JP2001199382A - Manufacturing method of floating body mooring anchor - Google Patents
Manufacturing method of floating body mooring anchorInfo
- Publication number
- JP2001199382A JP2001199382A JP2000010498A JP2000010498A JP2001199382A JP 2001199382 A JP2001199382 A JP 2001199382A JP 2000010498 A JP2000010498 A JP 2000010498A JP 2000010498 A JP2000010498 A JP 2000010498A JP 2001199382 A JP2001199382 A JP 2001199382A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- unit
- anchor
- unit weight
- mooring
- 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.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は水中に沈降されて浮
遊設備などの浮体を係留する浮体係留用アンカーに関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anchor for mooring a floating body which is submerged in water to moor a floating body such as a floating facility.
【0002】[0002]
【発明が解決しようとする課題】例えば、海底に沈めら
れてブイを係留するアンカーには、コンクリートで製造
したものがある。しかしながら、コンクリートは比重が
比較的小さいため、ブイを係留するための重量を得るに
は、勢い大形にならざるを得ず、搬送、或いは海底への
沈降作業の際に取り扱い難いという問題がある。しか
も、コンクリート製のアンカーは大形で、海中に沈めた
ときの浮力が大きくなるので、実際の重量に比べて海中
での重量が軽くなり(海中重量はコンクリートで空中重
量の57%、鋼鉄で87%)、大きさの割りには、ブイ
の固定に対する能力が低い。その上、アンカーが老朽化
し廃却になった場合、コンクリートは資源として再利用
することが難しく、廃棄処分にせざるを得ない。For example, there is an anchor made of concrete for anchoring a buoy submerged on the sea floor. However, since concrete has a relatively small specific gravity, there is a problem that it is difficult to handle the buoy in order to gain the weight for mooring the buoy when transporting or sinking to the seabed. . Moreover, concrete anchors are large and have a greater buoyancy when submerged in the sea, so they are lighter in the sea than their actual weight (the sea weight is 57% of the air weight of concrete and 57% of the weight of steel. 87%), but its ability to fix buoys is low for its size. In addition, when the anchor is aging and discarded, it is difficult to reuse concrete as a resource, and it has to be disposed of.
【0003】このような問題を解消するものとして、鋳
鉄製のアンカーがある。ところが、鋳鉄製のアンカーで
は、その製造時に一対一の関係で鋳型を製作しなければ
ならないため、製造コストが高い、という問題がある。
本発明は上記の事情に鑑みてなされたもので、その目的
は、小形で、且つ製造コストを低減でき、しかも再資源
化が容易な浮体係留用アンカーを提供することにある。[0003] In order to solve such a problem, there is an anchor made of cast iron. However, the cast iron anchor has a problem that the manufacturing cost is high because the mold must be manufactured in a one-to-one relationship at the time of manufacturing.
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object of the present invention is to provide an anchor for mooring a floating body that is small in size, can reduce manufacturing costs, and can be easily recycled.
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
に、請求項1の発明は、錘本体と、この錘本体に設けら
れた連結部材とを具備し、錘本体を水中に沈降させて、
浮遊設備などの浮体と連結部材との間に係留用条部材を
連結して前記浮体を係留する浮体係留用アンカーにおい
て、前記錘本体を、鋼塊または鋼鉄スラブ或いは鉄板か
ら形成された単位錘体を1個または複数個合わせて結合
して構成したことを特徴とするものである。Means for Solving the Problems To achieve the above object, an invention according to claim 1 comprises a weight body and a connecting member provided on the weight body, and the weight body is settled in water. ,
In a floating body anchor for anchoring a floating body by connecting a mooring strip member between a floating body such as a floating facility and a connecting member, the weight main body is formed of a steel ingot, a steel slab, or an iron plate. Or one and a plurality thereof are combined and combined.
【0005】この構成によれば、錘本体は鋼鉄製で、そ
の比重は大きいので、浮体係留用アンカー全体として小
形に構成できる。また、単位錘体は、鋼塊または鋼鉄ス
ラブ或いは鉄板から形成するので、鋳型などが不要で、
製造コストを低減することができる。その上、鋼鉄製の
錘本体は再資源化が容易であり、しかも、錘本体は複数
個の単位錘体を結合して構成されているから、その結合
を解けば、錘本体を複数の単位錘体に分解することがで
き、資源として再利用する場合、その取り扱いが容易で
ある。According to this configuration, the weight body is made of steel and has a large specific gravity, so that the whole anchor for floating body mooring can be made small. Also, since the unit weight is formed from a steel ingot, a steel slab, or an iron plate, a mold or the like is unnecessary,
Manufacturing costs can be reduced. In addition, the steel weight body is easy to recycle, and the weight body is formed by connecting a plurality of unit weights. It can be disassembled into weights and is easy to handle when reused as a resource.
【0006】請求項2の発明によれば、単位錘体に形成
された通し孔に結合部材を通すことにより、複数個の単
位錘体を容易に結合して錘本体として構成することがで
きる。また、通し孔はスリットを介して外方に開放され
ているので、単位錘体の厚さが厚い場合でも、ガス溶断
を単位錘体の外周面から開始することによって、スリッ
トと通し孔とをガス溶断によって形成することができ
る。請求項3の発明によれば、結合部材の端部に設けら
れた止め部と単位錘体との間に弾性部材が設けられてい
るので、単位錘体の結合面間に錆を生じた場合、その錆
による単位錘体の厚さの増大化を弾性部材により吸収
し、結合部材に無理な力が作用しないようにすることが
できる。According to the second aspect of the present invention, a plurality of unit weights can be easily connected to each other to form a weight body by passing a connecting member through a through hole formed in the unit weight. In addition, since the through hole is opened outward through the slit, even when the thickness of the unit weight is large, by starting gas fusing from the outer peripheral surface of the unit weight, the slit and the through hole can be separated. It can be formed by gas fusing. According to the invention of claim 3, since the elastic member is provided between the stop portion provided at the end of the connecting member and the unit weight, when rust is generated between the connecting surfaces of the unit weight. The increase in the thickness of the unit weight due to the rust is absorbed by the elastic member, so that an unreasonable force does not act on the coupling member.
