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JP6901767B2 - Strut structure - Google Patents
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JP6901767B2 - Strut structure - Google Patents

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JP6901767B2
JP6901767B2 JP2017171515A JP2017171515A JP6901767B2 JP 6901767 B2 JP6901767 B2 JP 6901767B2 JP 2017171515 A JP2017171515 A JP 2017171515A JP 2017171515 A JP2017171515 A JP 2017171515A JP 6901767 B2 JP6901767 B2 JP 6901767B2
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reinforcing member
strut
support column
portions
strut structure
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JP2019041730A (en
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寛之 木下
寛之 木下
謙一郎 原
謙一郎 原
英臣 南谷
英臣 南谷
信幸 平野
信幸 平野
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キョーセー株式会社
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Description

本発明は、支柱構造体に関し、詳しくは、潮の干満を利用した固定式海苔養殖に用いられる養殖網などを係留するための支柱として有利に実施することができる支柱構造体に関する。 The present invention relates to a strut structure, and more particularly to a strut structure that can be advantageously implemented as a strut for mooring aquaculture nets or the like used for fixed seaweed cultivation utilizing the ebb and flow of the tide.

従来から、海苔の養殖には、養殖網が常に海面に浮かんでいる浮遊式と、潮の干満を利用し、養殖網が干潮時に海面の上方にあり、潮が満ちるにつれて海面下に埋没するように養殖網が設置される固定式とがあり、養殖網を固定する支柱には、竹が使用されている。 Traditionally, seaweed cultivation uses the floating type in which the aquaculture net is always floating on the sea surface and the ebb and flow of the tide, so that the aquaculture net is above the sea surface at low tide and is buried below the sea surface as the tide fills. There is a fixed type in which aquaculture nets are installed, and bamboo is used for the columns that fix the aquaculture nets.

竹は安価で容易に調達することが可能ではあるが、耐用年数が2〜3年と短く、節抜きなどの準備も必要なことから作業効率が悪く、近年はポリ塩化ビニル(Poly Vinyl Chloride;略称PVC)または繊維強化プラスチック(Fiber Reinforced Plastic;略称FRP)などの樹脂製のパイプが使用されている。 Bamboo is cheap and can be easily procured, but its useful life is as short as 2 to 3 years, and work efficiency is poor due to the need for preparations such as knotting. In recent years, Poly Vinyl Chloride; Resin pipes such as Fiber Reinforced Plastic (abbreviated as PVC) or Fiber Reinforced Plastic (abbreviated as FRP) are used.

養殖網の設置は、毎年9月から始まり、翌年の4月には支柱を含め、全て撤去される。このような支柱の設置および撤去は人力で行われており、海苔養殖事業者は2000〜3000本の支柱の設置・撤去を行わなければならず、その作業は、多大な労力を要する。 The installation of aquaculture nets begins in September every year, and in April of the following year, all of them, including the pillars, will be removed. The installation and removal of such columns are performed manually, and the seaweed farmer must install and remove 2000 to 3000 columns, and the work requires a great deal of labor.

近時、多用されているPVCおよびFRP製のパイプは、竹の代用品として開発された経緯があり、竹の強度と形状とを踏襲した形態であるために、外径はφ60mm、重量は約1.2kg/mと重く、耐久性は数倍に伸びたが、設置・撤去作業に重労働を要する点は、全く改善されていない。 PVC and FRP pipes, which are widely used these days, have a history of being developed as a substitute for bamboo, and because they follow the strength and shape of bamboo, they have an outer diameter of φ60 mm and a weight of about. It is heavy at 1.2 kg / m and its durability has increased several times, but the point that heavy labor is required for installation and removal work has not been improved at all.

また、外径がφ60mmのパイプであるため、内部が空洞となっており、海中に設置した場合、浮力によって、設置した支柱が抜ける場合があり、その対策として、設置する際に海底の泥や海水がパイプ内部に入る構造になっている。そのため、パイプの重量はさらに重くなり、設置・撤去作業に多大な労力を要する要因となっている。 In addition, since the pipe has an outer diameter of φ60 mm, the inside is hollow, and if it is installed in the sea, the installed columns may come off due to buoyancy. The structure is such that seawater enters the inside of the pipe. Therefore, the weight of the pipe becomes heavier, which is a factor that requires a great deal of labor for installation / removal work.

このような問題を解決する従来技術は、たとえば特許文献1に記載されている。この従来技術では、1または複数の継合節体の両端部にプラスチック製の筒状体を継合させて継合筒状体を形成し、この継合筒状体内に継合節体によって区画された気密な空間部を設けて、海産類の養殖に用いられる、支柱構造体であるプラスチック筒状体が記載されている。 A conventional technique for solving such a problem is described in, for example, Patent Document 1. In this prior art, a plastic tubular body is spliced at both ends of one or a plurality of spliced joints to form a spliced tubular body, and the spliced tubular body is partitioned by the spliced knots. A plastic tubular body, which is a strut structure used for cultivating marine products, is described by providing an airtight space.

継合節体および筒状体は、発泡材を混合した成形樹脂材によって成形し、継合筒状体を軽量化し、継合筒状体の運搬、設置を容易化し、樹脂材に繊維材を混入して、継合節体および筒状体の強度の向上を図られている。 The spliced joint body and the tubular body are molded with a molded resin material mixed with a foam material to reduce the weight of the spliced tubular body, facilitate the transportation and installation of the spliced tubular body, and use a fiber material as the resin material. It is mixed to improve the strength of the spliced joint and the tubular body.

