JP7209389B2 - concatenated structure - Google Patents

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JP7209389B2
JP7209389B2 JP2021147012A JP2021147012A JP7209389B2 JP 7209389 B2 JP7209389 B2 JP 7209389B2 JP 2021147012 A JP2021147012 A JP 2021147012A JP 2021147012 A JP2021147012 A JP 2021147012A JP 7209389 B2 JP7209389 B2 JP 7209389B2
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connecting portion
connection
tensile force
mooring
cross
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JP2022003212A (en
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安志 西本
佳樹 西村
好生 西野
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Shibata Industrial Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02TCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T10/00Road transport of goods or passengers
    • Y02T10/10Internal combustion engine [ICE] based vehicles
    • Y02T10/12Improving ICE efficiencies

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Description

この発明は連結構造体に関し、特に、岸壁等と船舶等とを連結する目的や、防護柵における水平ロープ材と支柱とを連結する目的に用いられる連結構造体に関するものである。 TECHNICAL FIELD The present invention relates to a connection structure, and more particularly to a connection structure used for the purpose of connecting a quay or the like and a ship or the like, or for the purpose of connecting a horizontal rope member and a support in a protective fence.

図12は従来の連結構造体の使用状態を示す概略図である。 FIG. 12 is a schematic diagram showing how a conventional connecting structure is used.

同図を参照して、海洋84上に浮かぶ複数の船舶83a~83cの各々は、岸壁85に所定間隔で固定設置された複数の係船柱86a~86cの各々と、ワイヤーロープ等の係留索87a~87cの各々及びこれの中間位置に配置接続された連結構造体81a~81cの各々を介して連結されている。 Referring to the figure, each of a plurality of ships 83a to 83c floating on an ocean 84 includes a plurality of mooring posts 86a to 86c fixedly installed on a quay wall 85 at predetermined intervals, and mooring ropes 87a such as wire ropes. 87c and each of the connecting structures 81a to 81c arranged and connected at intermediate positions thereof.

このようにして係留された船舶83a~83cの各々は、強風や荒波等により大きく動揺する場合があり、その際係留索87a~87cの各々に大きな引張力が加わる。このとき、後述するように連結構造体81a~81cの各々が引張力を緩和する緩衝機能を有することにより、係留索87a~87cが切断することを防止している。 Each of the ships 83a-83c moored in this manner may be greatly shaken by strong winds, rough seas, etc. At this time, a large tensile force is applied to each of the mooring ropes 87a-87c. At this time, as will be described later, each of the connecting structures 81a to 81c has a cushioning function to alleviate the tensile force, thereby preventing the mooring cables 87a to 87c from being cut.

次に、連結構造体81aの構造について説明する。 Next, the structure of the connecting structure 81a will be described.

図13は図12で示したXIII-XIIIラインの断面図である。 FIG. 13 is a cross-sectional view taken along line XIII--XIII shown in FIG.

図12及び図13を併せて参照して、連結構造体81aは外観形状が略円柱状であり両端部において係船柱86a側の係留索87aと船舶83a側の係留索87aとに接続されている。連結構造体81aの内部は、金属製の複数の環88a~88eが、隣接する環88同士が直接的に接触しないようにスペース90a~90dを設けた状態でゴム等の弾性体89に埋設されて構成されている。 12 and 13, the connecting structure 81a has a substantially cylindrical external shape and is connected at both ends to mooring ropes 87a on the mooring post 86a side and mooring ropes 87a on the ship 83a side. . Inside the connecting structure 81a, a plurality of metal rings 88a to 88e are embedded in an elastic body 89 such as rubber with spaces 90a to 90d provided to prevent the adjacent rings 88 from directly contacting each other. configured as follows.

これによって、図12で示した船舶83aの動揺によって係留索87aに引張力(矢印82a、82bの方向に加わる引張力)が加わった際には、主として環88a~88e間のスペース90a~90dに充填された弾性体89が引張力によって圧縮されて弾性変形し、それによって連結構造体81aの全体が伸びるように変形することで係留索87aに加わった引張力が緩衝され、係留索87aの切断が防止される。 As a result, when a tensile force (a tensile force applied in the directions of arrows 82a and 82b) is applied to the mooring cable 87a due to the rocking of the ship 83a shown in FIG. The filled elastic body 89 is compressed and elastically deformed by the tensile force, and as a result, the entire connecting structure 81a is deformed so as to stretch, thereby buffering the tensile force applied to the mooring cable 87a and cutting the mooring cable 87a. is prevented.

連結構造体の他の態様として、特許文献1には、係留索に加わる引張力をねじり変形して緩衝する弾性体と、引張力を弾性体に対するねじり力に変換するリンク機構とを組み合わせた係留用ダンパ装置が提案されている。 As another aspect of the connection structure, Patent Document 1 discloses a mooring structure that combines an elastic body that torsionally deforms and buffers tensile force applied to a mooring cable and a link mechanism that converts the tensile force into a torsional force on the elastic body. damper devices have been proposed.

又、特許文献2には、係留索に加わる引張力を、圧縮により変形することで緩衝する弾性体と、引張力を弾性体に対する圧縮力に変換するリンク機構とを組み合わせた係留用ダンパ装置が提案されている。 Further, Patent Document 2 discloses a mooring damper device that combines an elastic body that dampens a tensile force applied to a mooring cable by deforming it by compression and a link mechanism that converts the tensile force into a compressive force against the elastic body. Proposed.

特開平9-217330号公報JP-A-9-217330 特開平9-221734号公報JP-A-9-221734

しかしながら、上述した従来の連結構造体はいずれも、連結構造体の伸びる方向が一方向であるため、複数の船舶を係留する場合には個別に複数の連結構造体を必要とする問題が存在していた。 However, in all of the conventional connecting structures described above, since the connecting structure extends in one direction, when mooring a plurality of ships, there is a problem that a plurality of connecting structures are required individually. was

又、複数の方向に対応するため、連結構造体を弾性体そのものの環状体として連結した場合には、変形し易いために初期の小さな荷重でも係留索が動いてしまい、設計荷重を大きくすることが困難であった。 In addition, in order to cope with multiple directions, if the connecting structure is connected as an annular body of an elastic body itself, it is easy to deform, so the mooring rope moves even with a small initial load, increasing the design load. was difficult.

この発明は、上記のような課題を解決するためになされたもので、引張力への対応性が向上した連結構造体を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a connecting structure with improved resistance to tensile force.

