece 14
In this case, the cross-sectional shape and dimensions or the material are adjusted so that the overall bending rigidity becomes a target value.

【0019】連結片14の端部14aは断面が矩形状に
形成され、かつその大きさは上記連結部材10の開口部
11内に挿入される程度に形成されている。
The end 14a of the connecting piece 14 has a rectangular cross section and a size such that it can be inserted into the opening 11 of the connecting member 10.

【0020】上記のようにして構成される浮体構造物1
を連結するには、図1及び図2に示すように、浮体構造
物1の上面に固定された各連結部材10が一列に揃うよ
うに隣接する浮体構造物1、1を複数配置し、隣接する
浮体構造物1の連結部材10の端部の開口部11内に上
記連結片14の両端部14aをそれぞれ挿入する。次
に、ボルトを連結部材10および連結片14に通してワ
ッシャを介してナットで締め付けると、連結部材10の
端部にスリット12が形成されていることにより、連結
部材10の上片10aが撓んで連結片14の挿入端部1
4aは連結部材10の上片10aと下片10bとの間で
挟着されることになる。ここで、連結部材10の端部に
はボルト孔19が形成され、それに対応する位置にて連
結片14の挿入部にボルト孔(図示せず)が設けられて
いる。ボルト孔の数は適宜変更することができるが、こ
の実施形態では長手方向に向けて2カ所、60mm程度の
間隔をおいて設けられている。
Floating structure 1 constructed as described above
As shown in FIGS. 1 and 2, a plurality of adjacent floating structures 1, 1 are arranged so that the connecting members 10 fixed to the upper surface of the floating structure 1 are aligned, and The two ends 14a of the connection piece 14 are inserted into the openings 11 at the ends of the connection member 10 of the floating structure 1 to be formed. Next, when the bolt is passed through the connecting member 10 and the connecting piece 14 and tightened with a nut via a washer, the slit 12 is formed at the end of the connecting member 10 so that the upper piece 10a of the connecting member 10 is bent. And the insertion end 1 of the connecting piece 14
4a is sandwiched between the upper piece 10a and the lower piece 10b of the connecting member 10. Here, a bolt hole 19 is formed at an end portion of the connecting member 10, and a bolt hole (not shown) is provided in an insertion portion of the connecting piece 14 at a position corresponding thereto. Although the number of bolt holes can be changed as appropriate, in this embodiment, two bolt holes are provided in the longitudinal direction at intervals of about 60 mm.

【0021】上記浮体構造物1上に枠組みされた横部材
18と連結部材10とからなる格子の上には、表面板が
載置される。
A surface plate is placed on a grid composed of the horizontal members 18 and the connecting members 10 framed on the floating structure 1.

【0022】[0022]

【発明の効果】本発明によれば、浮体構造物に加わる荷
重(曲げモーメント)は連結部材および連結片が受け持
つことになり、浮体構造物の本体部や連結部に荷重(応
力)が集中することはなく、従って、浮体構造物の寿命
を長くするできる。
According to the present invention, the load (bending moment) applied to the floating structure is borne by the connecting member and the connecting piece, and the load (stress) is concentrated on the main body and the connecting portion of the floating structure. Therefore, the life of the floating structure can be extended.

【0023】さらに、浮体構造物の曲げ剛性は、連結部
材あるいは連結片の材質、寸法等により設定することが
可能になり、浮体構造物によって構成される浮き桟橋の
設置条件に合わせた曲げ剛性の調整ができる。従って、
一つの浮体構造物を用いて、浮き桟橋の剛性を調整する
ことができるので、浮き桟橋の設置環境、例えば、波浪
が大きい場所とか小さい場所あるいは航走波の大小等に
あった構造にすることができる。そのことにより、浮き
桟橋の耐久性を高めた構造にすることができ、かつ使用
者の要求にあった浮き桟橋を提供することができる。
Further, the bending rigidity of the floating structure can be set by the material and dimensions of the connecting member or the connecting piece, and the bending rigidity of the floating pier constituted by the floating structure is adjusted to the installation condition. Can be adjusted. Therefore,
Since the rigidity of the floating pier can be adjusted using a single floating structure, the floating pier must be installed in an environment such as a place where waves are large or small, or a structure suitable for the size of the sailing wave. Can be. This makes it possible to provide a structure in which the durability of the floating pier is enhanced, and to provide a floating pier that meets the needs of the user.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の浮体構造物の連結構造を採用した浮き
桟橋の平面図である。
FIG. 1 is a plan view of a floating pier employing a connecting structure of a floating structure of the present invention.

【図2】図1で示す浮き桟橋の側面図である。FIG. 2 is a side view of the floating pier shown in FIG.

【図3】本発明で使用する連結片の側断面図である。FIG. 3 is a side sectional view of a connecting piece used in the present invention.