他の従来技術は、たとえば特許文献2に記載されている。この従来技術では、厚さが1.2mm程度の薄肉鋼管から成る芯材と、銅を含む金属材料から成り、芯材の内周面および外周面を被覆する被覆層と、芯材および被覆層によって構成される筒状体の一端に設けられるテーパ部とを備えた、支柱構造体である管状部材が記載されている。 Other prior art are described, for example, in Patent Document 2. In this conventional technique, a core material made of a thin-walled steel pipe having a thickness of about 1.2 mm, a coating layer made of a metal material containing copper and covering the inner peripheral surface and the outer peripheral surface of the core material, and a core material and a coating layer. Described is a tubular member that is a strut structure, provided with a tapered portion provided at one end of a tubular body composed of.

管状部材は、薄肉鋼管を芯材として用いることによって、支柱としての強度および撓みを確保し、芯材の内表面および外表面が銅を含む金属材料から成る被覆層によって、貝などの海中生物の付着を抑制している。 By using a thin-walled steel pipe as the core material, the tubular member secures strength and bending as a support, and the inner surface and outer surface of the core material are made of a metal material containing copper, and the coating layer is made of a metal material containing copper, so that marine organisms such as shellfish Adhesion is suppressed.

特開平10−178948号公報Japanese Unexamined Patent Publication No. 10-178948 特開2001−28958号公報Japanese Unexamined Patent Publication No. 2001-28958

上記特許文献1,2に記載される従来技術では、基本的に竹の代替品として支柱構造体が構成されているので、竹に比べて軽量化されているが、海苔養殖網を海上の養殖場所に設置するためには、2000〜3000本の支柱を作業船によって運搬し、人力で海底に突刺して立設し、海苔の取入れ時期には、全ての支柱を人力で撤去しなければならず、海苔養殖事業者にとって多大な労力を要する、という問題がある。 In the prior art described in Patent Documents 1 and 2, the support structure is basically configured as a substitute for bamboo, so that the weight is lighter than that of bamboo. In order to install it in the place, 2000 to 3000 stanchions must be transported by a work boat, pierced into the seabed manually and erected, and all stanchions must be manually removed at the time of taking in seaweed. However, there is a problem that a great deal of labor is required for the seaweed farmer.

このような問題は、上記の海苔養殖設備の支柱に限るものではなく、たとえば牡蠣、魚類などの海中生物の養殖網、土壌作物の防護ネット、遮光ネットなどの各種の網、紐、ロープなどを係留するための支柱においても同様に、人力による設置作業および撤去作業の労力を軽減することができる軽量な支柱構造体が望まれている。 Such problems are not limited to the pillars of the above-mentioned seaweed farming equipment, for example, aquaculture nets for marine organisms such as oysters and fish, protective nets for soil crops, various nets such as shading nets, strings, ropes, etc. Similarly, for mooring columns, a lightweight column structure capable of reducing the labor of manual installation work and removal work is desired.

本発明の目的は、人力による設置作業および撤去作業の労力を軽減することができる軽量な支柱構造体を提供することである。 An object of the present invention is to provide a lightweight strut structure capable of reducing the labor of manual installation work and removal work.

本発明は、合成樹脂から成る、長尺の円筒体状の支柱本体と、
金属から成り、中心軸線が前記支柱本体の中心軸線と同軸を成すように、前記支柱本体に挿入された補強部材と、を備え、
前記支柱本体は、
円筒体の一部を成す、周方向に互いに離間して設けられた複数の薄肉部と、
周方向に隣接する2つの薄肉部の間に設けられ、前記2つの薄肉部よりも内方に突出した厚肉部であって、内周部に凹状の受面が形成された複数の厚肉部とを有し、
前記補強部材は、
円筒体状の基部と、
前記基部から前記複数の厚肉部の各受面に放射状に延び、先端部が各受面に接触する複数の突条部とを有することを特徴とする支柱構造体である。
The present invention includes a long cylindrical support body made of synthetic resin and
It is made of metal and includes a reinforcing member inserted into the strut body so that the central axis is coaxial with the center axis of the strut body.
The support body is
A plurality of thin-walled portions that form a part of a cylindrical body and are provided apart from each other in the circumferential direction.
A plurality of thick-walled portions provided between two thin-walled portions adjacent to each other in the circumferential direction and protruding inward from the two thin-walled portions, and having a concave receiving surface formed on the inner peripheral portion. Has a part
The reinforcing member is
Cylindrical base and
The strut structure is characterized in that it extends radially from the base portion to each receiving surface of the plurality of thick-walled portions, and the tip portion has a plurality of ridge portions that come into contact with each receiving surface.

また本発明は、前記複数の厚肉部の外周部には、平面状の外表面が形成されていることを特徴とする。 Further, the present invention is characterized in that a flat outer surface is formed on the outer peripheral portion of the plurality of thick portions.

また本発明は、前記補強部材は、該補強部材の中心軸線から放射状に延び、前記基部の内周面に連なる補剛部を有することを特徴とする。 Further, the present invention is characterized in that the reinforcing member has a stiffening portion that extends radially from the central axis of the reinforcing member and is connected to the inner peripheral surface of the base portion.