上記の目的を達成するために、請求項1記載の発明は、対象物同士を連結するための連結構造体であって、対象物の一方に接続される第1接続部と、対象物の他方に接続される第2接続部と、第1接続部と第2接続部との間に配置接続される連結部とを備え、連結部は、第1接続部と第2接続部とが離れる方向が仮想水平面上である場合の、仮想水平面における断面形状が第1接続部と第2接続部との直線距離より長く、且つ、変形に伴って抵抗を生じる可撓性材料にて形成されるものである。 In order to achieve the above object, the invention according to claim 1 is a connection structure for connecting objects, comprising: a first connection part connected to one of the objects; and a connecting portion arranged and connected between the first connecting portion and the second connecting portion, wherein the connecting portion is arranged in a direction in which the first connecting portion and the second connecting portion are separated from each other. is on the virtual horizontal plane, the cross-sectional shape on the virtual horizontal plane is longer than the linear distance between the first connection part and the second connection part, and is formed of a flexible material that produces resistance with deformation is.

このように構成すると、第1接続部と第2接続部とが離れる方向に引張力が加わると、連結部の断面が直線状態に近づくように変形する。 With this configuration, when a tensile force is applied in a direction in which the first connecting portion and the second connecting portion are separated from each other, the cross section of the connecting portion is deformed so as to approach a linear state.

請求項記載の発明は、請求項記載の発明の構成において、連結部は、断面形状が4つ以上の頂点を有する多角形であって、第1の頂点とこれに隣接する頂点を除く第2の頂点とに第1接続部及び第2接続部の各々が接続されるものである。 The invention according to claim 2 is based on the configuration of the invention according to claim 1 , wherein the cross-sectional shape of the connecting part is a polygon having four or more vertices, and the first vertex and the vertices adjacent thereto are excluded. Each of the first connecting portion and the second connecting portion is connected to the second vertex.

このように構成すると、第1接続部と第2接続部とが離れる方向に引張力が加わると、第1の頂点及び第2の頂点以外の頂点において変形し易くなる。 With this configuration, when a tensile force is applied in a direction separating the first connecting portion and the second connecting portion, the vertices other than the first vertex and the second vertex are easily deformed.

請求項記載の発明は、請求項記載の発明の構成において、連結部は、断面形状がひし形となるように4つの板状体を一体化してなり、ひし形の4つの頂点のうち対頂点の一方に第1接続部及び第2接続部が配置されるものである。 According to a third aspect of the invention, in the structure of the first aspect of the invention, the connection part is formed by integrating four plate-like bodies so that the cross-sectional shape is a rhombus, and the opposite vertices of the four vertices of the rhombus A first connecting portion and a second connecting portion are arranged on one of the .

このように構成すると、引張力の加わる箇所を対称な位置関係とすることができる。 By configuring in this way, a symmetrical positional relationship can be achieved between the locations where the tensile force is applied.

請求項記載の発明は、請求項から請求項のいずれかに記載の発明の構成において、連結部は、その内方に、第1接続部と第2接続部とが離れる方向に引張力が加わった際に連結部の断面が直線状態に近づく変形に対して抵抗を生じる緩衝手段を備えたものである。 According to the invention of claim 4 , in the structure of the invention according to any one of claims 1 to 3 , the connecting part is internally pulled in a direction in which the first connecting part and the second connecting part are separated. It is provided with cushioning means that resists deformation in which the cross section of the connecting portion approaches a straight state when a force is applied.

このように構成すると、緩衝手段が変形に抵抗する。 So configured, the cushioning means resists deformation.

以上説明したように、請求項記載の発明は、第1接続部と第2接続部とが離れる方向に引張力が加わると、連結部の断面が直線状態に近づくように変形するため、変形に伴って引張力のエネルギーが吸収され、その衝撃が緩和される。 As described above, according to the first aspect of the invention, when a tensile force is applied in the direction in which the first connecting portion and the second connecting portion are separated from each other, the cross section of the connecting portion deforms so as to approach a straight line. The energy of the tensile force is absorbed along with this, and the impact is mitigated.

請求項記載の発明は、請求項記載の発明の効果に加えて、第1接続部と第2接続部とが離れる方向に引張力が加わると、第1の頂点及び第2の頂点以外の頂点において変形し易くなるため、連結部の緩衝機能が向上する。 According to the invention of claim 2 , in addition to the effect of the invention of claim 1 , when a tensile force is applied in the direction in which the first connection part and the second connection part are separated, the first vertex and the second vertex The buffering function of the connection portion is improved because the apex of the joint portion is easily deformed.

請求項記載の発明は、請求項記載の発明の効果に加えて、引張力の加わる箇所を対称な位置関係とすることができるため、連結部の緩衝機能の安定性が向上する。 In addition to the effects of the first aspect of the invention, the third aspect of the invention improves the stability of the cushioning function of the connecting portion because the locations to which the tensile force is applied can have a symmetrical positional relationship.

請求項記載の発明は、請求項から請求項のいずれかに記載の発明の効果に加えて、緩衝手段が変形に抵抗するため、連結部の緩衝機能が向上する。 According to the invention of claim 4 , in addition to the effects of the invention of any one of claims 1 to 3 , since the cushioning means resists deformation, the cushioning function of the connecting portion is improved.

この発明の第1の実施の形態による連結構造体の使用状態を示す概略図である。It is a schematic diagram showing a use state of the connecting structure according to the first embodiment of the present invention. この発明の第1の実施の形態による連結構造体の構造を示す概略図である。1 is a schematic diagram showing the structure of a connecting structure according to a first embodiment of the invention; FIG. 図2で示したIII-IIIラインの断面図である。3 is a cross-sectional view taken along line III-III shown in FIG. 2; FIG. 図2で示した連結構造体の他の態様を示す概略図であって、(1)は第3接続部を更に備えるものであって図1で示した“X”箇所に用いられるものであり、(2)は第4接続部を更に備えるものである。FIG. 3 is a schematic diagram showing another aspect of the connecting structure shown in FIG. 2, where (1) further comprises a third connecting portion and is used at the location "X" shown in FIG. 1; , (2) further comprises a fourth connector. この発明の第2の実施の形態による連結構造体の構造を示す概略図であって、図2に対応するものである。FIG. 3 is a schematic diagram showing the structure of a connecting structure according to a second embodiment of the invention, corresponding to FIG. 2; 図5で示した連結構造体の他の態様を示す概略図である。FIG. 6 is a schematic diagram showing another aspect of the connecting structure shown in FIG. 5; この発明の第3の実施の形態による連結構造体の構造を示す概略図であって、図2に対応するものである。FIG. 3 is a schematic diagram showing the structure of a connecting structure according to a third embodiment of the invention, corresponding to FIG. 2; この発明の第4の実施の形態による連結構造体の構造を示す概略図であって、図2に対応するものである。FIG. 4 is a schematic diagram showing the structure of a connecting structure according to a fourth embodiment of the invention, corresponding to FIG. 2; 図8で示した連結構造体の他の態様を示す概略図である。FIG. 9 is a schematic diagram showing another aspect of the connecting structure shown in FIG. 8; 図8で示した連結構造体の更に他の態様を示す概略図である。FIG. 9 is a schematic diagram showing still another aspect of the connecting structure shown in FIG. 8; この発明の各実施の形態による連結構造体の他の使用状態を示す正面図である。FIG. 4 is a front view showing another usage state of the connecting structure according to each embodiment of the present invention; 従来の連結構造体の使用状態を示す概略図である。FIG. 2 is a schematic diagram showing a state of use of a conventional connecting structure; 図12で示したXIII-XIIIラインの断面図である。13 is a cross-sectional view along line XIII-XIII shown in FIG. 12; FIG.

