JPH0676409U - Concrete floating structure - Google Patents

Concrete floating structure

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Publication number
JPH0676409U
JPH0676409U JP1735093U JP1735093U JPH0676409U JP H0676409 U JPH0676409 U JP H0676409U JP 1735093 U JP1735093 U JP 1735093U JP 1735093 U JP1735093 U JP 1735093U JP H0676409 U JPH0676409 U JP H0676409U
Authority
JP
Japan
Prior art keywords
floating
concrete
floating structure
floating body
foam
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
JP1735093U
Other languages
Japanese (ja)
Inventor
信義 吉川
直之 伊藤
Original Assignee
テイヒュー株式会社
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 テイヒュー株式会社 filed Critical テイヒュー株式会社
Priority to JP1735093U priority Critical patent/JPH0676409U/en
Publication of JPH0676409U publication Critical patent/JPH0676409U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 軽量でありながら強度、耐久性に優れ、しか
も現地での設置を手軽に行うことができるコンクリート
製浮遊構造体を提供すること。 【構成】 遠心成形によるコンクリート製筒体1の内部
に発泡体2を装着して浮体単体Aを構成し、それら浮体
単体Aを浮体単体Aの長さ方向、幅方向、及び高さ方向
に適宜数を連結して浮遊構造体Bを構成する。
(57) [Summary] [Purpose] To provide a concrete floating structure that is lightweight, yet has excellent strength and durability, and that can be easily installed locally. [Structure] A floating body single unit A is configured by mounting a foam body 2 inside a concrete cylindrical body 1 formed by centrifugal molding, and these floating body single units A are appropriately arranged in the length direction, the width direction, and the height direction of the floating body unit A. The floating structures B are formed by connecting the numbers.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案はコンクリート製浮遊構造体に係り、詳しくは海、湖、沼、河川、ダム 等に浮かべて浮き桟橋、或いはヨットハーバー及びマリーナの付属施設でヨット の係留場として使用するコンクリート製浮遊構造体に関する。 The present invention relates to a concrete floating structure, more specifically, a concrete floating structure floating on a sea, lake, swamp, river, dam, etc., or used as a mooring point for yachts in a facility attached to a yacht harbor and marina. Regarding

【0002】[0002]

【従来の技術】[Prior art]

従来の浮き桟橋等に用いられている浮遊構造体としては、木製、FRP製等が 存在するが、それらは強度が弱く、耐久性に欠けるといった問題点を有している 。そこで、最近はコンクリート製浮遊構造体の開発が行われ、実際に使用される に至っている。 Floating structures used for conventional floating piers include wood and FRP, but they have the problem of weak strength and lack of durability. Therefore, recently, a floating structure made of concrete has been developed and is actually being used.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

ところで、今日存在するコンクリート製浮遊構造体は、振動成形或いは型成形 によってコンクリート製中空箱体を形成し、その中空箱体の内部に、発泡体から なるブロックを装着して形成されるもので、発泡体を覆うコンクリート製箱体は 振動成形、型成形であるため水密性に欠け、それにより強度も十分とは言い難く 、耐久性に不安を有するものである。尚、耐久性を高めようとすればコンクリー ト製箱体の壁厚を厚くしなければならず、そうした場合は全体の重量が重くなり 、その結果乾舷が小さくなる。又、乾舷を大きくしようとすれば高さ方向の寸法 を大きくしなければならず、浮遊構造体は非常に大きなものとなる。 By the way, the existing concrete floating structure is formed by forming a concrete hollow box body by vibration molding or molding and mounting a block made of foam inside the hollow box body. Since the concrete box covering the foam is vibration-molded and mold-molded, it lacks water-tightness, which makes it difficult to say that it has sufficient strength, and there is concern about its durability. If the durability is to be increased, the wall thickness of the concrete box body must be increased, and in such a case, the overall weight becomes heavy, and as a result, the freeboard becomes small. Also, if the freeboard is to be increased, the size in the height direction must be increased, and the floating structure becomes very large.

【0004】 又、上記したコンクリート製浮遊構造体は工場で成形するが、それら1個当た りの大きさは前記したように非常に大きく、その為工場から現地への輸送、及び 現地での設置等に手数を要し、取扱いに問題点を有する。The above-mentioned concrete floating structure is molded in a factory, and the size of each one is very large as described above, and therefore the transportation from the factory to the site and the There is a problem in handling because it takes time to install.