【0007】請求項4の発明によれば、単位錘体に設け
られた支持部材から支軸を取り外すことで連結部材を取
り外すことができるので、浮体の浮遊により連結用条部
材が動いて連結部材を摩耗させたりした場合などに、そ
の連結部材の交換を容易に行うことができ、より長期使
用ができる。請求項5の発明によれば、単位錘体に支持
部を一体に形成し、この支持部に支軸を介して連結部材
を回動可能に取り付けるので、支持部を別部材として製
造する必要がなく、製造コストを一層低減化できる。According to the fourth aspect of the present invention, since the connecting member can be removed by removing the support shaft from the supporting member provided on the unit weight, the connecting member moves due to the floating of the floating body, and the connecting member is moved. When the member is worn or the like, the connecting member can be easily replaced, and can be used for a longer period of time. According to the fifth aspect of the present invention, since the supporting portion is integrally formed on the unit weight body and the connecting member is rotatably attached to the supporting portion via the support shaft, it is necessary to manufacture the supporting portion as a separate member. Therefore, the manufacturing cost can be further reduced.
【0008】[0008]
【発明の実施の形態】以下、本発明をブイを係留するた
めのブイ係留用アンカーに適用した一実施例につき図1
〜図6を参照しながら説明する。図6は、ブイ係留用ア
ンカー(以下、単にアンカー)1によって浮体としての
ブイ2を係留した状態を示すもので、アンカー1は海底
に沈められており、海面に浮かぶブイ2はアンカー1に
係留用条部材としての鎖3によって繋がれている。この
アンカー1は、図1〜図4に示すように、錘本体4と、
この錘本体4に設けられた連結部材としての吊り環5と
からなり、吊り環5に前記鎖3が連結されている。ちな
みに、本実施例のアンカー1は、重量8トンで、その錘
本体4は横寸法110cm、奥行寸法110cm、高さ
寸法91cmである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows an embodiment in which the present invention is applied to a buoy anchoring moor for mooring a buoy.
This will be described with reference to FIG. FIG. 6 shows a state in which a buoy 2 as a floating body is moored by a buoy mooring anchor (hereinafter simply referred to as an anchor) 1. The anchor 1 is submerged on the seabed, and the buoy 2 floating on the sea surface is moored to the anchor 1. They are connected by a chain 3 as a strip member. As shown in FIGS. 1 to 4, the anchor 1 includes a weight main body 4,
The weight body 4 includes a suspension ring 5 serving as a connection member, and the chain 3 is connected to the suspension ring 5. Incidentally, the anchor 1 of this embodiment weighs 8 tons, and its weight body 4 has a horizontal dimension of 110 cm, a depth dimension of 110 cm, and a height dimension of 91 cm.
【0009】さて、上記錘本体4は、複数個の板状の単
位錘体6を結合部材としてのタイロッド7により結合し
て構成されている。この単位錘体6は、鋼塊(鋼インゴ
ット)または鋼鉄スラブ或いは鉄板から製造される。こ
こで、鋼塊とは、製鋼工程において、精練後の鋼を型に
注入して得たもの、鋼鉄スラブとは、同じく製鋼工程に
おいて、精練後の鋼を例えば連続鋳造によって帯状板材
に形成し、その帯状板材を所定長さに切断したものであ
る。鋼塊から単位錘体6を製造するには、鋼塊を金鋸な
どで所望の厚さにスライスして板材を得、その後、その
板材をガス溶断によって所望の外形状に形成する。ま
た、鋼鉄スラブや鉄板から単位錘体6を得るには、既に
板状になっている鋼鉄スラブや鉄板をガス溶断によって
所望の外形状に切断して形成する。The weight body 4 is formed by connecting a plurality of plate-shaped unit weights 6 with tie rods 7 as connecting members. The unit weight 6 is manufactured from a steel ingot (steel ingot), a steel slab, or an iron plate. Here, the steel ingot is obtained by injecting the steel after refining into a mold in the steel making process, and the steel slab is formed in the same steel making process by forming the steel after refining into a strip-shaped plate by continuous casting, for example. The strip-shaped plate is cut into a predetermined length. In order to manufacture the unit weight 6 from the steel ingot, the steel ingot is sliced to a desired thickness with a metal saw or the like to obtain a plate, and then the plate is formed into a desired outer shape by gas fusing. Further, in order to obtain the unit weight 6 from a steel slab or an iron plate, the steel slab or the iron plate which is already in a plate shape is cut into a desired outer shape by gas fusing.