図1はこの発明の第1の実施の形態による連結構造体の使用状態を示す概略図である。 FIG. 1 is a schematic diagram showing how a connecting structure according to a first embodiment of the present invention is used.

同図を参照して、対象物の一方としての海洋4上に浮かぶ複数の船舶3a、3bは、対象物の他方としての岸壁5に固定設置された係船柱6と、ワイヤーロープ等の係留索7a~7c及び船舶3a、3bと係船柱6との中間位置に配置接続された連結構造体1(後述する連結構造体9)を介して同時に連結されている。即ち、対象物同士を連結する連結構造体1は、その端部において、係船柱6側の係留索7aと接続されると共に、船舶3a、3b側の係留索7b、7cと接続されている。 Referring to the figure, a plurality of ships 3a and 3b floating on the ocean 4 as one of the objects are provided with mooring posts 6 fixedly installed on a quay wall 5 as the other of the objects and mooring ropes such as wire ropes. 7a to 7c, the ships 3a and 3b, and the mooring post 6 are simultaneously connected via a connecting structure 1 (connecting structure 9 described later) arranged and connected at an intermediate position. That is, the connection structure 1 that connects the objects is connected at its end to the mooring rope 7a on the mooring post 6 side and to the mooring ropes 7b, 7c on the ships 3a, 3b side.

係留された船舶3a、3bの動揺により係留索7a~7cに引張力が加わった際には、後述するように連結構造体1が引張力を緩和する緩衝機能を有することにより、係留索7a~7cが切断することを防止している。 When a tensile force is applied to the mooring ropes 7a to 7c due to the swaying of the moored ships 3a and 3b, the mooring ropes 7a to 7c are pulled out by the connecting structure 1 having a buffering function to alleviate the tensile force, as will be described later. 7c is prevented from cutting.

次に、連結構造体の基本的な構成について説明する。 Next, the basic configuration of the connecting structure will be described.

図2はこの発明の第1の実施の形態による連結構造体の構造を示す概略図であり、図3は図2で示したIII-IIIラインの断面図である。 FIG. 2 is a schematic diagram showing the structure of the connecting structure according to the first embodiment of the invention, and FIG. 3 is a cross-sectional view taken along line III--III shown in FIG.

これらの図を参照して、連結構造体1は、金属製の環状体である第1接続部11と、同様に金属製の環状体である第2接続部12と、第1接続部11と第2接続部12とに鎖状に接続される金属製の円環状の連結部13と、連結部13の内周18全面に設けられた緩衝手段としてのゴム等の弾性体14とから主に構成されている。 With reference to these figures, the connection structure 1 includes a first connecting portion 11 that is a metal annular body, a second connecting portion 12 that is also a metal annular body, and the first connecting portion 11. It is mainly composed of a metallic ring-shaped connecting portion 13 connected to the second connecting portion 12 in a chain shape and an elastic body 14 such as rubber provided on the entire inner circumference 18 of the connecting portion 13 as a cushioning means. It is configured.

第1接続部11は、矢印15aの方向に位置する対象物の一方に接続される。又、第2接続部12は、矢印15bの方向に位置する対象物の他方に接続される。例えば図1で示した態様に対応すれば、第1接続部11は係船柱6に係留索7aを介して接続されることとなり、第2接続部12は船舶3a、3bのいずれかに係留索7b、7cのいずれかを介して接続されることとなる。更に、連結部13は、金属製であるため変形に抵抗する非弾性を有する。更に、第1接続部11及び第2接続部12は共に環状体であるため、連結部13の周方向(弾性体14の設けられている連結部13の内径)に沿って移動自在である。 The first connecting portion 11 is connected to one of the objects positioned in the direction of the arrow 15a. Also, the second connecting portion 12 is connected to the other of the objects positioned in the direction of the arrow 15b. For example, if it corresponds to the aspect shown in FIG. 1, the first connection part 11 will be connected to the mooring post 6 via the mooring line 7a, and the second connection part 12 will be connected to either of the ships 3a and 3b. It will be connected via either 7b or 7c. Furthermore, the connecting part 13 is made of metal and therefore has an inelasticity that resists deformation. Furthermore, since both the first connecting portion 11 and the second connecting portion 12 are annular bodies, they are movable along the circumferential direction of the connecting portion 13 (inner diameter of the connecting portion 13 where the elastic body 14 is provided).

このように構成することで、第1接続部11と第2接続部12とが離れる方向(矢印15a、15bの方向)に引張力が加わると、第1接続部11、連結部13及び第2接続部12が相対的に移動し、引張力の方向に対応した位置関係(図2の場合、これらが直線状に並んだ位置関係)に移行する。そして、第1接続部11及び第2接続部12が連結部13に及ぼす引張力は、弾性体14が圧縮され弾性変形することにより緩衝され、係留索の切断が防止される。 By configuring in this way, when a tensile force is applied in the direction in which the first connection portion 11 and the second connection portion 12 separate (directions of arrows 15a and 15b), the first connection portion 11, the connection portion 13, and the second connection portion 13 are pulled apart. The connecting portion 12 moves relatively, and shifts to a positional relationship corresponding to the direction of the tensile force (in the case of FIG. 2, these are aligned linearly). The tensile force exerted by the first connection portion 11 and the second connection portion 12 on the connection portion 13 is buffered by the elastic body 14 being compressed and elastically deformed, thereby preventing the mooring cable from being cut.

又、連結部13は変形に抵抗する非弾性を有するため、初期の小さな引張力が加わった際に連結構造体1自体が大きく伸びてしまうことを防止し、連結部13が弾性体そのものからなる場合に比して設計荷重を大きくすることができる。 In addition, since the connecting portion 13 has inelasticity that resists deformation, the connecting structure 1 itself is prevented from being greatly stretched when a small initial tensile force is applied, and the connecting portion 13 is made of an elastic body itself. The design load can be increased compared to the case.

又、連結部13が円環状であることにより、連結部13の周方向のどの位置であっても、第1接続部11や第2接続部12の周方向の移動に要する抵抗が一定となるため、第1接続部11や第2接続部12が移動し易く、使用勝手が向上する。 In addition, since the connecting portion 13 has an annular shape, the resistance required to move the first connecting portion 11 and the second connecting portion 12 in the circumferential direction is constant regardless of the position of the connecting portion 13 in the circumferential direction. Therefore, the first connection portion 11 and the second connection portion 12 are easily moved, and usability is improved.