本発明によれば、長尺の筒状体から成る合成樹脂製の支柱本体に、金属製の補強部材が同軸に挿入され、支柱本体の厚肉部に形成された受面に補強部材の突条部の接触面が接触するので、支柱本体に補強部材を挿入するときに、補強部材が支柱本体から受ける摩擦抵抗力を低減して、容易に補強部材を支柱本体に挿入することができ、支柱構造体の製造を容易化することができ、また、補強部材が支柱本体内の円周方向への回転することを防ぐことができる。さらに、支柱本体に補強部材が挿入された状態では、支柱本体の受面に補強部材の接触面が接触しているので、支柱本体と補強部材との間に空隙を形成することができ、これによって支柱構造体に適度の曲げ剛性が得られ、小径かつ軽量でありながら竹のような曲げ剛性を有する耐久性の高い支柱構造体を実現することができる。これによって、支柱構造体の設置現場への人力による設置作業および設置現場での支柱構造体の撤去作業による労力を格段に軽減することができる。 According to the present invention, a metal reinforcing member is coaxially inserted into a support body made of synthetic resin made of a long tubular body, and the reinforcing member protrudes from a receiving surface formed in a thick portion of the support body. Since the contact surfaces of the strips come into contact with each other, when the reinforcing member is inserted into the strut body, the frictional resistance force that the reinforcing member receives from the strut body can be reduced, and the reinforcing member can be easily inserted into the strut body. The production of the strut structure can be facilitated, and the reinforcing member can be prevented from rotating in the circumferential direction in the strut body. Further, when the reinforcing member is inserted into the column body, the contact surface of the reinforcing member is in contact with the receiving surface of the column body, so that a gap can be formed between the column body and the reinforcing member. As a result, an appropriate bending rigidity can be obtained for the strut structure, and it is possible to realize a highly durable strut structure having a bending rigidity like bamboo while having a small diameter and light weight. As a result, it is possible to significantly reduce the labor required for the manual installation work of the support column structure at the installation site and the removal work of the support column structure at the installation site.

また本発明によれば、支柱本体の厚肉部には平面を成す外表面が形成されるので、支柱構造体を運搬時および保管時などに予め定める載置面に載置したとき、載置面の傾きによって支柱構造体が転がって不用意に移動してしまうことが抑制され、使用上の利便性を向上することができる。 Further, according to the present invention, since a flat outer surface is formed on the thick portion of the support column body, the support column structure is placed on a predetermined mounting surface during transportation and storage. It is possible to prevent the support column structure from rolling and inadvertently moving due to the inclination of the surface, and it is possible to improve the convenience of use.

また本発明によれば、補強部材は基部における複数の突条部が設けられた位置から半径方向内方に連なって、第2軸線に関して軸対称な補剛部を有するので、小径でありながら高い曲げ剛性を有する支柱構造体が得られ、大きな外力が支柱構造体に作用しても、支柱構造体の曲がり、反り、折損などの損傷を防止することができる。 Further, according to the present invention, the reinforcing member is connected inward in the radial direction from the position where the plurality of ridges are provided at the base portion, and has a rigid portion that is axisymmetric with respect to the second axis, so that the reinforcing member has a small diameter but is high. A strut structure having flexural rigidity can be obtained, and even if a large external force acts on the strut structure, damage such as bending, warping, and breakage of the strut structure can be prevented.

本発明の一実施形態の支柱構造体1を示す軸直角断面図であり、図2の切断面線I−Iから見た断面を示す。It is a cross-sectional view perpendicular to the axis which shows the support column structure 1 of one Embodiment of this invention, and shows the cross section seen from the cut plane line I-I of FIG. 支柱構造体1によって海苔養殖網2が係留される海苔養殖設備3を簡素化して示す断面図である。It is sectional drawing which simplifies and shows the seaweed culture equipment 3 in which the seaweed culture net 2 is moored by the support column structure 1. 支柱本体4を示す軸直角断面図である。It is an axis right-angled cross-sectional view which shows the support column main body 4. 補強部材5を示す軸直角断面図である。It is a cross-sectional view at right angle to the axis which shows the reinforcing member 5. 本発明の他の実施形態の支柱構造体1aを示す軸直角断面図である。It is a cross-sectional view perpendicular to the axis which shows the support column structure 1a of another embodiment of this invention.

図1は本発明の一実施形態の支柱構造体1を示す軸直角断面図であり、図2の切断面線I−Iから見た断面を示す。図2は支柱構造体1によって海苔養殖網2が係留される海苔養殖設備3を簡素化して示す断面図である。本実施形態の支柱構造体1は、合成樹脂から成り、第1軸線L1を中心軸線とする長尺の筒状体から成る支柱本体4と、金属から成り、第2軸線L2を中心軸線とし、第2軸線L2が第1軸線L1と同軸を成すように支柱本体4に挿入された補強部材5とを備える。 FIG. 1 is an axially perpendicular cross-sectional view showing a support column structure 1 according to an embodiment of the present invention, and shows a cross section seen from the cut plane line I-I of FIG. FIG. 2 is a cross-sectional view showing a simplified seaweed cultivation facility 3 in which the seaweed cultivation net 2 is moored by the support column structure 1. The strut structure 1 of the present embodiment is composed of a strut body 4 made of a synthetic resin and a long tubular body having the first axis L1 as the central axis, and metal, and the second axis L2 is the central axis. A reinforcing member 5 inserted into the support column body 4 so that the second axis L2 is coaxial with the first axis L1 is provided.

支柱構造体1は、一直線に延びる棒状部を構成し、この棒状部の長手方向一端部に同軸に円錐体部6が固定され、全体として海苔養殖網2を係留するための支柱として用いられる。支柱本体を構成する合成樹脂は、たとえばポリ塩化ビニル(Poly Vinyl Chloride;略称PVC)を用いることができるが、他の実施形態では、繊維強化プラスチック(Fiber Reinforced Plastic;略称FRP)が用いられてもよい。ポリ塩化ビニルとしては、リケンテクノス株式会社製、製品名「RIKEN COMPOUND」を用いることができる。 The strut structure 1 constitutes a rod-shaped portion extending in a straight line, and the conical portion 6 is coaxially fixed to one end of the rod-shaped portion in the longitudinal direction, and is used as a strut for mooring the seaweed culture net 2 as a whole. As the synthetic resin constituting the support column body, for example, polyvinyl chloride (abbreviated as PVC) can be used, but in other embodiments, fiber reinforced plastic (abbreviated as FRP) may be used. Good. As the polyvinyl chloride, a product name "RIKEN COMPOUND" manufactured by RIKEN TECHNOS CORPORATION can be used.