【0010】この実施例では、鋼鉄スラブをガス溶断す
ることによって所定の外形状に形成したものを使用して
おり、その板厚は鋼鉄スラブの厚さのままとなってい
る。この単位錘体6には、図5にも示すように、上部中
央および下部の左右両側に通し孔8を有しており、この
通し孔8は幅狭のスリット9を介して外方に開放されて
いる。In this embodiment, a steel slab which has been formed into a predetermined outer shape by gas fusing is used, and its thickness remains the thickness of the steel slab. As shown in FIG. 5, the unit weight 6 has through holes 8 at the upper center and the lower left and right sides, and the through holes 8 are opened outward through narrow slits 9. Have been.
【0011】通し孔8をスリット9を介して外方に開放
した形態にすると、通し孔8をガス溶断によって形成す
ることができる。即ち、単位錘体6を鋼鉄スラブからガ
ス溶断によって得る本実施例において、通し孔8を機械
加工によらず、ガス溶断によって形成できればコスト的
に有利である。この場合、単位錘体6の表面にいきなり
ガス炎を吹き付けて外周よりも内側の箇所からガス溶断
を開始することは困難で、従って、単位錘体6に閉じた
孔をガス溶断によって形成することは難しい。しかしな
がら、単位錘体6の外周に板厚方向にガス炎を吹き付け
れば、当該箇所をガス溶断できるから、単位錘体6の板
厚が厚くても、外周面からガス溶断を開始すれば、内側
へとガス溶断を進めて行くことが可能となる。このた
め、本実施例のように、通し孔8をスリット9を介して
外方に開放する形態とすることより、単位錘体6の外周
からガス溶断を開始してスリット9を形成し、そしてこ
のスリット9に連続して通し孔8を形成することができ
るものである。When the through hole 8 is opened outward through the slit 9, the through hole 8 can be formed by gas fusing. That is, in the present embodiment in which the unit weight 6 is obtained from the steel slab by gas fusing, it is advantageous in terms of cost if the through hole 8 can be formed by gas fusing, not by machining. In this case, it is difficult to immediately blow gas flame onto the surface of the unit weight 6 to start gas fusing from a position inside the outer periphery. Therefore, it is necessary to form a closed hole in the unit weight 6 by gas fusing. Is difficult. However, if a gas flame is blown to the outer periphery of the unit weight 6 in the plate thickness direction, the portion can be gas-blown. Even if the plate thickness of the unit weight 6 is thick, if gas blowing is started from the outer peripheral surface, It becomes possible to advance the gas fusing to the inside. For this reason, by forming the through hole 8 outward through the slit 9 as in the present embodiment, the gas fusing is started from the outer periphery of the unit weight 6 to form the slit 9, and Through holes 8 can be formed continuously with the slits 9.
【0012】このようにしてガス溶断された通し孔8に
は前記タイロッド7が通され、このタイロッド7によっ
て複数個の単位錘体6が結合されている。このタイロッ
ド7の両端部には、止め部としての止め板10,11が
溶接によって固着されており、この止め板10,11に
より単位錘体6の抜け止めがなされている。なお、2個
の止め板10,11のうち、一方の止め板10は予めタ
イロッド7の一端部に溶接によって固着されており、他
方の止め板11はタイロッド7を複数個の単位錘体6の
通し孔8に通した後、同じく溶接によってタイロッド7
に固着されるものである。The tie rods 7 are passed through the through holes 8 thus gas-blown, and the plurality of unit weights 6 are connected by the tie rods 7. At both ends of the tie rod 7, stopper plates 10, 11 as stoppers are fixed by welding, and the stopper plates 10, 11 prevent the unit weight 6 from coming off. One of the two stop plates 10 and 11 is fixed to one end of the tie rod 7 by welding in advance, and the other stop plate 11 connects the tie rod 7 to the plurality of unit weights 6. After passing through the through hole 8, the tie rod 7 is also welded.
It is fixed to.
【0013】錘本体4を構成する複数個の単位錘体6の
うち、真ん中の単位錘体とその両側の2個の単位錘体と
の間には、上部中央に位置して支持部材としての支持板
12が挟み付けられていると共に、下部の左右両側に位
置して上記支持板12と同じ板厚の板状スペーサ13が
挟み付けられている。真ん中の単位錘体6の両側に位置
する一対の支持板12の上半部は、錘本体4から上方に
突出されており、その突出部分に形成された支持孔14
に前記吊り環5を回動可能に支持した支軸15の両端が
通されている。そして、この支軸15の突出両端部には
止め板16が溶接されており、この止め板16によって
支持孔14からの支軸15の抜け止めがなされている。
なお、支軸15には吊り環5の両側に位置してスリーブ
17が嵌合されていて吊り環5の大きな軸方向移動を防
止している。Among the plurality of unit weights 6 constituting the weight body 4, between the center unit weight and the two unit weights on both sides thereof are located at the upper center and serve as support members. The support plate 12 is sandwiched, and plate spacers 13 having the same thickness as the support plate 12 are sandwiched between the left and right sides of the lower portion. The upper halves of a pair of support plates 12 located on both sides of the center unit weight 6 project upward from the weight main body 4, and support holes 14 formed in the projecting portions are formed.
Both ends of a support shaft 15 that rotatably supports the suspension ring 5 are passed through. A stop plate 16 is welded to both protruding ends of the support shaft 15, and the stop plate 16 prevents the support shaft 15 from falling out of the support hole 14.
Sleeves 17 are fitted to the support shaft 15 on both sides of the suspension ring 5 to prevent the suspension ring 5 from moving in the large axial direction.