次に、図4は図2で示した連結構造体の他の態様を示す概略図であって、(1)は第3接続部を更に備えるものであって図1で示した“X”箇所に用いられるものであり、(2)は第4接続部を更に備えるものである。 Next, FIG. 4 is a schematic diagram showing another aspect of the connecting structure shown in FIG. (2) further comprises a fourth connecting portion.

まず同図の(1)を参照して、連結構造体9は、図2で示した連結構造体1と基本的に同様の構成であり、第3接続部16を付加したものである。第3接続部16は、第1接続部11又は第2接続部12と基本的に同様の構成であり、図1に示したように船舶3bに係留索7cを介して接続されている。 First, referring to (1) of FIG. 2, the connecting structure 9 has basically the same configuration as the connecting structure 1 shown in FIG. The third connection portion 16 has basically the same configuration as the first connection portion 11 or the second connection portion 12, and is connected to the ship 3b via the mooring cable 7c as shown in FIG.

これによって、引張力が矢印15a~15cの3つの方向から加わった場合でも、第1接続部11、連結部13、第2接続部12及び第3接続部16が相対的に移動し、引張力の方向に対応した位置関係(同図の(1)の場合、連結部13を中心として第1接続部11と第2接続部12と第3接続部16とが互いに120°離れた状態)に移行し弾性体14によって引張力を緩衝する。 As a result, even when a tensile force is applied from the three directions of arrows 15a to 15c, the first connecting portion 11, the connecting portion 13, the second connecting portion 12, and the third connecting portion 16 move relatively, and the tensile force (in the case of (1) in the figure, the first connection portion 11, the second connection portion 12, and the third connection portion 16 are separated from each other by 120° with the connection portion 13 as the center) The elastic body 14 buffers the tensile force.

又、同図の(2)を参照して、連結構造体10は、上述した連結構造体9と基本的に同様の構成であり、更に第4接続部17(第3接続部16と同様の構成)を付加したものである。 Further, referring to (2) of the same figure, the connection structure 10 has basically the same configuration as the above-described connection structure 9, and further includes a fourth connection portion 17 (similar to the third connection portion 16). configuration) is added.

これによって、連結構造体10は、引張力が矢印15a~15dの4つの方向から加わった場合でも、引張力の方向に対応した位置関係(同図の(2)の場合、連結部13を中心として第1接続部11と第2接続部12と第3接続部16と第4接続部17とが互いに90°離れた状態)に移行し対応することが可能である。 As a result, even when the tensile force is applied from the four directions of the arrows 15a to 15d, the connecting structure 10 has a positional relationship corresponding to the direction of the tensile force (in the case of (2) in the figure, the connecting part 13 is the center). , the first connection portion 11, the second connection portion 12, the third connection portion 16, and the fourth connection portion 17 are separated from each other by 90°).

このように、この発明の第1の実施の形態による連結構造体1は、連結構造体1に作用する種々の方向の引張力に対応することができるものである。 Thus, the connecting structure 1 according to the first embodiment of the present invention can cope with tensile forces acting on the connecting structure 1 in various directions.

又、弾性体14は連結部13側に設けられているため、連結部13に、第2接続部12に加え弾性体14が設けられていない他の接続部(第3接続部16や第4接続部17を含む。)を接続することが容易となるため、連結部13に第2接続部12に加え他の接続部が接続される場合にコスト面で有利となる。 Further, since the elastic body 14 is provided on the connecting portion 13 side, in addition to the second connecting portion 12, the connecting portion 13 includes other connecting portions (the third connecting portion 16 and the fourth connecting portion 16 and the fourth connecting portion) where the elastic body 14 is not provided. (including the connecting portion 17) can be easily connected, which is advantageous in terms of cost when other connecting portions are connected to the connecting portion 13 in addition to the second connecting portion 12 .

次に、図5はこの発明の第2の実施の形態による連結構造体の構造を示す概略図であって、図2に対応するものである。 Next, FIG. 5 is a schematic diagram showing the structure of a connecting structure according to a second embodiment of the invention, corresponding to FIG.

この連結構造体20の構造は第1の実施の形態による連結構造体1と基本的に同様であるため、相違点を中心に以下説明する。 Since the structure of this connecting structure 20 is basically the same as that of the connecting structure 1 according to the first embodiment, the differences will be mainly described below.

同図を参照して、連結構造体20において、緩衝手段としての弾性体24a、24bは、第1接続部21の内周の連結部23側の半分の面、及び、第2接続部22の内周の連結部23側の半分の面に設けられている。 With reference to the figure, in the connecting structure 20, elastic bodies 24a and 24b as cushioning means are provided on the half surface of the inner circumference of the first connecting portion 21 on the side of the connecting portion 23 and the second connecting portion 22. It is provided on the half surface of the inner periphery on the connecting portion 23 side.

これによって、上述した連結構造体1と同様に、引張力15a、15bが加わった際に第1接続部21及び第2接続部22が連結部23に及ぼす引張力が弾性体24a、24bにより緩衝されるため、連結構造体に作用する種々の方向の引張力に対応することができる。 As a result, similar to the connection structure 1 described above, when the tensile forces 15a and 15b are applied, the tensile force exerted by the first connection portion 21 and the second connection portion 22 on the connection portion 23 is buffered by the elastic bodies 24a and 24b. Therefore, it is possible to cope with tensile forces acting on the connecting structure in various directions.

又、弾性体24a、24bが第1接続部21及び第2接続部22側に設けられていることにより、連結部23には複数の接続部(第1接続部21、第2接続部22等)が接続されるのに対し、第1接続部21及び第2接続部22の各々は連結部23のみと接続されるので、設置後に使用を続け弾性体24が劣化した際には、連結構造体20全体を分解することなく劣化した弾性体24が設けられた第1接続部21又は第2接続部22のみを交換すれば良く、補修が容易となるため、コスト面で有利となる。 In addition, since the elastic bodies 24a and 24b are provided on the side of the first connection portion 21 and the second connection portion 22, the connection portion 23 has a plurality of connection portions (the first connection portion 21, the second connection portion 22, etc.). ) are connected, whereas each of the first connection portion 21 and the second connection portion 22 is connected only to the connection portion 23, when the elastic body 24 deteriorates due to continued use after installation, the connection structure Only the first connecting portion 21 or the second connecting portion 22 provided with the deteriorated elastic body 24 can be replaced without disassembling the entire body 20, which facilitates repair and is advantageous in terms of cost.

次に、図6は図5で示した連結構造体の他の態様を示す概略図である。 Next, FIG. 6 is a schematic diagram showing another aspect of the connecting structure shown in FIG.