上記の円錐体部6が設けられた支柱構造体1は、作業船に搭載して養殖場に運搬され、人力によって海底20に1本ずつ差込まれ、海苔養殖網2が紐またはロープなどの索条によって係留される。干潮時においては、海面21が低下するため、各支柱構造体1はその上端部から2〜3m下方までの部分が海面21から突出し、海苔養殖網2は海面21から上方で露出した状態となる。潮が満ちるにつれて海面21は上昇し、海苔養殖網2は海面21下に浸漬し、各支柱構造体1はその上端部だけが海面21から突出し、各支柱構造体1のほぼ全体および海苔養殖網2は海中に埋没している。 The strut structure 1 provided with the conical portion 6 is mounted on a work boat and transported to a farm, and is manually inserted into the seabed 20 one by one, and the seaweed farming net 2 is made of a string or rope. Moored by rope. At low tide, the sea level 21 is lowered, so that the portion of each strut structure 1 from the upper end to 2 to 3 m below the sea level protrudes from the sea level 21, and the seaweed culture net 2 is exposed above the sea level 21. .. As the tide rises, the sea level 21 rises, the seaweed culture net 2 is immersed under the sea surface 21, and only the upper end of each support column structure 1 protrudes from the sea surface 21, and almost the entire support column structure 1 and the seaweed culture net are formed. 2 is buried in the sea.

支柱構造体1は、支柱本体4がポリ塩化ビニルから成る場合、たとえば押出成形によって連続的に成形される長尺の成形材を、所要の長さ、たとえば2.0m、2.5m、3.0m、3.5m、4.0mのいずれかの定尺長さに切断して短尺材を製造し、複数本の短尺材を連結して、必要とされる長さの支柱を構成するようにしてもよい。また、支柱本体4が繊維強化プラスチックから成る場合、引抜成形法などによって、必要とされる長さの支柱を構成するようにしてもよい。強化繊維としては、ガラス繊維、アラミド繊維、炭素繊維などが挙げられる。また、マトリックス樹脂としては、エポキシ樹脂、不飽和ポリエステル樹脂、フェノール樹脂、ポリウレタン樹脂、ポリイミド樹脂などの熱硬化性樹脂、あるいはポリアミド樹脂、ポリカーボネート樹脂、ポリエチレン樹脂などの熱可塑性樹脂が挙げられる。 In the support column structure 1, when the support column body 4 is made of polyvinyl chloride, for example, a long molding material that is continuously formed by extrusion molding is provided with a required length, for example, 2.0 m, 2.5 m, 3. A short material is manufactured by cutting it to a standard length of 0 m, 3.5 m, or 4.0 m, and a plurality of short materials are connected to form a column having a required length. You may. Further, when the support column main body 4 is made of fiber reinforced plastic, a support column having a required length may be formed by a pultrusion molding method or the like. Examples of the reinforcing fiber include glass fiber, aramid fiber, and carbon fiber. Examples of the matrix resin include thermosetting resins such as epoxy resin, unsaturated polyester resin, phenol resin, polyurethane resin and polyimide resin, and thermoplastic resins such as polyamide resin, polycarbonate resin and polyethylene resin.

海苔養殖設備3には、海苔養殖事業者が作業船によって2000〜3000本の支柱を海苔養殖場に運搬するに際して、支柱構造体1の外径D1が29mmであり、前記従来技術の支柱の外径の約半分になるので、重量が格段に軽減され、積載時の占有体積も減少する。これによって、作業船への搭載本数を増大することができるので、作業船による支柱構造体1の運搬回数を従来の約1/2以下に低減することができ、取扱い性、運搬性を向上することができる。 In the seaweed farming facility 3, when a seaweed farmer transports 2000 to 3000 columns to a seaweed farm by a work boat, the outer diameter D1 of the column structure 1 is 29 mm, and the outside of the columns of the prior art. Since it is about half the diameter, the weight is significantly reduced and the occupied volume during loading is also reduced. As a result, the number of mounts on the work vessel can be increased, so that the number of times the support column structure 1 is transported by the work vessel can be reduced to about 1/2 or less of the conventional one, and the handleability and transportability are improved. be able to.

図3は支柱本体4を示す軸直角断面図である。支柱本体4は、円筒体の一部を成す複数(本実施形態では4)の薄肉部7a,7b,7c,7dと、複数の薄肉部7a〜7dの間に配設され、複数の薄肉部7a〜7dの各内面8a,8b,8c,8dを含む仮想円筒面9よりも半径方向内方に突出した複数(本実施形態では4)の厚肉部10a,10b,10c,10dとを有する。複数の厚肉部10a〜10dの内周部には、第1軸線L1に垂直な仮想一平面上で半径方向内方に臨んで凹状に湾曲し、第1軸線L1と平行に延びる受面11a,11b,11c,11dがそれぞれ形成される。 FIG. 3 is an axially perpendicular cross-sectional view showing the support column main body 4. The support column main body 4 is arranged between a plurality of thin-walled portions 7a, 7b, 7c, 7d forming a part of a cylindrical body (4 in the present embodiment) and a plurality of thin-walled portions 7a to 7d, and the plurality of thin-walled portions 7a to 7d. It has a plurality of thick portions 10a, 10b, 10c, 10d (4 in this embodiment) protruding inward in the radial direction from the virtual cylindrical surface 9 including the inner surfaces 8a, 8b, 8c, 8d of 7a to 7d. .. The inner peripheral portions of the plurality of thick portions 10a to 10d are curved in a concave shape facing inward in the radial direction on a virtual plane perpendicular to the first axis L1 and extend parallel to the first axis L1. , 11b, 11c, 11d, respectively.