【0014】図5にも示すように、上記支持板12には
通し孔18とこの通し孔18から上方に連続する長孔1
9とが形成されている。また、板状スペーサ13には、
通し孔20とこの通し孔20を外方に開放するスリット
21が形成されている。そして、それら支持板12およ
び板状スペーサ13の通し孔18および20に単位錘体
6を結合するためのタイロッド7が通されており、これ
により支持板12および板状スペーサ13が単位錘体6
間から抜け落ちることがないようになされる。As shown in FIG. 5, the support plate 12 has a through hole 18 and an elongated hole 1 extending upward from the through hole 18.
9 are formed. In addition, the plate-like spacer 13 includes
A through hole 20 and a slit 21 for opening the through hole 20 outward are formed. The tie rods 7 for connecting the unit weight 6 are passed through the through holes 18 and 20 of the support plate 12 and the plate-shaped spacer 13, whereby the support plate 12 and the plate-shaped spacer 13 are connected to the unit weight 6.
It is made so that it does not fall out from between.
【0015】また、支持板12がタイロッド7を中心と
して回らないようにするために、支持板12の長孔19
に通された板状ストッパ22が単位錘体6のスリット9
に嵌め込まれている。なお、板状ストッパ22は長孔1
9、スリット9に比較的緩く嵌合されるため、その板状
ストッパ22が横方向にずれて長孔19から抜けないよ
うにするための一対の止め片23が単位錘体6のスリッ
ト9内に挿入されて単位錘体6に溶接によって固着され
ている。同様に板状スペーサ13がタイロッド7を中心
として回らないようにするために、板状スペーサ13の
スリット21と単位錘体6のスリット9とに跨がって板
状ストッパ24が嵌着されて溶接によって単位錘体6に
固着されている。なお、吊り環5、支持板12は硬度の
高い特殊鋼により形成して耐摩耗性を持たせている。In order to prevent the support plate 12 from rotating around the tie rod 7, a long hole 19 in the support plate 12 is provided.
The plate-shaped stopper 22 passed through the slit 9 of the unit weight 6
It is fitted in. In addition, the plate-like stopper 22 is a long hole 1
9. Since the plate-like stopper 22 is relatively loosely fitted in the slit 9, a pair of stopper pieces 23 for preventing the plate-like stopper 22 from being displaced in the lateral direction and coming out of the elongated hole 19 are formed in the slit 9 of the unit weight 6. And is fixed to the unit weight 6 by welding. Similarly, in order to prevent the plate-like spacer 13 from rotating around the tie rod 7, a plate-like stopper 24 is fitted over the slit 21 of the plate-like spacer 13 and the slit 9 of the unit weight 6. It is fixed to the unit weight 6 by welding. Note that the suspension ring 5 and the support plate 12 are formed of special steel having high hardness to provide wear resistance.
【0016】さて、3本のタイロッド7には、複数個の
単位錘体6、支持板12や板状スペーサ13の各通し孔
8,18,20に通すに先立って弾性部材としてのゴム
ワッシャ7aが複数個装着される。このゴムワッシャ7
aはタイロッド7の一端部に予め溶接された止め板10
に接する位置まで押し込まれる。そして、上記通し孔
8,18,20にタイロッド7を通した後、タイロッド
7の他端部に止め板11が溶接され、これにて複数個の
単位錘体6が支持板12および板状スペーサ13を挟み
付けた状態で結合される。このとき、複数個の単位錘体
6、支持板12および板状スペーサ13は密に接した状
態で結合され、タイロッド7の軸方向にがたつかないよ
うになされる。そして、上記のゴムワッシャ7aはタイ
ロッド7の止め板10と単位錘体6との間に介在された
状態となる。Before the three tie rods 7 are passed through the plurality of unit weights 6, the through holes 8, 18, and 20 of the support plate 12 and the plate-like spacer 13, a rubber washer 7a as an elastic member is provided. Are mounted. This rubber washer 7
a is a stopper plate 10 previously welded to one end of the tie rod 7.
It is pushed to the position where it touches. Then, after the tie rod 7 is passed through the through holes 8, 18, and 20, the stopper plate 11 is welded to the other end of the tie rod 7, whereby the plurality of unit weights 6 become the support plate 12 and the plate-like spacer. 13 are sandwiched. At this time, the plurality of unit weights 6, the support plate 12, and the plate-like spacer 13 are joined in a state of being in close contact with each other, so that the tie rod 7 does not rattle in the axial direction. The rubber washer 7a is interposed between the stopper plate 10 of the tie rod 7 and the unit weight 6.
【0017】以上のように構成したアンカー1によれ
ば、錘本体4を比重の大きな鋼鉄によって形成したの
で、アンカー1全体として小形に構成できる。このた
め、扱い易く、設置海域までの搬送が楽になると共に、
海底に沈めた場合の浮力が小さいので、海中での重量軽
減の度合いが小さく、小形の割にブイ2の固定に対する
信頼性が高いものとなる。According to the anchor 1 configured as described above, since the weight body 4 is formed of steel having a large specific gravity, the anchor 1 as a whole can be made small. For this reason, it is easy to handle and easy to transport to the installation sea area,
Since the buoyancy when submerged on the sea floor is small, the degree of weight reduction in the sea is small, and the reliability of fixing the buoy 2 is high for a small size.