【図4】連結片を連結部材の端部内に装着した状態を示
す断面図である。
FIG. 4 is a cross-sectional view showing a state in which a connecting piece is mounted inside an end of a connecting member.

【図5】従来の浮き桟橋の斜視図である。FIG. 5 is a perspective view of a conventional floating pier.

【符号の説明】[Explanation of symbols]

1 浮体構造物 2 スペーサー 3 フロート 10 連結部材 14 連結片 DESCRIPTION OF SYMBOLS 1 Floating structure 2 Spacer 3 Float 10 Connecting member 14 Connecting piece

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山本 剛 奈良県大和郡山市池沢町172 ニッタ株式 会社奈良工場内 Fターム(参考) 2D059 BB13 BB15 GG55  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Tsuyoshi Yamamoto 172 Ikezawa-cho, Yamatokoriyama-shi, Nara Pref.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 浮体構造物に固定され両端部が浮体構造
物の側壁より側方へ突出している長尺の連結部材と、該
浮体構造物に固定された連結部材の先端部が互いに間隙
を有して対向するよう所定の間隙をおいて配置される一
対の浮体構造物と、該対向する連結部材の端部間に配設
される弾性変形可能な連結片と、を有し、該連結片の一
端部が該一方の連結部材に連結され、該連結片の他端部
が該他方の連結部材に連結されている、浮体構造物の連
結構造。
An elongated connecting member fixed to a floating structure and having both ends protruding laterally from a side wall of the floating structure, and a distal end of the connecting member fixed to the floating structure have a gap therebetween. A pair of floating structures arranged at a predetermined gap so as to face each other, and a resiliently deformable connecting piece disposed between ends of the facing connecting members; A connection structure for a floating structure, wherein one end of a piece is connected to the one connection member, and the other end of the connection piece is connected to the other connection member.
【請求項2】 前記連結部材が角鋼管にて形成され、前
記連結片が鋼板と樹脂層とを積層して形成され、その両
端部に形成された断面矩形状の挿入部がそれぞれ連結部
材内に挿入されてボルト、ナットにて浮体構造物に固定
されている、請求項1記載の浮体構造物の連結構造。
2. The connecting member is formed of a square steel pipe, the connecting piece is formed by laminating a steel plate and a resin layer, and insertion portions having rectangular cross sections formed at both ends thereof are respectively formed in the connecting member. The floating structure connecting structure according to claim 1, wherein the connecting structure is fixed to the floating structure with bolts and nuts.
JP10254431A 1998-09-08 1998-09-08 Coupling construction of floating structures Withdrawn JP2000087311A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10254431A JP2000087311A (en) 1998-09-08 1998-09-08 Coupling construction of floating structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10254431A JP2000087311A (en) 1998-09-08 1998-09-08 Coupling construction of floating structures

Publications (1)

Publication Number Publication Date
JP2000087311A true JP2000087311A (en) 2000-03-28

Family

ID=17264901

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10254431A Withdrawn JP2000087311A (en) 1998-09-08 1998-09-08 Coupling construction of floating structures

Country Status (1)

Country Link
JP (1) JP2000087311A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100952461B1 (en) * 2009-10-28 2010-04-13 김재운 Passage of marina and pontoon assembly using the marina
KR101140412B1 (en) 2011-12-08 2012-05-14 (주)씨케이아이피엠 Pontoon
JP2015115595A (en) * 2013-08-09 2015-06-22 エルエス産電株式会社Lsis Co., Ltd. Supporting device for solar panel
WO2015097747A1 (en) * 2013-12-24 2015-07-02 Saマリン有限会社 Knockdown barge
KR101615553B1 (en) * 2015-10-30 2016-04-26 주종대 Float and floating structure using thereof
WO2019168226A1 (en) * 2018-02-27 2019-09-06 주식회사 세기종합환경 Assembly unit having anchor pile and assembly comprising same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100952461B1 (en) * 2009-10-28 2010-04-13 김재운 Passage of marina and pontoon assembly using the marina
KR101140412B1 (en) 2011-12-08 2012-05-14 (주)씨케이아이피엠 Pontoon
JP2015115595A (en) * 2013-08-09 2015-06-22 エルエス産電株式会社Lsis Co., Ltd. Supporting device for solar panel
WO2015097747A1 (en) * 2013-12-24 2015-07-02 Saマリン有限会社 Knockdown barge
KR101615553B1 (en) * 2015-10-30 2016-04-26 주종대 Float and floating structure using thereof
WO2019168226A1 (en) * 2018-02-27 2019-09-06 주식회사 세기종합환경 Assembly unit having anchor pile and assembly comprising same
GB2577665A (en) * 2018-02-27 2020-04-08 Se Gi Synthetic Env Co Ltd Unit for assembling with anchor pile and assembly having thereof

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