複数の厚肉部10a〜10dは、第2軸線L2から各厚肉部10a〜10dの周方向中央部を通る半径線に垂直な平面を成す外表面15a,15b,15c,15dを有する。 The plurality of thick portions 10a to 10d have outer surfaces 15a, 15b, 15c, and 15d forming a plane perpendicular to the radial line passing from the second axis L2 to the central portion in the circumferential direction of each thick portion 10a to 10d.

支柱本体4の主な寸法を一例として述べると、厚肉部10a〜10dの外径D1は、D1=29mm、薄肉部7a〜7dの外径D2は、D2=30mm、薄肉部7a〜7dの内径D3は、D3=26mm、一直径線上で対向する2つの受面11a,11c(または11b,11d)間の最も離間した位置における内径D4は、D4=25mm、各受面11a〜11dの曲率半径R1は、R1=2.5mmである。 Taking the main dimensions of the support column body 4 as an example, the outer diameter D1 of the thick portion 10a to 10d is D1 = 29 mm, the outer diameter D2 of the thin portion 7a to 7d is D2 = 30 mm, and the outer diameter D2 of the thin portion 7a to 7d. The inner diameter D3 is D3 = 26 mm, the inner diameter D4 at the most distant position between the two receiving surfaces 11a, 11c (or 11b, 11d) facing each other on one diameter line is D4 = 25 mm, and the curvatures of the respective receiving surfaces 11a to 11d. The radius R1 is R1 = 2.5 mm.

図4は補強部材5を示す軸直角断面図である。補強部材5は、円筒体状の基部12と、基部12から各厚肉部10a〜10dの受面11a〜11dに向かって延びる複数の突条部13a,13b,13c,13dとを有する。複数の突条部13a〜13dの先端部には、第2軸線L2に垂直な仮想一平面上で半径方向外方に凸に湾曲した、第2軸線L2と平行に延び、複数の厚肉部10a〜10dの受面11a〜11dに接触する複数の接触面14a,14b,14c,14dがそれぞれ形成される。 FIG. 4 is a cross-sectional view taken along the axis showing the reinforcing member 5. The reinforcing member 5 has a cylindrical base portion 12 and a plurality of ridge portions 13a, 13b, 13c, 13d extending from the base portion 12 toward the receiving surfaces 11a to 11d of the thick portions 10a to 10d. At the tips of the plurality of ridges 13a to 13d, a plurality of thick portions extending in parallel with the second axis L2, which are curved outward in the radial direction on a virtual plane perpendicular to the second axis L2. A plurality of contact surfaces 14a, 14b, 14c, 14d that come into contact with the receiving surfaces 11a to 11d of the 10a to 10d are formed, respectively.

補強部材5は、基部12の複数の突条部13a〜13dが設けられた位置から半径方向内方に連なる、第2軸線L2に関して軸対称な補剛部16a,16b,16c,16dを有する。 The reinforcing member 5 has stiffening portions 16a, 16b, 16c, 16d that are axially symmetric with respect to the second axis L2, which are connected inward in the radial direction from the positions where the plurality of ridge portions 13a to 13d of the base portion 12 are provided.

補強部材5の主な寸法を一例として述べると、基部12の外径D5は、D5=17.8mm、基部12の内径D6は、D6=15.0mm、各接触面14a,14b,14c,14dの曲率半径R2は、R1=2.5mmであり、各受面11a〜11dの曲率半径R1と同一(R1=R2)とされる。 Taking the main dimensions of the reinforcing member 5 as an example, the outer diameter D5 of the base 12 is D5 = 17.8 mm, the inner diameter D6 of the base 12 is D6 = 15.0 mm, and the contact surfaces 14a, 14b, 14c, 14d. The radius of curvature R2 of is R1 = 2.5 mm, and is the same as the radius of curvature R1 of each receiving surface 11a to 11d (R1 = R2).

以上の構成によれば、長尺の筒状体から成る合成樹脂製の支柱本体4に、金属製の補強部材5が同軸に挿入され、支柱本体4の厚肉部10a〜10dに形成された各受面11a〜11dに補強部材5の突条部13a〜13dの接触面14a〜14dがそれぞれ接触するので、支柱本体4に補強部材5を挿入するときに、補強部材5が支柱本体4から受ける摩擦抵抗力を低減して、容易に補強部材5を支柱本体4に挿入することができ、支柱構造体1の製造を容易化することができるとともに、補強部材5が支柱本体4内で軸線L1,L2まわりに回転すること、すなわち周方向に回転することを防ぐことができる。 According to the above configuration, the metal reinforcing member 5 is coaxially inserted into the support body 4 made of synthetic resin made of a long tubular body, and formed in the thick portions 10a to 10d of the support body 4. Since the contact surfaces 14a to 14d of the ridges 13a to 13d of the reinforcing member 5 come into contact with each of the receiving surfaces 11a to 11d, when the reinforcing member 5 is inserted into the support column body 4, the reinforcing member 5 comes from the support column body 4. The frictional resistance force received can be reduced, and the reinforcing member 5 can be easily inserted into the support column body 4, the production of the support column structure 1 can be facilitated, and the reinforcing member 5 has an axis in the support column body 4. It is possible to prevent the rotation around L1 and L2, that is, the rotation in the circumferential direction.

