JPS5966825A - Underwater setting pillar - Google Patents

Underwater setting pillar

Info

Publication number
JPS5966825A
JPS5966825A JP57176243A JP17624382A JPS5966825A JP S5966825 A JPS5966825 A JP S5966825A JP 57176243 A JP57176243 A JP 57176243A JP 17624382 A JP17624382 A JP 17624382A JP S5966825 A JPS5966825 A JP S5966825A
Authority
JP
Japan
Prior art keywords
hollow columnar
composite material
reinforcing fibers
columnar structure
fences
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
JP57176243A
Other languages
Japanese (ja)
Inventor
石田 正通
小島 守治
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.)
Mitsubishi Rayon Co Ltd
Original Assignee
Mitsubishi Rayon Co Ltd
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 Mitsubishi Rayon Co Ltd filed Critical Mitsubishi Rayon Co Ltd
Priority to JP57176243A priority Critical patent/JPS5966825A/en
Publication of JPS5966825A publication Critical patent/JPS5966825A/en
Pending legal-status Critical Current

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  • Farming Of Fish And Shellfish (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。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は水中、とくに海中に設定する支柱に関するもの
であり、さらに詳しくはオイルフェンス、土砂用フェン
ス、クラゲ用フェンス、さらには魚養殖用網等の海洋フ
ェンス類を岸壁で支持するための支柱に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to supports installed underwater, particularly in the sea, and more specifically, to installation of marine fences such as oil fences, earth and sand fences, jellyfish fences, and fish culture nets on quay walls. It is related to the pillars used for support.

最近、コンビナート海岸ではオイル流出時の海洋への拡
散を防止するためオイルフェンスを取付け義務が課され
たことより海洋汚染防止,海上災害防止上の効果を挙げ
ている。また、火力発電所の排水口にはクラゲが集まる
ため排水口へのクラゲの侵入を防止するためのクラゲフ
ェンスが設置され、さらには土砂の流出防止のための土
砂用フェンスを取りつける所が多くなってきている。ま
た、近海に設置する養殖用イケスを守るためのフェンス
の需要も多くなりつつある。
Recently, it has become mandatory to install oil fences on the coasts of industrial complexes to prevent the spread of oil into the ocean in the event of an oil spill, which has been shown to be effective in preventing marine pollution and maritime disasters. In addition, because jellyfish gather at the drains of thermal power plants, jellyfish fences are being installed to prevent jellyfish from entering the drains, and many places are also installing sand fences to prevent sand from flowing out. It's coming. Additionally, demand for fences to protect fish cages set up in nearby waters is increasing.

このような水中フェンス類を支持固定する金具は岸壁に
一点で固定する方式から、岸壁とフェンス類との間のシ
ール性を考慮した鋼鉄製の中空柱状型支柱へ変更されて
きている。これら支柱の中空部には潮の水位によって上
下できるフロートが備えられ、このフロートにフェンス
類をつなぐことによって常に水面にフェンス類をただよ
わせ、かつフェンス類と岸壁間のシール性が潮位による
影響を受けることなく常時良好に保たれるようにされて
いる。
The metal fittings for supporting and fixing such underwater fences have been changed from being fixed at a single point to the quay wall to hollow column-shaped supports made of steel that take into consideration the sealing properties between the quay wall and the fence. The hollow parts of these pillars are equipped with floats that can be raised and lowered depending on the tidal water level, and by connecting fences to these floats, the fences are always suspended above the water surface, and the sealing between the fences and the quay prevents the effects of tidal levels. It is kept in good condition at all times without any damage.