【0018】しかも、本実施例では、アンカー1の錘本
体4を、鋼鉄スラブから形成した複数の単位錘体6を結
合して構成するので、従来の鋳鉄製のものとは異なり、
鋳型などが不要で、製造コストを低減することができ
る。その上、鋼鉄製のアンカー1は、老朽化した場合に
鉄屑として製鋼の原材料とすることができるので、再資
源化が容易である。加えて、タイロッド7を切断すれ
ば、錘本体4を複数個の単位錘体6に分解できるので、
資源として再利用する際の取り扱い性に優れ、再資源化
が一層容易となる。Moreover, in this embodiment, since the weight body 4 of the anchor 1 is formed by connecting a plurality of unit weight bodies 6 formed of a steel slab, unlike the conventional cast iron one,
No mold or the like is required, and the manufacturing cost can be reduced. In addition, since the steel anchor 1 can be used as a raw material for steelmaking as iron scrap when it is aged, recycling is easy. In addition, if the tie rod 7 is cut, the weight main body 4 can be disassembled into a plurality of unit weights 6,
It is easy to handle when it is reused as a resource, making it easier to recycle.
【0019】また、本実施例では、ゴムワッシャ7aが
タイロッド7の止め板10と単位錘体6との間に介在さ
れているので、単位錘体6が海水の影響で錆を生じた場
合、単位錘体6の合わせ面間に発生した錆によって錘本
体4全体がタイロッド7の軸方向に膨脹したとしても、
その膨脹はゴムワッシャ7aによって吸収されるように
なる。このため、タイロッド7の止め板10,11に無
理な力が作用せず、耐久性の面でも優れたものとなる。In this embodiment, since the rubber washer 7a is interposed between the stopper plate 10 of the tie rod 7 and the unit weight 6, when the unit weight 6 is rusted by the influence of seawater, Even if the entire weight body 4 expands in the axial direction of the tie rod 7 due to rust generated between the mating surfaces of the unit weights 6,
The expansion is absorbed by the rubber washer 7a. For this reason, an excessive force does not act on the stopper plates 10 and 11 of the tie rod 7, and the durability is excellent.
【0020】ところで、鎖3はブイ2の浮遊によって動
き、吊り環5に対して擦れ動く。この際の摩耗をできる
だけ軽減するために、吊り環5を耐摩耗性のある特殊鋼
により形成したが、それでも長期間の使用によって吊り
環5の摩耗程度が大きくなった場合には、吊り環5を交
換する必要がある。この場合、本実施例では、吊り環5
を支軸15を介して支持板12に取り付けるようにした
ので、一方の止め板16を支軸15から除去することで
容易に吊り環5を交換することができる。The chain 3 moves due to the floating of the buoy 2 and rubs against the suspension ring 5. In order to reduce the wear at this time as much as possible, the suspension ring 5 is made of wear-resistant special steel. However, if the degree of wear of the suspension ring 5 is increased by long-term use, the suspension ring 5 may be used. Need to be replaced. In this case, in this embodiment, the suspension ring 5
Is attached to the support plate 12 via the support shaft 15, so that the suspension ring 5 can be easily replaced by removing one of the stopper plates 16 from the support shaft 15.
【0021】図7〜図9は本発明の他の実施例を示す。
この実施例のアンカー25は、重量の増大化に対処した
ものであり、複数個の単位錘体は、横寸法の大きな複数
個の第1の単位錘体26と、この第1の単位錘体26に
比して縦寸法は大きいが横寸法が小さい複数個の第2の
単位錘体27とからなる。7 to 9 show another embodiment of the present invention.
The anchor 25 of this embodiment is designed to cope with an increase in weight, and the plurality of unit weights include a plurality of first unit weights 26 having a large lateral dimension and the first unit weight 26. The second unit weight 27 includes a plurality of second unit weights 27 having a larger vertical dimension than that of the second unit 26 but a smaller horizontal dimension.
【0022】そして、第1の単位錘体26間に第2の単
位錘体27を2個ずつ横方向に並べ、それら第1および
第2の単位錘体26および27を結合部材としてのタイ
ロッド28,29により結合して錘本体30を構成して
いる。この錘本体30において、第2の単位錘体27の
上部は、第1の単位錘体26から上方に突出しており、
この突出部分を支持部31としている。この支持部31
間には支軸32が通されており、この支軸32に連結部
材としての吊り環33が回動可能に支持されている。こ
のように構成した本実施例では、第2の単位錘体27に
一体に支持部31を形成したので、別体とするものに比
べ、組み立ての手間を省くことができる。Then, two second unit weights 27 are arranged laterally between the first unit weights 26, and the first and second unit weights 26 and 27 are connected to a tie rod 28 as a connecting member. , 29 to form a weight body 30. In this weight body 30, the upper part of the second unit weight 27 protrudes upward from the first unit weight 26,
This protruding part is used as a support part 31. This support 31
A support shaft 32 is passed between them, and a suspension ring 33 as a connecting member is rotatably supported on the support shaft 32. In the present embodiment configured as described above, the support portion 31 is formed integrally with the second unit weight 27, so that the assembling labor can be reduced as compared with a case where the support is formed separately.
【0023】なお、第1の単位錘体26にタイロッド2
8および29を通すために形成された通し孔34および
35はそれぞれスリット36および37を介して外方に
開放されている。また、支軸32を通すために第2の単
位錘体27の支持部31に形成された通し孔38はスリ
ット39を介して外方に開放されており、またタイロッ
ド28を通すために第2の単位錘体27に形成された通
し孔40はスリット41を介して通し孔38に開放され
ていると共に、タイロッド29を通すために第2の単位
錘体27に形成された通し孔42はスリット43を介し
て外方に開放されている。これにより、通し孔34,3
5,38,40,42をガス溶断により形成できるよう
にしている。The tie rod 2 is attached to the first unit weight 26.