【0005】 本考案は上述したような従来の技術が有する問題点に鑑みてなされたもので、 その目的とするところは軽量でありながら強度、耐久性に優れ、工場から現地へ の輸送、現地での設置を手軽に行うことができるコンクリート製浮遊構造体を提 供することにある。The present invention has been made in view of the problems of the above-described conventional techniques, and its purpose is to achieve lightness, strength, and durability, and to facilitate transportation from a factory to a local site. The purpose is to provide a concrete floating structure that can be easily installed in the area.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

上記の目的を達成する為に本考案が講じた技術的手段は、遠心成形によるコン クリート製筒体の内部に発泡体を装着して浮体単体を構成し、それら浮体単体を 浮体単体の長さ方向、幅方向、及び高さ方向に適宜数を連結したことを特徴とす る。上記浮体単体の大きさは連結組み立て、取扱い性を考慮して決定する。 In order to achieve the above object, the technical means taken by the present invention is to install a foam body inside a concrete cylindrical body formed by centrifugal molding to form a floating body unit, and the floating body unit is the length of the floating body unit. It is characterized by connecting an appropriate number in the direction, width direction, and height direction. The size of the floating body alone is determined in consideration of connection and assembly and handling.

【0007】 浮体単体を構成するコンクリート製筒体の形状としては、直方体,立方体等の 角形筒、或いは円形筒等いずれでも良く、該筒体の開口部は別途成形した蓋板を 被着して閉鎖し、内部に装着した発泡体を保持する。又、筒体の開口部に被着す る蓋体は水密性を考慮してパッキングを装着することは勿論任意である。The shape of the concrete tubular body that constitutes the floating body may be a rectangular tube such as a rectangular parallelepiped or a cube, or a circular tube, and the opening of the tubular body may be covered with a cover plate separately molded. Close and hold the foam inside. In addition, it is of course optional that the lid attached to the opening of the tubular body is provided with packing in consideration of watertightness.

【0008】[0008]

【作用】[Action]

上記手段によれば、浮体単体を長さ方向、幅方向、及び高さ方向に適宜数を連 結して浮遊構造体を構成するため、使用目的、必要とする浮力に応じて現地で最 適な浮遊構造体を構成することができる。そして、コンクリート製筒体が遠心成 形によって成形されているため緻密で気泡の無い製品となり、その結果水密性が 高く、筒体の肉厚が薄くても耐圧強度に富み、耐久性が向上される。 According to the above means, a floating structure is configured by connecting a suitable number of floating bodies in the length direction, the width direction, and the height direction to form a floating structure. A floating structure can be formed. Moreover, since the concrete cylinder is molded by centrifugal molding, it becomes a dense and bubble-free product, resulting in high watertightness, rich pressure resistance strength even with a thin cylinder, and improved durability. It

【0009】[0009]

【実施例】【Example】

以下、本考案の実施例を図面に基づき説明すると、図1及び図2は浮遊構造体 を構成する浮体単体Aを示し、図中、1は遠心成形によって成形した直方体形状 のコンクリート製筒体で、その内部には発泡スチレン等の発泡体2からなるブロ ックが装着され、コンクリート製筒体1の両側開口部には蓋体3が被着されると 共に、該筒体1の長さ方向全長に亘って四隅部に挿入したPC鋼棒4の両側のネ ジ条部分にナット5を螺合締着して両側の蓋体3が固着されている。コンクリー ト製筒体1の両側開口部を閉鎖する蓋体3は、筒体と同様コンクリート製でもよ いが、他の材料、例えばFRP製、金属製としてもよいものである。 An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 and FIG. 2 show a single floating body A that constitutes a floating structure, in which 1 is a rectangular parallelepiped concrete cylinder molded by centrifugal molding. A block made of foamed material 2 such as styrene foam is installed inside the cover, and lids 3 are attached to both side openings of the concrete-made cylindrical body 1 and the length of the cylindrical body 1 is increased. Nuts 5 are screwed and fastened to both sides of the PC steel rods 4 inserted in the four corners along the entire length in the direction, and the lids 3 on both sides are fixed. The lid 3 that closes the openings on both sides of the concrete tubular body 1 may be made of concrete as with the tubular body, but may be made of another material such as FRP or metal.