潮流,潮の干満等によりフェンス類には引張張力がかか
り、この張力による支柱の破損が起らないよう支柱の材
質はスチールであったがこれら鋼製支柱は径が100〜
500mmφで肉厚が2〜20mm長さが1〜10mの
ものであるため支柱全体の重量は数百Kgにもおよび、
これを海岸の岸壁に運び岸壁に数個ける際の移送,設置
には多数の人手を要すると共に、それに伴う危険性が高
いばかりでなく腐蝕による耐久性も問題があり、より軽
く、このような不都合のない水中設定用支柱の開発が強
く望まれている。
Tensile tension is applied to fences due to tidal currents, ebbs and flows, etc., and in order to prevent the props from being damaged by this tension, the material of the props was steel, but these steel props had a diameter of 100 mm.
Since it has a diameter of 500 mm, a wall thickness of 2 to 20 mm, and a length of 1 to 10 m, the entire weight of the pillar is several hundred kg.
Transporting and installing several of these to the quay on the coast requires a lot of manpower, and not only is there a high risk involved, but there are also problems with durability due to corrosion. There is a strong desire to develop a support for underwater installation that does not cause any inconvenience.

そこで本発明者等は上述した要望を満たし得る支柱を開
発することを目的として検討した結果本発明を完成した
Therefore, the present inventors completed the present invention as a result of studies aimed at developing a support that can satisfy the above-mentioned requirements.

本発明の要旨とするところは、補強用繊維とマトリック
ス樹脂とよりなる複合材料製の中空柱状構造体であって
該構造体の中空部内表面又は/及び外表面の少なくとも
一部を引張り弾性率が8,000Kg/mm2以上なる
補強用織締を含む複合材で構成し、中空柱状構造体の肉
厚部中間層を引張り弾性率が500Kg/mm2以上の
補強用繊維を含む複合材で構成すると共に少なくとも1
つの、中空柱状構造体の軸方向に連続した切目部を設け
たことを特徴とする水中設定用支柱にある。
The gist of the present invention is to provide a hollow columnar structure made of a composite material made of reinforcing fibers and a matrix resin, in which at least a portion of the inner surface and/or outer surface of the hollow portion of the structure has a tensile modulus of elasticity. The structure is made of a composite material containing reinforcing fibers with a tensile modulus of 500 Kg/mm2 or more, and the intermediate layer of the thick part of the hollow columnar structure is made of a composite material containing reinforcing fibers with a tensile modulus of 500 Kg/mm2 or more. at least 1
The present invention provides a support for underwater setting, characterized in that two hollow columnar structures are provided with continuous cut portions in the axial direction.

本発明で使用する補強用繊維は2種類用いることが望し
く中空柱状構造体の中空部内表面又は/及び外表面には
引張り弾性率が8,000Kg/mm2以上の補強用繊
維を用いることが必須の要件であり、とくに12,00
0Kg/mm2〜70,000Kg/mm2のものを用
いることが好しい。弾性率が8,000Kg/mm2に
満たないものを補強用繊維とする複合材にて支柱外表面
部を構成したものは水による大きな外力が加わった場合
支柱が容易に破壊するという不都合を生じる。
It is desirable to use two types of reinforcing fibers used in the present invention, and it is essential to use reinforcing fibers with a tensile modulus of 8,000 Kg/mm2 or more on the inner surface and/or outer surface of the hollow part of the hollow columnar structure. requirements, especially 12,00
It is preferable to use one having a weight of 0 Kg/mm2 to 70,000 Kg/mm2. If the outer surface of the strut is made of a composite material whose reinforcing fibers have an elastic modulus of less than 8,000 kg/mm2, the strut will easily break when a large external force from water is applied.

このような補強用繊維の例としてはS−ガラス繊維,芳
香族ポリアミド,芳香族ポリエステル,炭素繊維,炭化
ケイ素繊維,アルミナ繊維,ボロン繊維,ステンレス繊
維等かあげられるがS−ガラス繊紺、芳香族ポリアミド
繊維、炭素繊維が好しい。
Examples of such reinforcing fibers include S-glass fiber, aromatic polyamide, aromatic polyester, carbon fiber, silicon carbide fiber, alumina fiber, boron fiber, stainless steel fiber, etc. Group polyamide fibers and carbon fibers are preferred.