Through holes 34 and 35 formed for passing 8 and 29 therethrough are opened outward through slits 36 and 37, respectively. Further, a through hole 38 formed in the support portion 31 of the second unit weight 27 for passing the support shaft 32 is opened outward through a slit 39, and a second hole for passing the tie rod 28 is provided. The through hole 40 formed in the unit weight 27 is opened to the through hole 38 through the slit 41, and the through hole 42 formed in the second unit weight 27 for passing the tie rod 29 is formed as a slit. It is open outward through 43. Thereby, the through holes 34, 3
5, 38, 40, and 42 can be formed by gas fusing.
【0024】なお、本発明は上記し且つ図面に示す実施
例に限定されるものではなく、以下のような拡張或いは
変更が可能である。単位錘体6,26,27は鋼塊をス
ライスして得た板材から形成してもよく、また、厚鉄板
から構成しても良い。第1実施例に示す錘本体4を横方
向に複数個連結して高重量用アンカーとして構成するよ
うにしても良い。結合部材はタイロッド7,28,29
に限られず、形鋼を使用しても良い。本発明はブイ係留
用のアンカーに限られず、浮体一般の係留用として広く
適用できる。The present invention is not limited to the embodiment described above and shown in the drawings, but can be extended or modified as follows. The unit weights 6, 26, 27 may be formed from a plate obtained by slicing a steel ingot, or may be formed from a thick iron plate. A plurality of weight bodies 4 shown in the first embodiment may be connected in the lateral direction to form a high-weight anchor. Connecting members are tie rods 7, 28, 29
The shape is not limited to this, and a shaped steel may be used. The present invention is not limited to anchors for mooring buoys, but can be widely applied to mooring of floating bodies in general.
【図1】本発明の一実施例を示す斜視図FIG. 1 is a perspective view showing an embodiment of the present invention.
【図2】正面図FIG. 2 is a front view
【図3】側面図FIG. 3 is a side view
【図4】平面図FIG. 4 is a plan view
【図5】分解斜視図FIG. 5 is an exploded perspective view.
【図6】使用の一例を示す図FIG. 6 shows an example of use.
【図7】本発明の他の実施例を示す正面図FIG. 7 is a front view showing another embodiment of the present invention.
【図8】側面図FIG. 8 is a side view.
【図9】平面図FIG. 9 is a plan view
図中、1はアンカー、2はブイ、3は鎖(係留用条部
材)、5は吊り環(連結部材)、6は単位錘体、7はタ
イロッド(結合部材)、7aはゴムワッシャ(弾性部
材)、10,11は止め板(止め部)、12は支持板
(支持部材)、14は支軸、25はアンカー、26は第
1の単位錘体、27は第2の単位錘体、28,29はタ
イロッド(結合部材)、30は錘本体、31は支持部、
32は支軸、33は吊り環(連結部材)、34,35,
38,40,42は通し孔、36,37,39,41,
43はスリットである。In the figure, 1 is an anchor, 2 is a buoy, 3 is a chain (a mooring member), 5 is a suspension ring (connecting member), 6 is a unit weight, 7 is a tie rod (connecting member), and 7a is a rubber washer (elasticity). Members), 10 and 11 are stop plates (stop portions), 12 is a support plate (support member), 14 is a support shaft, 25 is an anchor, 26 is a first unit weight, 27 is a second unit weight, 28 and 29 are tie rods (coupling members), 30 is a weight body, 31 is a support,
32 is a support shaft, 33 is a suspension ring (connection member), 34, 35,
38, 40, 42 are through holes, 36, 37, 39, 41,
43 is a slit.
─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成12年10月2日(2000.10.
2)[Submission Date] October 2, 2000 (2000.10.
2)
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】発明の名称[Correction target item name] Name of invention
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【発明の名称】 浮体係留用アンカーの製造方法Patent application title: Method of manufacturing anchor for floating body mooring
【手続補正2】[Procedure amendment 2]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】特許請求の範囲[Correction target item name] Claims
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【特許請求の範囲】[Claims]
【手続補正3】[Procedure amendment 3]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0003[Correction target item name] 0003
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0003】このような問題を解消するものとして、鋳
鉄製のアンカーがある。ところが、鋳鉄製のアンカーで
は、その製造時に一対一の関係で鋳型を製作しなければ
ならないため、製造コストが高い、という問題がある。
本発明は上記の事情に鑑みてなされたもので、その目的
は、小形で、且つ製造コストを低減でき、しかも再資源
化が容易な浮体係留用アンカーの製造方法を提供するこ
とにある。[0003] In order to solve such a problem, there is an anchor made of cast iron. However, the cast iron anchor has a problem that the manufacturing cost is high because the mold must be manufactured in a one-to-one relationship at the time of manufacturing.
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a method for manufacturing an anchor for mooring a floating body that is small in size, can reduce manufacturing costs, and can be easily recycled.
【手続補正4】[Procedure amendment 4]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0004[Correction target item name] 0004
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
に、請求項1の発明は、水中に沈降される錘本体と、こ
の錘本体に設けられ浮遊設備などの浮体を係留用条部材
を介して連結する連結部材とを具備した浮体係留用アン
カーを製造する方法において、帯板状をなす鋼鉄スラブ
を切断して複数個の単位錘体を形成し、その後、それら
複数個の単位錘体を横方向に合わせて結合することによ
り前記錘本体を構成し、この錘本体に前記連結部材を取
り付けたことを特徴とするものである。In order to achieve the above object, an invention according to claim 1 comprises a weight body submerged in water and a floating body such as a floating facility provided on the weight body for mooring strip members.