この連結構造体25の構造は、第2の実施の形態による連結構造体20と基本的に同様であるため、相違点を中心に以下説明する。 Since the structure of this connecting structure 25 is basically the same as that of the connecting structure 20 according to the second embodiment, the differences will be mainly described below.

同図を参照して、連結構造体25において、弾性体24a~24dの各々は、第1接続部21、第2接続部22、第3接続部26及び第4接続部27の内周全面に設けられている。そのため、これらの接続部が不用意に回転する事態が生じても連結構造体25の緩衝機能が損なわれることを防止し、連結構造体25の安定性が向上している。 Referring to the figure, in the connecting structure 25, each of the elastic bodies 24a to 24d is provided on the entire inner circumference of the first connecting portion 21, the second connecting portion 22, the third connecting portion 26 and the fourth connecting portion 27. is provided. Therefore, even if these connecting portions are rotated inadvertently, the shock-absorbing function of the connecting structure 25 is prevented from being impaired, and the stability of the connecting structure 25 is improved.

又、連結部29は楕円環状である。これによって、同図に示すように第1接続部21と第2接続部22とが連結部29の楕円の短軸位置に接続される場合、長軸位置(同図では第3接続部26及び第4接続部27の位置関係)に接続される場合に比して緩衝できるエネルギーが大きくなる。即ち、連結部29における第1接続部21及び第2接続部22の接続される位置によって、同じ引張力でも変形の程度が異なるものとなるため、連結しようとする対象物への対応性が向上する。例えば、重量の異なる船舶を対象物とするとき、重量に応じて接続位置を変更して対応することが可能である。 Also, the connecting portion 29 has an elliptical ring shape. As a result, when the first connecting portion 21 and the second connecting portion 22 are connected to the short axis position of the ellipse of the connecting portion 29 as shown in FIG. The amount of energy that can be buffered is greater than in the case of connection in the positional relationship of the fourth connection portion 27). That is, even with the same tensile force, the degree of deformation varies depending on the positions at which the first connecting portion 21 and the second connecting portion 22 are connected in the connecting portion 29, so the responsiveness to the objects to be connected is improved. do. For example, when ships with different weights are targeted, it is possible to change the connection position according to the weight.

次に、図7はこの発明の第3の実施の形態による連結構造体の構造を示す概略図であって、図2に対応するものである。 Next, FIG. 7 is a schematic diagram showing the structure of a connecting structure according to a third embodiment of the invention, corresponding to FIG.

この連結構造体30の構造は、第1の実施の形態による連結構造体10と基本的に同様である。 The structure of this connecting structure 30 is basically the same as that of the connecting structure 10 according to the first embodiment.

同図を参照して、対象物の一(図1で示した係船柱6に対応)に接続される第1接続部31と、対象物の他(図1で示した船舶3a、3b等に対応)に接続される3つの他の接続部(第2接続部32、第3接続部36及び第4接続部37)と、第1接続部31、第2接続部32、第3接続部36及び第4接続部37の各々に鎖状に接続される連結部33と、第1接続部31、第2接続部32、第3接続部36及び第4接続部37の各々と連結部33との間にスペース38a~38dを設けた状態で連結部33並びに第1接続部31、第2接続部32、第3接続部36及び第4接続部37の各々の一部が埋設される弾性体34とから主に構成されている。 Referring to the figure, a first connecting portion 31 connected to one of the objects (corresponding to the mooring pole 6 shown in FIG. 1) and other objects (ships 3a, 3b etc. shown in FIG. 1) corresponding), three other connection portions (second connection portion 32, third connection portion 36 and fourth connection portion 37), and first connection portion 31, second connection portion 32 and third connection portion 36 and the connecting portion 33 connected to each of the fourth connecting portions 37 in a chain shape, and each of the first connecting portion 31, the second connecting portion 32, the third connecting portion 36 and the fourth connecting portion 37 and the connecting portion 33 An elastic body in which a part of each of the connecting part 33 and the first connecting part 31, the second connecting part 32, the third connecting part 36 and the fourth connecting part 37 is embedded with spaces 38a to 38d provided between 34.

このように構成すると、第1接続部31と他の接続部32、36、37の各々とが離れる方向(同図の矢印15a~15dで示す方向)に引張力が加わると、主にスペース38a~38dに充填された弾性体34が圧縮され弾性変形することで引張力が緩衝されるため、複数の対象物を同時に連結することが可能となる。又、第1接続部31、他の接続部32、36、37及び連結部33の位置関係が弾性体34により固定され全体的に保護されるため、連結部33の耐久力が向上する。 With this configuration, when a tensile force is applied in the direction in which the first connecting portion 31 and each of the other connecting portions 32, 36, and 37 separate (directions indicated by arrows 15a to 15d in the figure), the space 38a is mainly displaced. ∼38d is compressed and elastically deformed to buffer the tensile force, so that a plurality of objects can be connected at the same time. In addition, since the positional relationship of the first connecting portion 31, the other connecting portions 32, 36, 37, and the connecting portion 33 is fixed by the elastic body 34 and the whole is protected, the durability of the connecting portion 33 is improved.

次に、図8はこの発明の第4の実施の形態による連結構造体の構造を示す概略図であって、図2に対応するものである。 Next, FIG. 8 is a schematic diagram showing the structure of a connecting structure according to a fourth embodiment of the invention, corresponding to FIG.

この連結構造体40は、第1の実施の形態による連結構造体1と同様の場面で使用される。 This connecting structure 40 is used in the same situation as the connecting structure 1 according to the first embodiment.

同図を参照して、連結構造体40は、断面形状がひし形となるように4つの板状体42a~42dを組み合わせ、隣接する板状体42a~42dの端部同士を固定具43a~43dで固定することで一体化してなる連結部45と、連結部45のひし形の4つの頂点位置に形成された係止部46a~46dとから主に構成されている。 Referring to the figure, a connecting structure 40 is formed by combining four plate-like bodies 42a to 42d so as to have a rhombic cross-sectional shape, and fixing the ends of adjacent plate-like bodies 42a to 42d to each other with fasteners 43a to 43d. and locking portions 46 a to 46 d formed at the four apexes of the rhombus of the connecting portion 45 .

同図の場合、係止部46aが第1接続部に相当し、又、係止部46aと隣接しない頂点位置(対頂点の位置)にある係止部46bが第2接続部に相当する。そのため、第1接続部(係止部46a)と第2接続部(係止部46b)との間に配置接続される連結部45は、断面形状がひし形であり、第1接続部と第2接続部との直線距離より長く構成されている。 In the figure, the locking portion 46a corresponds to the first connecting portion, and the locking portion 46b at the vertex position (opposite vertex position) not adjacent to the locking portion 46a corresponds to the second connecting portion. Therefore, the connecting portion 45 arranged and connected between the first connecting portion (locking portion 46a) and the second connecting portion (locking portion 46b) has a rhombic cross-sectional shape, and the first connecting portion and the second connecting portion It is configured to be longer than the linear distance to the connecting portion.