また、本発明の中空柱状構造体の肉厚部中間層は弾性率
500Kg/mm2以上の補強用繊維を含む複合材で構
成することが必須であり、特に800Kg/mm2〜1
0,000Kg/mm2の繊維を含むもので作ることが
好しい。
In addition, it is essential that the middle layer of the thick wall part of the hollow columnar structure of the present invention is made of a composite material containing reinforcing fibers having an elastic modulus of 500 Kg/mm2 or more, particularly 800 Kg/mm2 to 1
It is preferably made of a material containing 0,000 kg/mm2 of fiber.

これは中空状支柱のサンドイッチ中間層に相当するもの
であり、フロートによって随意かけられる引張り力がか
かった際の当該層よりの破壊を防止するのに効果を発揮
するものである。
This corresponds to the middle layer of a sandwich of hollow struts, and is effective in preventing the layer from breaking when a tensile force optionally applied by the float is applied.

このような補強用繊維としては、高強度ポリエステル繊
維,E−ガラス繊維,C−ガラス繊維が適当である。補
強用繊維の形態としては長繊維でも短繊維でもよい。
Suitable examples of such reinforcing fibers include high-strength polyester fibers, E-glass fibers, and C-glass fibers. The reinforcing fibers may be in the form of long fibers or short fibers.

複合材を構成するマトリックス樹脂としては熱硬化性樹
脂、熱可塑性樹脂のいずれも用いることかできる。
As the matrix resin constituting the composite material, either a thermosetting resin or a thermoplastic resin can be used.

特に耐海水性が良好な樹脂としてはエポキシ樹脂,不飽
和ポリエステル系樹脂,フェノール樹脂,ポリ塩化ビニ
ル,ポリエチレン,ポリプロピレン,ポリスルホン,ポ
リカーボネートなどを用いることができる。
As resins having particularly good seawater resistance, epoxy resins, unsaturated polyester resins, phenol resins, polyvinyl chloride, polyethylene, polypropylene, polysulfone, polycarbonate, etc. can be used.

本発明の中空柱状構造体の少なくとも一部には軸方向に
連続した切目を設けてあることが必要であり、この切れ
目部は中空柱状体内部に設けるフロートとフェンスとの
締結部の上下移動路となる。
It is necessary that at least a part of the hollow columnar structure of the present invention is provided with a continuous cut in the axial direction, and this cut portion is a vertical movement path for the fastening portion between the float and the fence provided inside the hollow columnar structure. becomes.

この切目は巾10〜200mm程度であることが好しい
。さらにこの該構造体にフェンスの引張張力による破壊
を防止するために要所要所に補強板を取りつけることは
有効な手段である。
The width of this cut is preferably about 10 to 200 mm. Furthermore, it is an effective means to attach reinforcing plates to the structure at key points in order to prevent damage caused by the tensile force of the fence.

以下本発明の中空柱状構造体を図面に基づき説明する。The hollow columnar structure of the present invention will be explained below based on the drawings.

図1,及び図2は本発明の中空柱状構造部を岸壁に取付
けた平面図で(1)は岸壁を(2)は中空柱状構造体を
示し、このものはボルトナットで岸壁に取付けられてい
る。(3)は比重を調節したフロートであり、水位の上
下変動により該フロートも中空柱状体内を上下するよう
になっており、フロート先端部(5)はフェンス締結部
であり、(4)はフェンスを示したものである。図3に
本発明の中空柱状構造体の断面図を示した。同図中(6
)は中空柱状構造体の外表面層を、(8)はその内面層
を示し、(6)で示した内層はエポキシ樹脂を含浸した
0.5mm厚の芳香族ポリアミド複合材で構成されてお
り、(8)で示した外層は0.7mm厚のエポキシ樹脂
含浸炭素繊維複合材にて作られ、サンドイッチ部となる
中間層は10mm厚のエポキシ樹脂含浸、E−ガラス複
合材にて作られている。
Figures 1 and 2 are plan views of the hollow columnar structure of the present invention attached to a quay, where (1) shows the quay and (2) the hollow columnar structure, which is attached to the quay with bolts and nuts. There is. (3) is a float whose specific gravity is adjusted, and as the water level fluctuates up and down, the float moves up and down inside the hollow columnar body.The tip of the float (5) is a fence fastening part, and (4) is a fence fastening part. This is what is shown. FIG. 3 shows a cross-sectional view of the hollow columnar structure of the present invention. In the same figure (6
) indicates the outer surface layer of the hollow columnar structure, (8) indicates its inner layer, and the inner layer indicated by (6) is composed of a 0.5 mm thick aromatic polyamide composite material impregnated with epoxy resin. The outer layer shown in (8) is made of a 0.7 mm thick epoxy resin-impregnated carbon fiber composite material, and the middle layer serving as the sandwich part is made of a 10 mm thick epoxy resin-impregnated E-glass composite material. There is.