A method of manufacturing a floating body mooring anchor comprising a connecting member for connecting via a steel slab forming the strip plate
To form a plurality of unit weights, and then
By connecting a plurality of unit weights in a horizontal direction
And the connecting member is attached to the weight body.
It is characterized by having been attached .
【手続補正5】[Procedure amendment 5]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0005[Correction target item name] 0005
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0005】この構成によれば、錘本体は鋼鉄製で、そ
の比重は大きいので、浮体係留用アンカー全体として小
形に構成できる。しかも、帯板状の鋼鉄スラブをガス溶
断などによって切断することにより、所望の形状の単位
錘体を容易に形成することができるので、単位錘体を製
造するための鋳型が不要で、製造コストを低減すること
ができる。その上、鋼鉄スラブは、元来、製鋼工程で生
ずる中間品であるから、鋼鉄スラブ製の錘本体は製鋼用
資源として再利用できる。更に、錘本体は複数個の単位
錘体を結合して構成されているから、その結合を解け
ば、錘本体を複数個の単位錘体に分解することができ、
資源として再利用する場合、その取り扱いが容易とな
る。According to this configuration, the weight body is made of steel and has a large specific gravity, so that the whole anchor for floating body mooring can be made small. In addition, strip-shaped steel slabs are
By cutting by cutting, etc., the unit of the desired shape
Since the weight can be easily formed, the unit weight is manufactured.
A mold for manufacturing is unnecessary, and the manufacturing cost can be reduced. In addition, steel slabs are originally produced in the steelmaking process.
Since it is an intermediate product, the weight body made of steel slab is for steelmaking
Can be reused as a resource. Furthermore , since the weight main body is configured by connecting a plurality of unit weights, if the connection is released, the weight main body can be disassembled into a plurality of unit weights,
When reused as a resource, its handling becomes easy.
【手続補正6】[Procedure amendment 6]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0006[Correction target item name] 0006
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0006】請求項2の発明によれば、単位錘体に形成
された通し孔に結合部材を通すことにより、複数個の単
位錘体を容易に結合して錘本体として構成することがで
きる。また、通し孔はスリットを介して外方に開放され
ているので、鋼鉄スラブから単位錘体をガス溶断によっ
て形成する場合、単位錘体の外周を切断するためのガス
溶断に連続して通し孔を形成することができる。 According to the second aspect of the present invention, a plurality of unit weights can be easily connected to each other to form a weight body by passing a connecting member through a through hole formed in the unit weight. In addition, since the through hole is opened outward through the slit, the unit weight is cut from the steel slab by gas fusing.
Gas to cut the outer circumference of the unit weight
Through holes can be formed continuously with the fusing .
【手続補正7】[Procedure amendment 7]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0007[Correction target item name] 0007
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0007】請求項3の発明によれば、連結部材を取り
付ける支持部材を単位錘体間に挟み付けることによって
錘本体に取り付けることができるので、支持部材の取り
付けを容易に行うことができる。請求項4の発明によれ
ば、単位錘体に支持部を一体に形成し、この支持部に支
軸を介して連結部材を回動可能に取り付けるので、支持
部を別部材として製造する必要がなく、製造コストを一
層低減化できる。According to the third aspect of the present invention, the connecting member is removed.
By sandwiching the support member to be attached between the unit weights
Since it can be attached to the weight body,
Can be easily attached . According to the invention of claim 4 , since the supporting portion is integrally formed on the unit weight body and the connecting member is rotatably attached to the supporting portion via the support shaft, it is necessary to manufacture the supporting portion as a separate member. Therefore, the manufacturing cost can be further reduced.
【手続補正8】[Procedure amendment 8]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0009[Correction target item name] 0009
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0009】さて、上記錘本体4は、複数個の板状の単
位錘体6を結合部材としてのタイロッド7により結合し
て構成されている。この単位錘体6は、鋼鉄スラブから
製造される。ここで、鋼鉄スラブとは、製鋼工程におい
て、精練後の鋼を例えば連続鋳造によって帯状板材に形
成し、その帯状板材を所定長さに切断したものである。
鋼鉄スラブから単位錘体6を得るには、既に板状になっ
ている鋼鉄スラブをガス溶断によって所望の外形状に切
断して形成する。The weight body 4 is formed by connecting a plurality of plate-shaped unit weights 6 with tie rods 7 as connecting members. The unit weight element 6 is either found manufactured steel iron slab. Here, the steel iron slab in steelmaking, the steel after refining is formed in a strip plate material, for example by continuous casting, is obtained by cutting the strip plate material to a predetermined length.
To obtain a steel iron slab or we unit weight element 6, the steel slab which is already in a plate shape formed by cutting into a desired outer shape by the gas blown.
【手続補正9】[Procedure amendment 9]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0010[Correction target item name] 0010
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0010】この鋼鉄スラブ製の単位錘体6には、図5
にも示すように、上部中央および下部の左右両側に通し
孔8を有しており、この通し孔8は幅狭のスリット9を
介して外方に開放されている。[0010] The unit weight member 6 of this made of steel slab, as shown in FIG. 5
As shown in FIG. 2, through holes 8 are formed in the upper center and lower left and right sides, and the through holes 8 are opened outward through narrow slits 9.