又、連結部45を構成する板状体42a~42dは、変形に伴って抵抗を生じる可撓性材料にて形成されている。 The plate-like members 42a to 42d forming the connecting portion 45 are made of a flexible material that generates resistance as it deforms.

したがって、同図の矢印15a、15bで示すように、第1接続部(係止部46a)と第2接続部(係止部46b)とが離れる方向に引張力が加わると、連結部45の断面が直線状態に近づくように変形するため、変形に伴って引張力のエネルギーが吸収され、その衝撃が緩和される。 Therefore, as indicated by arrows 15a and 15b in FIG. Since the cross section is deformed so as to approach a straight state, the energy of the tensile force is absorbed along with the deformation, and the impact is mitigated.

更に、連結部45の断面形状をひし形としたことにより、引張力の加わる箇所を対称な位置関係とすることができるため、連結部45の緩衝機能の安定性が向上する。 Furthermore, since the cross-sectional shape of the connecting portion 45 is a rhombus, the positions to which the tensile force is applied can be made symmetrical, so that the stability of the cushioning function of the connecting portion 45 is improved.

次に、図9は図8で示した連結構造体の他の態様を示す概略図である。 Next, FIG. 9 is a schematic diagram showing another aspect of the connecting structure shown in FIG.

この連結構造体41の構造は、第4の実施の形態による連結構造体40と基本的に同様であるため、相違点を中心に以下説明する。尚、図8で示した固定具43a~43d及び係止部46a~46dの描写は繰り返さない。 Since the structure of this connecting structure 41 is basically the same as that of the connecting structure 40 according to the fourth embodiment, differences will be mainly described below. The depiction of the fixtures 43a-43d and locking portions 46a-46d shown in FIG. 8 will not be repeated.

同図を参照して、連結部45は、その内方に、第1接続部と第2接続部とが離れる方向(同図の矢印15a、15bで示す方向)に引張力が加わった際に連結部45の断面が直線状態に近づく変形(同図の矢印50a、50bで示す方向)に対して抵抗を生じる緩衝手段としての弾性体48を備えている。弾性体48は、コスト面を考慮して設けられた開口49部分を除いて、連結部45の内方に充填されている。 Referring to the figure, when a tensile force is applied to the inside of the connecting portion 45 in the direction in which the first connecting portion and the second connecting portion separate (directions indicated by arrows 15a and 15b in the same figure), The connecting portion 45 has an elastic body 48 as a cushioning means that generates resistance against deformation (directions indicated by arrows 50a and 50b in the figure) in which the cross section of the connecting portion 45 approaches a linear state. The elastic body 48 is filled inside the connecting portion 45 except for an opening 49 provided in consideration of cost.

これによって、緩衝手段としての弾性体48が変形に抵抗するため、連結部45の緩衝機能が向上する。 As a result, the elastic body 48 as a cushioning means resists deformation, so that the cushioning function of the connecting portion 45 is improved.

次に、図10は図8で示した連結構造体の更に他の態様を示す概略図である。 Next, FIG. 10 is a schematic diagram showing still another aspect of the connecting structure shown in FIG.

この連結構造体51の構造は、第4の実施の形態による連結構造体41と基本的に同様であるため、相違点を中心に以下説明する。 Since the structure of this connecting structure 51 is basically the same as that of the connecting structure 41 according to the fourth embodiment, the differences will be mainly described below.

同図を参照して、連結部45のひし形の対向する頂点を結ぶように緩衝手段としてのスプリング52が設けられている。スプリング52は、上述した連結構造体41における弾性体48と同様の作用効果を奏する。 Referring to the figure, a spring 52 is provided as a cushioning means so as to connect the facing apexes of the rhombus of the connecting portion 45 . The spring 52 has the same effect as the elastic body 48 in the connecting structure 41 described above.

以上説明したように、本発明の連結構造体は、連結構造体に作用する種々の方向の引張力に対応することができ、引張力への対応性が向上したものである。したがって、図1で示したような複数の船舶、浮体構造物、浮遊式防舷材等を同時に係留する場面で好適に用いることができる。又、次に説明するような砂防ダム等における雪崩、落石等に対する防護柵においても好適に用いることができる。 As described above, the connecting structure of the present invention can withstand tensile forces acting on the connecting structure in various directions, and has improved responsiveness to tensile forces. Therefore, it can be suitably used when simultaneously mooring a plurality of ships, floating structures, floating fenders, etc. as shown in FIG. In addition, it can also be suitably used in protective fences against avalanches, falling rocks, etc., at erosion control dams, etc., as described below.

図11はこの発明の各実施の形態による連結構造体の他の使用状態を示す正面図である。 FIG. 11 is a front view showing another state of use of the connecting structure according to each embodiment of the present invention.

同図を参照して、砂防ダム55の上流側法面58a、58bに垂直方向(正面視上下方向)に設けられたスリット部57において、雪崩、落石等に対する防護柵56が設置されている。防護柵56にあっては、上流側法面58a、58bの各々に、スリット部57に沿うように固定基材59a、59bが取り付けられている。又、スリット部57を水平方向に跨ぐように、水平ロープ材等の索条体の横材61が垂直方向所定間隔で複数配置され、複数の横材61の各々の両端は固定基材59a、59bに対して連結構造体60a、60cを用いて連結されている。更に、複数の横材61と交差するように垂直方向に延びる支柱としての縦材62が水平方向所定間隔で複数配置され、複数の横材61の各々の中間位置において、横材61と縦材62とが連結構造体60bを用いて連結されている。 With reference to the figure, a protective fence 56 against avalanches, falling rocks, etc. is installed in slits 57 provided in the upstream slopes 58a and 58b of the erosion control dam 55 in the vertical direction (vertical direction when viewed from the front). In the protection fence 56 , fixed base materials 59 a and 59 b are attached to the upstream slopes 58 a and 58 b along the slit portion 57 . In addition, a plurality of horizontal members 61 of a cable body such as horizontal rope members are arranged at predetermined intervals in the vertical direction so as to straddle the slit portion 57 in the horizontal direction. 59b using connecting structures 60a and 60c. Further, a plurality of vertical members 62 are arranged at predetermined intervals in the horizontal direction so as to intersect with the plurality of horizontal members 61 and serve as columns extending vertically. 62 are connected using a connecting structure 60b.

連結構造体60a~60cの各々は上述した本発明の各実施の形態による連結構造体であるため、交差する横材61と縦材62とを同時に連結することができ、設計荷重を大きくすることができるため防護柵56に対して雪崩、落石、土石流等が衝突した際の衝撃を効果的に緩和することができる。 Since each of the connecting structures 60a to 60c is a connecting structure according to the above-described embodiments of the present invention, the crossing horizontal member 61 and vertical member 62 can be connected at the same time, and the design load can be increased. Therefore, the impact when an avalanche, falling rocks, debris flow, or the like collides with the protective fence 56 can be effectively mitigated.