また、支柱本体4に補強部材5が挿入された状態では、支柱本体4の各受面11a〜11dに補強部材5の接触面14a〜14dが接触しているので、支柱本体4と補強部材5との間に空隙17a,17b,17c,17dを形成することができる。これによって支柱構造体1に適度の曲げ剛性が得られ、小径かつ軽量でありながら竹のような曲げ剛性を有する耐久性の高い支柱構造体1を実現することができる。これによって、支柱構造体1の設置現場での人力による設置作業および設置現場での支柱構造体1の撤去作業による労力を格段に軽減することができる。 Further, in the state where the reinforcing member 5 is inserted into the column body 4, the contact surfaces 14a to 14d of the reinforcing member 5 are in contact with the receiving surfaces 11a to 11d of the column body 4, so that the column body 4 and the reinforcing member 5 are in contact with each other. Voids 17a, 17b, 17c, 17d can be formed between the two. As a result, an appropriate bending rigidity can be obtained for the support column structure 1, and it is possible to realize a highly durable support column structure 1 having a bending rigidity like bamboo while having a small diameter and light weight. As a result, it is possible to significantly reduce the labor required for the manual installation work of the support column structure 1 at the installation site and the removal work of the support column structure 1 at the installation site.

また、支柱本体4の厚肉部10a〜10dには、平面を成す外表面15a〜15dが形成されるので、支柱構造体1を運搬時および保管時などに予め定める載置面に載置したとき、載置面の傾きによって支柱構造体1が転がって不用意に移動してしまうことが抑制され、使用上の利便性を向上することができる。 Further, since the outer surfaces 15a to 15d forming a flat surface are formed on the thick portions 10a to 10d of the support column main body 4, the support column structure 1 is placed on a predetermined mounting surface during transportation and storage. At this time, it is possible to prevent the support column structure 1 from rolling and inadvertently moving due to the inclination of the mounting surface, and it is possible to improve the convenience of use.

また、補強部材5は、基部の複数の突条部13a〜13dが設けられた位置から半径方向内方に連なって、第2軸線L2に関して軸対称な補剛部16a〜16dを有するので、小径でありながら高い曲げ剛性を有する支柱構造体1が得られ、大きな負荷が支柱構造体1に作用しても、支柱構造体の曲がり、反り、折損などの損傷を防止することができる。 Further, the reinforcing member 5 has a rigid portion 16a to 16d that is axially symmetric with respect to the second axis L2 and is connected inward in the radial direction from the position where the plurality of ridge portions 13a to 13d of the base portion are provided, so that the reinforcing member 5 has a small diameter. However, a strut structure 1 having high bending rigidity can be obtained, and even if a large load acts on the strut structure 1, damage such as bending, warping, and breakage of the strut structure can be prevented.

補強部材5は、基部12内に複数の補剛部16a〜16dが設けられるので、基部12内の空間は、各補剛部16a〜16dによって複数(本実施形態では4)の空隙18a,18b,18c,18dに区画され、これらの空隙18a〜18dは、補強部材5の長手方向、すなわち第2軸線L2方向の両端部を、蓋体、樹脂などの充填材で閉塞することによって、密閉空間とすることができる。このように各空隙18a〜18dを密閉空間とすることによって、水中において浮力を得ることができる。また支柱構造体1を支柱として図2に示されるように海底20に突き刺しても、各空隙18a〜18d内に海底の土砂、異物などが入らず、海藻、フジツボなどの貝類などが付着せず、容易に支柱構造体1を抜取って撤去することができる。 Since the reinforcing member 5 is provided with a plurality of stiffening portions 16a to 16d in the base portion 12, the spaces in the base portion 12 are provided by the stiffening portions 16a to 16d in a plurality of voids 18a and 18b (4 in the present embodiment). , 18c, 18d, and these voids 18a to 18d are sealed spaces by closing both ends of the reinforcing member 5 in the longitudinal direction, that is, in the second axis L2 direction with a filler such as a lid or resin. Can be. By making each of the voids 18a to 18d a closed space in this way, buoyancy can be obtained in water. Further, even if the support structure 1 is used as a support and pierced into the seabed 20 as shown in FIG. 2, no earth and sand, foreign matter, etc. on the seabed enter into each of the voids 18a to 18d, and seaweed, barnacles, and other shellfish do not adhere. , The strut structure 1 can be easily removed and removed.

図5は本発明の他の実施形態の支柱構造体1aを示す軸直角断面図である。なお、本実施形態の支柱構造体1aは、前述の実施形態の支柱構造体1に類似し、対応する部分には同一の参照符を付す。本実施形態の支柱構造体1aは、第1軸線L1に関して周方向に120°の角度間隔をあけて3つの厚肉部10a,10b,10cを有する支柱本体4と、第2軸線L2に関して周方向に120°の角度間隔をあけて3つの突条部13a,13b,13cを有する補強部材5とを備える。 FIG. 5 is an axially perpendicular cross-sectional view showing a support column structure 1a according to another embodiment of the present invention. The strut structure 1a of the present embodiment is similar to the strut structure 1 of the above-described embodiment, and the same reference numerals are given to the corresponding portions. The strut structure 1a of the present embodiment has a strut body 4 having three thick portions 10a, 10b, 10c at an angular interval of 120 ° in the circumferential direction with respect to the first axis L1, and a strut body 4 with respect to the second axis L2 in the circumferential direction. A reinforcing member 5 having three protrusions 13a, 13b, and 13c at an angle interval of 120 ° is provided.