【手続補正10】[Procedure amendment 10]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0024[Correction target item name] 0024
【補正方法】変更[Correction method] Change
【補正内容】[Correction contents]
【0024】なお、本発明は上記し且つ図面に示す実施
例に限定されるものではなく、以下のような拡張或いは
変更が可能である。第1実施例に示す錘本体4を横方向
に複数個連結して高重量用アンカーとして構成するよう
にしても良い。結合部材はタイロッド7,28,29に
限られず、形鋼を使用しても良い。本発明はブイ係留用
のアンカーに限られず、浮体一般の係留用として広く適
用できる。The present invention is not limited to the embodiment described above and shown in the drawings, but can be extended or modified as follows. A plurality of weight bodies 4 shown in the first embodiment may be connected in the lateral direction to form a high-weight anchor. The connecting member is not limited to the tie rods 7, 28, 29, and a shaped steel may be used. The present invention is not limited to anchors for mooring buoys, but can be widely applied to mooring of floating bodies in general.
Claims (5)
部材とを具備し、前記錘本体を水中に沈降させて、浮遊
設備などの浮体と前記連結部材との間に係留用条部材を
連結して前記浮体を係留する浮体係留用アンカーにおい
て、 前記錘本体を、鋼塊または鋼鉄スラブ或いは鉄板から形
成された単位錘体を1個または複数個合わせて結合して
構成したことを特徴とする浮体係留用アンカー。1. A weight member comprising: a weight main body; and a connecting member provided on the weight main body, wherein the weight main body is settled in water, and a mooring strip member is provided between a floating body such as a floating facility and the connecting member. Wherein the weight main body is formed by combining and combining one or more unit weights formed from a steel ingot, a steel slab, or an iron plate. Floating mooring anchor.
に開放する通し孔を有し、複数個の単位錘体はこの通し
孔に通された結合部材により結合されていることを特徴
とする請求項1記載の浮体係留用アンカー。2. The unit weight has a through hole which is opened outward through a slit, and the plurality of unit weights are connected by a connecting member passed through the through hole. The anchor for floating body mooring according to claim 1, wherein:
け止めのための止め部が設けられ、この止め部と単位錘
体との間には弾性部材が設けられていることを特徴とす
る請求項2記載の浮体係留用アンカー。3. A stop for preventing the unit weight from coming off at an end of the coupling member, and an elastic member is provided between the stop and the unit weight. The anchor for mooring a floating body according to claim 2, wherein
材と、この支持部材に設けられた支軸とを具備し、前記
連結部材は、前記支軸に回動可能に取り付けられている
ことを特徴とする請求項1ないし3のいずれかに記載の
浮体係留用アンカー。4. A support member sandwiched between the unit weights, and a support shaft provided on the support member, wherein the connection member is rotatably attached to the support shaft. The anchor for mooring a floating body according to any one of claims 1 to 3, wherein:
と、この支持部に設けられた支軸とを具備し、前記連結
部材は、前記支軸に回動可能に取り付けられていること
を特徴とする請求項1ないし3のいずれかに記載の浮体
係留用アンカー。5. A support unit formed integrally with the unit weight, and a support shaft provided on the support unit, wherein the connecting member is rotatably attached to the support shaft. The anchor for mooring a floating body according to any one of claims 1 to 3, wherein:
Priority Applications (1)
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JP2000010498A JP3179452B1 (en) | 2000-01-19 | 2000-01-19 | Manufacturing method of anchor for floating body mooring |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000010498A JP3179452B1 (en) | 2000-01-19 | 2000-01-19 | Manufacturing method of anchor for floating body mooring |
Publications (2)
Publication Number | Publication Date |
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JP3179452B1 JP3179452B1 (en) | 2001-06-25 |
JP2001199382A true JP2001199382A (en) | 2001-07-24 |
Family
ID=18538507
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Application Number | Title | Priority Date | Filing Date |
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JP2000010498A Expired - Lifetime JP3179452B1 (en) | 2000-01-19 | 2000-01-19 | Manufacturing method of anchor for floating body mooring |
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JP (1) | JP3179452B1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014081317A1 (en) * | 2012-11-23 | 2014-05-30 | Riser Support Systems | Anchor, method of installing a mid water arch with an anchor, use of an anchor, and a mid water arch system for flexible risers comprising an anchor |
CN110382344A (en) * | 2017-03-06 | 2019-10-25 | 智康风能Ip有限公司 | The gravity substrate that can be floated for the autonomous type being connect with the offshore installations that can be floated |
WO2023175402A1 (en) * | 2022-03-18 | 2023-09-21 | Gazelle Wind Power Limited | Disassemblable anchor and method of assembling a disassemblable anchor |
-
2000
- 2000-01-19 JP JP2000010498A patent/JP3179452B1/en not_active Expired - Lifetime
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014081317A1 (en) * | 2012-11-23 | 2014-05-30 | Riser Support Systems | Anchor, method of installing a mid water arch with an anchor, use of an anchor, and a mid water arch system for flexible risers comprising an anchor |
CN110382344A (en) * | 2017-03-06 | 2019-10-25 | 智康风能Ip有限公司 | The gravity substrate that can be floated for the autonomous type being connect with the offshore installations that can be floated |
CN110382344B (en) * | 2017-03-06 | 2022-03-18 | 智康风能Ip有限公司 | Autonomous floatable gravity base for connection to an offshore facility |
WO2023175402A1 (en) * | 2022-03-18 | 2023-09-21 | Gazelle Wind Power Limited | Disassemblable anchor and method of assembling a disassemblable anchor |
Also Published As
Publication number | Publication date |
---|---|
JP3179452B1 (en) | 2001-06-25 |
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