尚、上記の各実施の形態では、第1接続部、第2接続部、他の接続部及び連結部が特定の素材からなる特定形状のものであったが、他の素材からなるものであっても良い。又、他の形状であっても良い。 In each of the above embodiments, the first connecting portion, the second connecting portion, the other connecting portion, and the connecting portion are made of specific materials and have specific shapes. can be Also, other shapes may be used.

又、上記の各実施の形態では、緩衝手段はゴム等の弾性体やスプリングであったが、第1接続部と第2接続部とが離れる方向に引張力が加わった際に、第1接続部及び第2接続部が連結部に及ぼす引張力を緩衝する緩衝機能を有するものであれば他のものであっても良い。 In each of the above-described embodiments, the cushioning means is an elastic body such as rubber or a spring. Any other material may be used as long as it has a buffering function for buffering the tensile force exerted on the connecting part by the part and the second connecting part.

更に、上記の各実施の形態では、船舶を洋上に係留する場面や砂防ダムの防護柵において連結構造体を用いていたが、使用場所はこれらに限定されない。 Furthermore, in each of the above-described embodiments, the connection structure is used in the mooring of the ship on the sea or in the protection fence of the erosion control dam, but the place of use is not limited to these.

更に、上記の第1の実施の形態では、連結部の内周全面に弾性体が設けられていたが、内周とは、上述した引張力が加わった際に連結部において第1接続部及び第2接続部が接触する面を少なくとも含んでいれば良い。 Furthermore, in the above-described first embodiment, the elastic body is provided on the entire inner circumference of the connecting portion. It suffices that at least the surface with which the second connecting portion contacts is included.

更に、上記の各実施の形態では、接続部と対象物とが係留索を介して接続されていたが、これらは係留索以外の手段で接続されていても良いし、直接的に接続しても良い。 Furthermore, in each of the above embodiments, the connection portion and the object are connected via the mooring rope, but they may be connected by means other than the mooring rope, or they may be directly connected. Also good.

更に、上記の第1から第3の実施の形態では、第1接続部及び第2接続部に加えて他の接続部が付加された態様が存在していたが、第1接続部及び第2接続部が存在すれば本発明に含まれる。又、他の接続部の個数は限定されない。 Furthermore, in the above-described first to third embodiments, there was a mode in which another connecting portion was added in addition to the first connecting portion and the second connecting portion. If a connection exists, it is included in the present invention. Also, the number of other connection portions is not limited.

更に、上記の第1、第2の実施の形態では、第1接続部、第2接続部及び他の接続部が連結部の周方向に沿って移動自在であったが、これらは引張力への対応に必要な範囲で移動自在であれば良い。例えば、図4の(1)に示した態様において、第2接続部と第3接続部とが絡みあうことを防止する目的で、各々の移動自在な範囲を制限するように、連結部の内周面において周方向120°毎に内方に突出する凸部が形成されていても良い。 Furthermore, in the above-described first and second embodiments, the first connecting portion, the second connecting portion and other connecting portions are movable along the circumferential direction of the connecting portion. It suffices if it is movable within a range necessary for handling the above. For example, in the embodiment shown in (1) of FIG. 4 , for the purpose of preventing the second connection portion and the third connection portion from entangling each other, the inside of the connection portion is configured to limit the movable range of each. Inwardly protruding portions may be formed on the peripheral surface at intervals of 120° in the peripheral direction.

更に、上記の第1、第2の実施の形態では、第1接続部、第2接続部及び他の接続部が連結部の周方向に沿って移動自在であったが、例えば第1接続部の接続位置が固定されたものもこれらの接続部の位置関係が相対的に移動するため実質的に発明の概念に含まれる。 Furthermore, in the above-described first and second embodiments, the first connecting portion, the second connecting portion, and other connecting portions are movable along the circumferential direction of the connecting portion. A fixed connection position is also substantially included in the concept of the invention because the positional relationship between these connection portions moves relatively.

更に、上記の第1、第2の実施の形態では、連結部か、第1接続部及び第2接続部かの一方に緩衝手段が設けられていたが、連結部及び各接続部の全てに緩衝手段が設けられていても良い。 Furthermore, in the above-described first and second embodiments, one of the connecting portion or the first connecting portion and the second connecting portion is provided with the buffering means. A cushioning means may be provided.

更に、上記の各実施の形態では、各接続部、連結部及び係止部は単なる環状であったが、スタッドリンク状であっても良い。 Furthermore, in each of the above-described embodiments, each connecting portion, connecting portion and locking portion are simply ring-shaped, but they may be stud-linked.

更に、上記の各実施の形態では、連結部は円環状又は楕円環状であったが、環状であれば円環状や楕円環状でなくとも良い。又、第3、第4の実施の形態にあっては、連結部は環状でなくとも良い。 Furthermore, in each of the above-described embodiments, the connecting portion has an annular or elliptical ring shape, but it does not have to be an annular or elliptical ring as long as it is annular. Also, in the third and fourth embodiments, the connecting portion need not be annular.

更に、上記の第2の実施の形態では、弾性体は第1接続部及び第2接続部の特定箇所に設けられていたが、少なくとも一部に設けられていれば良い。 Furthermore, in the above-described second embodiment, the elastic bodies are provided at specific locations of the first connecting portion and the second connecting portion, but it is sufficient that they are provided at least partially.

更に、上記の第3の実施の形態では、他の接続部は3つ存在していたが、個数は使用用途に応じて適宜変更可能であり、少なくとも2つあれば良い。他の接続部が3つ以上存在する場合には、第2接続部及び第3接続部に相当する構成要素が存在すれば本発明に含まれる。 Furthermore, in the above-described third embodiment, there are three other connecting portions, but the number can be appropriately changed according to the intended use, and at least two are sufficient. In the case where there are three or more other connection parts, it is included in the present invention as long as there are constituent elements corresponding to the second connection part and the third connection part.

更に、上記の各実施の形態では、連結部は1つであったが、複数の連結部を用いても良い。 Furthermore, in each of the embodiments described above, there is one connecting portion, but a plurality of connecting portions may be used.

更に、上記の第4の実施の形態では、係止部が第1接続部及び第2接続部であって特定の形状であったが、他の形状であっても良い。 Furthermore, in the above-described fourth embodiment, the locking portions are the first connecting portion and the second connecting portion and have specific shapes, but they may have other shapes.

更に、上記の第4の実施の形態では、弾性体が連結部の内方に充填されていたが、少なくとも連結部の内方に充填されていれば良く、例えば連結部が弾性体に埋設されていても良い。 Furthermore, in the above-described fourth embodiment, the elastic body is filled inside the connecting portion, but it is sufficient that it is filled at least inside the connecting portion. It's okay to be there.