各厚肉部10a〜10cの内周部には、前述と同様な受面11a,11b,11cが形成される。また各突条部13a〜13cには、前述と同様な接触面14a,14b,14cが形成され、基部12には、前述と同様な補剛部16a,16b,16cが形成される。これらの厚肉部10a〜10c、突条部13a〜13cおよび補剛部16a〜16cは、第2軸線L2に関して3方向に放射状に延びる半径線上に軸対称に設けられる。 Receiving surfaces 11a, 11b, 11c similar to those described above are formed on the inner peripheral portions of the thick portions 10a to 10c. Further, the contact surfaces 14a, 14b, 14c similar to those described above are formed on the ridge portions 13a to 13c, and the stiffening portions 16a, 16b, 16c similar to those described above are formed on the base portion 12. These thick portions 10a to 10c, the ridge portions 13a to 13c, and the stiffening portions 16a to 16c are provided axially symmetrically on a radial line extending radially in three directions with respect to the second axis L2.

このような支柱構造体1aは、補強部材5の3つの突条部13a〜13cの接触面14a〜14cが支柱本体4の3つの厚肉部10a〜10cの受面11a〜11cに接触する構成であるので、前述の実施形態に比べて、支柱本体4と補強部材5との接触箇所数が少なくなり、支柱本体4に補強部材5を挿入する際の摩擦による挿入抵抗力を少なくすることができ、補強部材5の支柱本体4への押込み力を小さくすることができる。換言すれば、補強部材5の支柱本体4への押込み可能な距離を大きくし、長手の支柱構造体1aを製作することが可能となる。 Such a strut structure 1a has a configuration in which the contact surfaces 14a to 14c of the three ridge portions 13a to 13c of the reinforcing member 5 come into contact with the receiving surfaces 11a to 11c of the three thick portions 10a to 10c of the strut body 4. Therefore, the number of contact points between the support column body 4 and the reinforcing member 5 is reduced as compared with the above-described embodiment, and the insertion resistance force due to friction when the reinforcing member 5 is inserted into the support column body 4 can be reduced. It is possible to reduce the pushing force of the reinforcing member 5 into the support column main body 4. In other words, it is possible to increase the pushable distance of the reinforcing member 5 into the support column body 4 and to manufacture the long column structure 1a.

前述の従来技術では、支柱構造体の外径がφ60mmであったが、これをφ30mmとすることで、人力による設置・撤去を行う際に、支柱構造体を確実に把持して人力を支柱構造体へ無駄なく伝達することができる。また外径を上記のように50%(=φ30mm/φ60mm)にすることによって、作業船に積み込む際にも、必要な占有スペースを約1/4とすることができ、作業船を何度も往復する必要がなくなり、1日の作業時間を大幅に短縮することができる。 In the above-mentioned conventional technique, the outer diameter of the strut structure is φ60 mm, but by setting this to φ30 mm, the strut structure is securely gripped and the strut structure is subjected to human power when installing / removing by human power. It can be transmitted to the body without waste. In addition, by setting the outer diameter to 50% (= φ30 mm / φ60 mm) as described above, the required occupied space can be reduced to about 1/4 even when loading on a work boat, and the work boat can be used many times. There is no need to go back and forth, and the working time per day can be greatly reduced.

さらに、支柱構造体の設置作業は、満ち潮時に合わせて、100〜150本/日の作業が必要であり、作業船には外径がφ60mmの支柱構造体であれば30〜50本程度しか搭載できないために、作業船で2〜3回以上、往復する必要があり、この積み込み時間は海苔養殖場が沖にある場合は、大きな作業ロスとなる。しかも作業時間は満ち潮時に制限されており、支柱構造体の積み込み回数が1回で済めば、効率的な作業が可能となる。本発明はこのような作業効率の改善を可能とする。 Furthermore, the installation work of the strut structure requires 100 to 150 pieces / day according to the high tide, and the work boat is equipped with only about 30 to 50 pieces if the strut structure has an outer diameter of φ60 mm. Because it cannot be done, it is necessary to make a round trip on a work boat two or three times or more, and this loading time causes a large work loss when the seaweed farm is offshore. Moreover, the working time is limited at high tide, and if the number of times the support column structure is loaded is only one, efficient work becomes possible. The present invention makes it possible to improve such work efficiency.

前述の従来技術の支柱構造体の重量は、約1.2kg/mであり、1本あたり約8kg〜約12kgであるが、本発明によれば、約700g/mであり、従来技術の支柱構造体の60%以下の重量とすることができる。さらに、本発明は、合成樹脂製の支柱本体4に金属製の補強部材5を挿入して一体化した構成であるので、比重を約1.1として、海中で支柱構造体が浮力によって浮き上がってしまうという不具合の発生を、確実に回避することができる。これによって、支柱構造体の密閉構造を実現することが可能となり、支柱構造体の内部への泥や海水の侵入を防ぐことができる。 The weight of the above-mentioned prior art strut structure is about 1.2 kg / m, and each strut is about 8 kg to about 12 kg, but according to the present invention, it is about 700 g / m, which is the strut of the prior art. The weight can be 60% or less of the structure. Further, since the present invention has a configuration in which the metal reinforcing member 5 is inserted into the synthetic resin strut body 4 and integrated, the strut structure is lifted by buoyancy in the sea with a specific gravity of about 1.1. It is possible to surely avoid the occurrence of a problem that the product is stored. As a result, it is possible to realize a closed structure of the strut structure, and it is possible to prevent mud and seawater from entering the inside of the strut structure.