【0010】 上記の如く構成した浮体単体Aを長さ方向、幅方向、及び高さ方向に適宜数を 連結して浮遊構造体Bを構成するが、浮体単体A相互の連結は接合面相互に亘っ て接続金具6を当接し、その接続金具6をボルト7で浮体単体Aに固定して連結 する。浮体単体Aの連結個数、及び連結方向は得ようとする浮遊構造体Bによっ て適宜決定されるものである。即ち、かなりの重量物が乗る浮遊構造体Bの場合 であれば浮体単体Aを長さ方向及び幅方向の水平横方向だけでなく高さ方向に2 段、3段と積み重ね連結して必要とする浮力が生じるようにし、広い面積を確保 する時は水平横方向に連結して構築する。The floating structure single body A configured as described above is connected in an appropriate number in the length direction, the width direction, and the height direction to form the floating structure B. A connecting metal fitting 6 is abutted over it, and the connecting metal fitting 6 is fixed to the floating body single body A by a bolt 7 and connected. The number of connected floating bodies A and the connecting direction are appropriately determined according to the floating structure B to be obtained. That is, in the case of a floating structure B on which a considerable weight is to be loaded, it is necessary to stack and connect the floating body A in two steps and three steps not only in the horizontal direction in the length and width directions but also in the height direction. When a large area is secured, it is connected horizontally and constructed.

【0011】 又、浮体単体Aを長さ方向に連結する場合、各浮体単体Aとして蓋板3を被着 したものを使用してもよいが、蓋体3は長さ方向の両側に位置する浮体単体の外 側面にのみ被着してもよいものである。更に、蓋体3の固定は、図示の形態に限 られるものではなく、例えばコンクリート製筒体の筒壁内にアンカーボルト、又 はナットを埋設し、筒体に当接する蓋体3の外側からアンカーボルトにナットを 螺合し、或いは蓋体の外側からボルトを挿通してナットに螺合するなどして蓋体 を固定してもよいものである。Further, when the floating body single bodies A are connected in the length direction, the floating body single bodies A to which the lid plates 3 are attached may be used, but the lid bodies 3 are located on both sides in the length direction. It may be attached only to the outer side surface of the floating body. Further, the fixing of the lid body 3 is not limited to the illustrated form, and for example, anchor bolts or nuts are embedded in the tubular wall of a concrete tubular body, and the lid body 3 comes into contact with the tubular body from the outside. The lid may be fixed by screwing a nut onto the anchor bolt or by inserting a bolt from the outside of the lid and screwing the nut onto the nut.

【0012】 以上のように構成した浮遊構造体Bは、浮体単体Aを構成する筒体が遠心成形 によって形成されているため、従来のコンクリート製中空箱体からなる製品と比 較して緻密で気泡のない製品となり、水密性が向上し、それにより筒壁の肉厚は 薄くても強度が向上され、軽量で耐久性に優れた浮遊構造体が得られる。そして 、それら浮体単体を長さ方向、幅方向、及び高さ方向に適宜数を連結することで 必要とする面積、或いは浮力を備えた浮遊構造体を極めて簡単に構成することが できる。The floating structure B configured as described above is denser than a product made of a conventional concrete hollow box because the tubular body that constitutes the floating body A is formed by centrifugal molding. It becomes a product without air bubbles, and the watertightness is improved. As a result, the strength is improved even if the wall thickness of the cylinder wall is thin, and a floating structure that is lightweight and has excellent durability can be obtained. Then, a floating structure having a required area or buoyancy can be extremely easily configured by connecting an appropriate number of these floating bodies alone in the length direction, the width direction, and the height direction.