更に、上記の第4の実施の形態では、係止部のうち対頂点の一方の位置を第1接続部及び第2接続部としていたが、対頂点の他方の位置を第1接続部及び第2接続部としても良い。又、全ての係止部を第1から第4の接続部としても良い。 Furthermore, in the above-described fourth embodiment, the position of one of the paired vertices of the locking portion is the first connection portion and the second connection portion, but the other position of the pair of vertices is the first connection portion and the second connection portion. It is good also as a 2 connection part. Also, all the engaging portions may be the first to fourth connecting portions.

更に、上記の第4の実施の形態では、連結部は特定形状のものであったが、連結部は、第1接続部と第2接続部との間に配置接続され、断面形状が第1接続部と第2接続部との直線距離より長く、且つ、変形に伴って抵抗を生じる可撓性材料にて形成されるものであれば良い。又、4つの板状体を一体化したものでなくとも良い。 Furthermore, in the above-described fourth embodiment, the connecting portion has a specific shape, but the connecting portion is arranged and connected between the first connecting portion and the second connecting portion, and has a cross-sectional shape of the first connecting portion. Any material may be used as long as it is longer than the linear distance between the connecting portion and the second connecting portion and is formed of a flexible material that generates resistance as it deforms. Moreover, it is not necessary to integrate four plate-like bodies.

このとき、連結部は、断面形状が4つ以上の頂点を有する多角形であって、第1の頂点とこれに隣接する頂点を除く第2の頂点とに第1接続部及び第2接続部の各々が接続されるものも他の態様として好ましい。 At this time, the connecting portion is a polygon having a cross-sectional shape of four or more vertices, and the first connecting portion and the second connecting portion are connected to the first vertex and the second vertex excluding the adjacent vertex. are preferably connected to each other as another aspect.

このように構成した場合、第1接続部と第2接続部とが離れる方向に引張力が加わると、第1の頂点及び第2の頂点以外の頂点において変形し易くなるため、連結部の緩衝機能が向上する。 When configured in this manner, when a tensile force is applied in the direction in which the first connecting portion and the second connecting portion separate, the vertices other than the first vertex and the second vertex are likely to be deformed. Improve functionality.

更に、上記の第4の実施の形態では、板状体(変形に伴って抵抗を生じる可撓性材料からなるものであって、例えば金属製や合成樹脂製)が露出して使用されていたが、耐摩耗性、耐腐食性を上げるために、板状体にゴムを被覆しても良い。 Furthermore, in the above-described fourth embodiment, the plate-like body (made of a flexible material that generates resistance with deformation, such as metal or synthetic resin) is exposed and used. However, in order to increase wear resistance and corrosion resistance, the plate-like body may be coated with rubber.

1、9、10、20、25、30、40、41、51、60…連結構造体
3…船舶
6…係船柱
11、21、31…第1接続部
12、22、32…第2接続部
13、23、29、33、45…連結部
14、24、34、48…弾性体
16、26、36…第3接続部
17、27、37…第4接続部
18、28…内周
38…スペース
42…板状体
46…係止部
52…スプリング
59…固定基材
61…横材
62…縦材
尚、各図中同一符号は同一又は相当部分を示す。
DESCRIPTION OF SYMBOLS 1, 9, 10, 20, 25, 30, 40, 41, 51, 60... Connection structure 3... Ship 6... Mooring post 11, 21, 31... 1st connection part 12, 22, 32... 2nd connection part 13, 23, 29, 33, 45... Connecting portion 14, 24, 34, 48... Elastic body 16, 26, 36... Third connecting part 17, 27, 37... Fourth connecting part 18, 28... Inner circumference 38... Space 42 Plate-like body 46 Engagement portion 52 Spring 59 Fixed base material 61 Horizontal member 62 Vertical member In each drawing, the same reference numerals indicate the same or corresponding parts.

Claims (4)

対象物同士を連結するための連結構造体であって、
前記対象物の一方に接続される第1接続部と、
前記対象物の他方に接続される第2接続部と、
前記第1接続部と前記第2接続部との間に配置接続される連結部とを備え、
前記連結部は、前記第1接続部と前記第2接続部とが離れる方向が仮想水平面上である場合の、前記仮想水平面における断面形状が前記第1接続部と前記第2接続部との直線距離より長く、且つ、変形に伴って抵抗を生じる可撓性材料にて形成される、連結構造体。
A connection structure for connecting objects,
a first connecting portion connected to one of the objects;
a second connecting portion connected to the other of the objects;
a connecting portion arranged and connected between the first connecting portion and the second connecting portion;
The connecting portion has a cross-sectional shape on the imaginary horizontal plane that is a straight line between the first connecting portion and the second connecting portion when the direction in which the first connecting portion and the second connecting portion separate is on the imaginary horizontal plane. A connecting structure that is longer than the distance and formed of a flexible material that produces resistance as it deforms.
前記連結部は、前記断面形状が4つ以上の頂点を有する多角形であって、第1の頂点とこれに隣接する頂点を除く第2の頂点とに前記第1接続部及び前記第2接続部の各々が接続される、請求項1記載の連結構造体。 The connecting portion has a polygonal cross-sectional shape with four or more vertices, and the first connecting portion and the second connecting portion are connected to the first vertex and the second vertex excluding the adjacent vertex. 2. The linked structure of claim 1, wherein each of the sections are connected. 前記連結部は、前記断面形状がひし形となるように4つの板状体を一体化してなり、前記ひし形の4つの頂点のうち対頂点の一方に前記第1接続部及び前記第2接続部が配置される、請求項1記載の連結構造体。 The connecting portion is formed by integrating four plate-like bodies so that the cross-sectional shape is a rhombus, and the first connecting portion and the second connecting portion are provided at one of the four vertices of the rhombus, one of the opposite vertices. 3. The linked structure of claim 1, disposed. 前記連結部は、その内方に、前記第1接続部と前記第2接続部とが離れる方向に引張力が加わった際に前記連結部の前記断面が直線状態に近づく変形に対して抵抗を生じる緩衝手段を備えた、請求項1から請求項3のいずれかに記載の連結構造体。 The connecting portion resists deformation in which the cross section of the connecting portion approaches a linear state when a tensile force is applied to the inside thereof in a direction in which the first connecting portion and the second connecting portion are separated. 4. Linked structure according to any one of claims 1 to 3, comprising a resulting damping means.
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US5524566A (en) 1994-09-19 1996-06-11 Rapa; Paul J. Dock line shock absorber
JP2000062684A (en) 1998-08-24 2000-02-29 Meiji Rubber & Chem Co Ltd Shock absorber
JP2005313849A (en) 2004-04-30 2005-11-10 Shibata Ind Co Ltd Undersea fence

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