さらに、支柱構造体の設置の際には、海底20の泥による差込み抵抗が大きいために、設置作業が非常に困難であり、泥が固いなどの海底20の状況によっては、高圧水で刺し込み誘導孔を形成しなければ、支柱構造体を刺し込んで確実に設置することができない。また撤去の際には、支柱構造体の内部に入り込んだ泥の撤去も、作業性を悪くしている。海底20に刺し込んで設置された支柱構造体は、風、波、潮流などによって大きな負荷が掛かり、破損するおそれがある。本発明は、支柱構造体の外径を小さくすることによって、このような負荷を大幅に低減し、破損の要因を激減させることが可能となる。 Further, when installing the support column structure, the installation work is very difficult because the insertion resistance of the seabed 20 due to the mud is large, and depending on the situation of the seabed 20 such as the mud being hard, it is pierced with high pressure water. If the guide hole is not formed, the support column structure cannot be inserted and securely installed. In addition, when removing the mud that has entered the inside of the support column structure, the workability is also deteriorated. The strut structure installed by being inserted into the seabed 20 is subject to a large load due to wind, waves, tidal currents, etc., and may be damaged. According to the present invention, by reducing the outer diameter of the strut structure, such a load can be significantly reduced and the causes of breakage can be drastically reduced.

さらに、従来技術において、6m〜10mの1本のパイプで支柱構造体が製造されている場合、破損した場合は再使用することはできず、廃棄処分されている。これに対し本発明は、支柱構造体を任意の長さで容易に切断することができるので、破損部を切除して、別途に準備した継手などを用いて切除部分に新たな支柱構造体を接続し、再使用することが可能となる。また、当年度の養殖場の場所によって、必要な支柱構造体の長さが違いがあり、長さの異なる支柱構造体が必要な場合であっても、支柱構造体を切除して必要長さに短縮し、または支柱構造体を接続して延長することができるので、長さの異なる支柱構造体を新たに購入する必要がなくなり、経済的負担を軽減することが可能となる。 Further, in the prior art, when the strut structure is manufactured by one pipe of 6 m to 10 m, if it is damaged, it cannot be reused and is disposed of. On the other hand, in the present invention, since the strut structure can be easily cut to an arbitrary length, the damaged portion is excised, and a new strut structure is formed in the excised portion by using a separately prepared joint or the like. It can be connected and reused. In addition, the required length of the strut structure differs depending on the location of the farm in the current fiscal year, and even if a strut structure with a different length is required, the strut structure is cut off and the required length is required. Since it can be shortened to or extended by connecting the strut structure, it is not necessary to purchase a new strut structure having a different length, and the financial burden can be reduced.

本発明において、補強部材5の材料としては、前述のアルミニウム合金に限定されるものではなく、その他の金属、たとえばマグネシウム、鉄、スズ、クロムまたはマンガン等の合金を用いることができる。また、支柱構造体は、海苔養殖網を係留するための支柱に限るものではなく、その他の用途、たとえばビニルハウス、テント、土壌作物の防護柵などの支柱として用いられてもよい。 In the present invention, the material of the reinforcing member 5 is not limited to the aluminum alloy described above, and other metals such as magnesium, iron, tin, chromium and manganese can be used. Further, the support structure is not limited to the support for mooring the seaweed culture net, and may be used for other purposes such as a support for a vinyl house, a tent, a protective fence for soil crops, and the like.

1 支柱構造体
2 海苔養殖網
3 海苔養殖設備
4 支柱本体
5 補強部材
6 円錐体部
7a〜7d 薄肉部
8a〜8d 内面
9 仮想円筒面
10a〜10d 厚肉部
11a〜11d 受面
12 基部
13a〜13d 突条部
14a〜14d 接触面
15a〜15d 外表面
16a〜16d 補剛部
L1 第1軸線
L2 第2軸線
1 Strut structure 2 Nori aquaculture net 3 Nori aquaculture equipment 4 Strut body 5 Reinforcing member 6 Conical part 7a to 7d Thin part 8a to 8d Inner surface 9 Virtual cylindrical surface 10a to 10d Thick part 11a to 11d Receiving surface 12 Base 13a to 13d Protrusions 14a to 14d Contact surface 15a to 15d Outer surface 16a to 16d Stiffening part L1 1st axis L2 2nd axis

Claims (3)

合成樹脂から成る、長尺の円筒体状の支柱本体と、
金属から成り、中心軸線が前記支柱本体の中心軸線と同軸を成すように、前記支柱本体に挿入された補強部材と、を備え、
前記支柱本体は、
円筒体の一部を成す、周方向に互いに離間して設けられた複数の薄肉部と、
周方向に隣接する2つの薄肉部の間に設けられ、前記2つの薄肉部よりも内方に突出した厚肉部であって、内周部に凹状の受面が形成された複数の厚肉部とを有し、
前記補強部材は、
円筒体状の基部と、
前記基部から前記複数の厚肉部の各受面に放射状に延び、先端部が各受面に接触する複数の突条部とを有することを特徴とする支柱構造体。
A long cylindrical strut body made of synthetic resin,
It is made of metal and includes a reinforcing member inserted into the strut body so that the central axis is coaxial with the center axis of the strut body.
The support body is
A plurality of thin-walled portions that form a part of a cylindrical body and are provided apart from each other in the circumferential direction.
A plurality of thick-walled portions provided between two thin-walled portions adjacent to each other in the circumferential direction and protruding inward from the two thin-walled portions, and having a concave receiving surface formed on the inner peripheral portion. Has a part
The reinforcing member is
Cylindrical base and
A strut structure characterized by having a plurality of ridges extending radially from the base portion to each receiving surface of the plurality of thick portions and having a tip portion contacting each receiving surface.
前記複数の厚肉部の外周部には、平面状の外表面が形成されていることを特徴とする請求項1に記載の支柱構造体。 The support column structure according to claim 1, wherein a flat outer surface is formed on the outer peripheral portion of the plurality of thick portions. 前記補強部材は、該補強部材の中心軸線から放射状に延び、前記基部の内周面に連なる補剛部を有することを特徴とする請求項1または2に記載の支柱構造体。 The strut structure according to claim 1 or 2, wherein the reinforcing member has a stiffening portion that extends radially from the central axis of the reinforcing member and is connected to the inner peripheral surface of the base portion.
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