【0013】[0013]

【考案の効果】[Effect of device]

本考案のコンクリート製浮遊構造体は以上詳記したように、遠心成形によるコ ンクリート製筒体の内部に発泡体を装着して浮体単体を構成し、それら浮体単体 を浮体単体の長さ方向、幅方向、及び高さ方向に適宜数を連結したものであるか ら、軽量で強度が向上し耐久性に優れた浮遊構造体を得ることができる。そして 、その軽量化により乾舷を大きく取ることができると共に工場から現地への輸送 、及び現地での設置等に関する取扱いを手軽に行うことができるものである。 しかも、浮体単体の連結は長さ方向、幅方向だけでなく高さ方向にも連結する ため、浮遊構造体の使用目的等に応じて現地で簡単に所望の形状に構築すること ができ、更に損傷した場合はその浮体単体を交換することで対処できるため非常 に有益である。 As described in detail above, the concrete floating structure of the present invention is constructed by attaching foam to the inside of a concrete cylinder made by centrifugal molding to form a floating body alone. Since an appropriate number is connected in the width direction and the height direction, it is possible to obtain a floating structure that is lightweight and has improved strength and excellent durability. The lighter weight makes it possible to obtain a large freeboard and facilitates the transportation from the factory to the site and the installation at the site. Moreover, since the floating bodies are connected not only in the length direction and the width direction but also in the height direction, the floating body can be easily constructed into a desired shape according to the purpose of use and the like. If it is damaged, it can be dealt with by replacing the floating body itself, which is very useful.

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

【図1】本考案に係る浮遊構造体を構成する浮体単体の
一実施例を示す一部切欠斜視図である。
FIG. 1 is a partially cutaway perspective view showing an example of a single floating body constituting a floating structure according to the present invention.

【図2】図1の(2)−(2)線に沿える縦断面図であ
る。
FIG. 2 is a vertical sectional view taken along line (2)-(2) of FIG.

【図3】浮体単体を連結して構成した浮遊構造体の一例
を示す一部切欠斜視図である。
FIG. 3 is a partially cutaway perspective view showing an example of a floating structure configured by connecting floating bodies alone.

【図4】図3の一部切欠正面図である。4 is a partially cutaway front view of FIG. 3. FIG.

【図5】図3の拡大縦断面図である。5 is an enlarged vertical sectional view of FIG.

【符号の説明】[Explanation of symbols]

A…浮体単体 B…浮遊構造体 1…コンクリート製筒体 2…発泡体 A ... Floating body alone B ... Floating structure 1 ... Concrete cylinder 2 ... Foam

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 遠心成形によるコンクリート製筒体の内
部に発泡体を装着して浮体単体を構成し、それら浮体単
体を浮体単体の長さ方向、幅方向、及び高さ方向に適宜
数を連結したコンクリート製浮遊構造体。
1. A floating body is constructed by attaching a foam to the inside of a concrete cylindrical body formed by centrifugal molding, and the floating bodies are connected in an appropriate number in the length direction, width direction, and height direction of the floating body. Concrete floating structure.
JP1735093U 1993-04-07 1993-04-07 Concrete floating structure Pending JPH0676409U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1735093U JPH0676409U (en) 1993-04-07 1993-04-07 Concrete floating structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1735093U JPH0676409U (en) 1993-04-07 1993-04-07 Concrete floating structure

Publications (1)

Publication Number Publication Date
JPH0676409U true JPH0676409U (en) 1994-10-28

Family

ID=11941605

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1735093U Pending JPH0676409U (en) 1993-04-07 1993-04-07 Concrete floating structure

Country Status (1)

Country Link
JP (1) JPH0676409U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100977015B1 (en) * 2010-02-12 2010-08-19 주식회사 마린코리아 Floating body of concrete and floating assemblies using the same
KR101028711B1 (en) * 2009-04-15 2011-04-14 주식회사 아이랜드 Floating breakwater and construction method
KR101470587B1 (en) * 2012-05-07 2014-12-11 한국해양대학교 산학협력단 the structure and method of connecting floating structure and concrete pontoon using transfer beam
KR102113698B1 (en) * 2019-05-21 2020-05-20 (주)씨플렉스코리아 Stretch cord used floating pier

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101028711B1 (en) * 2009-04-15 2011-04-14 주식회사 아이랜드 Floating breakwater and construction method
KR100977015B1 (en) * 2010-02-12 2010-08-19 주식회사 마린코리아 Floating body of concrete and floating assemblies using the same
WO2011099827A3 (en) * 2010-02-12 2011-11-24 주식회사 마린코리아 Floating concrete body and a floating assembly using the same
KR101470587B1 (en) * 2012-05-07 2014-12-11 한국해양대학교 산학협력단 the structure and method of connecting floating structure and concrete pontoon using transfer beam
KR102113698B1 (en) * 2019-05-21 2020-05-20 (주)씨플렉스코리아 Stretch cord used floating pier

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