本発明の中空柱状体はその重さが鋼製のものに比べ大巾
に低減されているため、その運搬、設置が容易であり、
工事時の災害発生も大巾に軽減された。
Since the weight of the hollow columnar body of the present invention is significantly reduced compared to that of steel, it is easy to transport and install.
The occurrence of accidents during construction has also been greatly reduced.

本発明の支柱は耐水性が良好であり、耐腐蝕性も良好で
あり、フロートの上下移動性は極めて良好に保たれてお
り、フェンスの引張り力が加わった場合における耐破壊
性も良好であった。
The pole of the present invention has good water resistance, good corrosion resistance, maintains extremely good vertical movement of the float, and has good fracture resistance when tensile force of the fence is applied. Ta.

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

図1及び図2は本発明の支柱を岸壁に取付けた状態を示
す平面図であり、図3は本発明の支柱の断面図である。 特許出願人 三菱レイヨン株式会社 代理人 弁理士 田村武敏
FIGS. 1 and 2 are plan views showing the strut of the present invention attached to a quay, and FIG. 3 is a sectional view of the strut of the present invention. Patent applicant Mitsubishi Rayon Co., Ltd. Representative Patent attorney Taketoshi Tamura

Claims (1)

【特許請求の範囲】[Claims] 補強用繊維とマトリックス樹脂との複合材料からなる中
空柱状構造体であって、当該中空柱状構造体の中空部内
表面、及び/又は、外表面の少なくとも一部を、引張弾
性率が8,000Kg/mm2以上の補強用繊維を用い
た複合材にて形成すると共に、該中空柱状構造体の肉厚
部中間層を、引張り弾性率が500Kg/mm2以上の
補強用繊維を用いた複合材にて形成し、かつ中空柱状体
の少なくとも1箇所に軸方向に連続した切目部を設けた
ものとすることを特徴とする水中設定用支柱。
A hollow columnar structure made of a composite material of reinforcing fibers and a matrix resin, wherein at least a part of the inner surface of the hollow part and/or the outer surface of the hollow columnar structure has a tensile modulus of 8,000 kg/ Formed from a composite material using reinforcing fibers with a tensile modulus of 500 Kg/mm2 or more, and the intermediate layer of the thick part of the hollow columnar structure made of a composite material using reinforcing fibers with a tensile modulus of 500 Kg/mm2 or more. What is claimed is: 1. A support for underwater setting, characterized in that the hollow columnar body is provided with a continuous cut portion in the axial direction at at least one location.
JP57176243A 1982-10-08 1982-10-08 Underwater setting pillar Pending JPS5966825A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57176243A JPS5966825A (en) 1982-10-08 1982-10-08 Underwater setting pillar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57176243A JPS5966825A (en) 1982-10-08 1982-10-08 Underwater setting pillar

Publications (1)

Publication Number Publication Date
JPS5966825A true JPS5966825A (en) 1984-04-16

Family

ID=16010142

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57176243A Pending JPS5966825A (en) 1982-10-08 1982-10-08 Underwater setting pillar

Country Status (1)

Country Link
JP (1) JPS5966825A (en)

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