JP2009012620A - Connection structure and floating structure equipped therewith - Google Patents

Connection structure and floating structure equipped therewith Download PDF

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JP2009012620A
JP2009012620A JP2007176799A JP2007176799A JP2009012620A JP 2009012620 A JP2009012620 A JP 2009012620A JP 2007176799 A JP2007176799 A JP 2007176799A JP 2007176799 A JP2007176799 A JP 2007176799A JP 2009012620 A JP2009012620 A JP 2009012620A
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joint surface
floating structure
floating
connection
joint
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JP4263222B2 (en
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Yoshitama Matsumoto
嘉玉 松本
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Matsumoto Iron Works Co Ltd
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Matsumoto Iron Works Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connection structure capable of surely connecting a floating structure in its floatation and a floating structure equipped therewith. <P>SOLUTION: The floating structure 1 is formed in an approximately hexahedron shape, opposed vertical surfaces are joint surfaces 2, 3. A plurality of floating structures 1 are connected in series to construct a marine structure by jointing the joint surface 3 of another floating structure to be connected and fixed to the joint surface 2, and additionally jointing the joint surface 2 of another floating structure to the joint surface 3. The joint surfaces 2 and 3 are respectively provided with a first connecting part 11 and a second connecting part 10. A fitting projection part of the second connecting part 10 is fitted to the inside space of four connecting projection parts formed on the connecting part 11 and is brought into a press-contact state, and the inner peripheral surface of the peripheral wall part of the second connecting part 10 is brought into a press-contact state to the outside of the connecting projection part to connect the joint surfaces with each other. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、洋上ステーション、洋上プラットホーム、浮ドック等の海洋構造体を構築する際の浮体構造物の連結構造及びそれを備えた浮体構造物に関する。   The present invention relates to a floating structure connection structure and a floating structure including the same when constructing an offshore structure such as an offshore station, an offshore platform, and a floating dock.

近年、廃棄物処理、航空機等の騒音問題、土地の高コスト化といった問題に対処するため海上に建造物、生産設備又は処理設備を設置する洋上プラットホーム等の海洋構造体が開発されている。   In recent years, offshore structures such as offshore platforms have been developed in which buildings, production facilities, or treatment facilities are installed on the sea in order to cope with problems such as waste disposal, aircraft noise problems, and high land costs.

こうした海洋構造体では、大型化するに伴って構造体を区分してユニット化しそれぞれのユニット毎に浮体構造物として建造し、浮体構造物を船等により設置場所に曳航して洋上で浮体構造物同士を接合する構築方法が用いられている。   In such an offshore structure, as the size of the structure increases, the structure is divided into units, and each unit is constructed as a floating structure. The floating structure is towed to the installation site by a ship or the like, and the floating structure is offshore. A construction method for joining together is used.

例えば、特許文献1では、コンクリート浮函体の面合せ部に複数の仕切り壁を設け、仕切り壁に接合凹部及び接合凸部を形成し、凹部及び凸部を突き合わせて面合せを行うようにした点が記載されている。また、特許文献2では、分割して製作されたケーソン同士を接合面に設けた接合金具により噛み合わせて接合し、接合面の隙間にコンクリートを打設してケーソン同士を剛結する点が記載されている。また、特許文献3では、連結ケーソンの函首及び函尾を互いに合致するように継ぎ手構造に形成し、設置する際の据付位置においてずれることなく設置するようにした点が記載されている。
特開昭61−158527号公報 特開平2−274921号公報 特開平11−222868号公報
For example, in Patent Document 1, a plurality of partition walls are provided in the face-matching portion of the concrete float, and a joint recess and a joint convex portion are formed in the partition wall, and the recess and the convex portion are abutted to perform face-to-face matching. Points are listed. Further, Patent Document 2 describes that the caissons produced by dividing are joined together by joining metal fittings provided on the joint surface, and concrete is placed in the gap between the joint surfaces to rigidly connect the caissons. Has been. Japanese Patent Application Laid-Open No. H10-228667 describes that the connecting caisson box neck and box tail are formed in a joint structure so as to coincide with each other, and are installed without being displaced at the installation position at the time of installation.
JP 61-158527 A Japanese Patent Laid-Open No. 2-274921 JP-A-11-222868

上述した先行文献では、ケーソン等の浮体構造物を連結する際にその接合面に位置合せのための凹凸面を形成しておき、接合面の位置合せをした後ワイヤー等により連結し、さらに接合面をコンクリートにより打設して固定するようにしている。   In the above-described prior art, when connecting floating structures such as caisson, an uneven surface for alignment is formed on the joint surface, the joint surface is aligned, and then connected by a wire or the like, and further joined. The surface is fixed with concrete.

しかしながら、接合面に凹凸面を形成して位置合せを行う場合には、浮体構造物が海上に浮いた状態で波や風により揺動しやすい状態では揺動して位置合せした凹凸面がずれやすくなり、位置合せして連結する一連の作業を迅速的確に行うことは難しい。   However, when positioning is performed by forming a concave / convex surface on the joint surface, if the floating structure is floating on the sea and easily swayed by waves or wind, the aligned concave / convex surface is displaced. It becomes difficult, and it is difficult to quickly and accurately perform a series of operations for aligning and connecting.

そこで、本発明は、浮体構造物を浮いた状態で確実に連結することができる連結構造及びそれを備えた浮体構造物を提供することを目的とするものである。   Then, an object of this invention is to provide the connection structure which can be connected reliably in the state which floated the floating structure, and the floating structure provided with the same.

本発明に係る連結構造は、複数の浮体構造物の互いの接合面を接合して連結するための連結構造であって、複数の連結凸部が所定の広さの内側スペースを囲むように接合面に設けられた第一連結部と、前記内側スペースに嵌入し前記連結凸部の内側面と圧接状態となる嵌合凸部及び前記連結凸部のすべてを囲むように形成され前記連結凸部の外側面と圧接状態となる周面部が接合面に設けられた第二連結部とを備えていることを特徴とする。さらに、前記連結凸部及び前記嵌合凸部は、円柱状に形成されていることを特徴とする。さらに、前記連結凸部及び前記嵌合凸部は、浮体構造物の接合方向に沿うように側面が形成されていることを特徴する。   The connection structure according to the present invention is a connection structure for connecting and connecting the joint surfaces of a plurality of floating structures, and the plurality of connection projections are joined so as to surround an inner space having a predetermined width. A first connecting portion provided on a surface, a fitting convex portion that fits into the inner space and is in pressure contact with an inner surface of the connecting convex portion, and the connecting convex portion is formed to surround all of the connecting convex portions. The outer peripheral surface is provided with a second connecting portion provided on the joint surface with a peripheral surface portion that is in a pressure contact state. Furthermore, the connection convex portion and the fitting convex portion are formed in a columnar shape. Furthermore, the connection convex part and the fitting convex part are characterized in that side surfaces are formed along the joining direction of the floating structure.

本発明に係る浮体構造物は、上記の連結構造における第一及び第二連結部の少なくとも1つの連結部を接合面に備えている。さらに、接合の際に所定の接合方向にガイドする段差部が接合面に形成されていることを特徴とする。   The floating structure according to the present invention includes at least one connection portion of the first and second connection portions in the connection structure on the joint surface. Furthermore, a step portion that guides in a predetermined joining direction at the time of joining is formed on the joining surface.

上記のような構成を有することで、第一連結部及び第二連結部を嵌合させて圧接状態に設定すれば、浮体構造物の接合面での高精度の位置合せ及び確実な連結を同時に行うことができる。   By having the above-described configuration, if the first connecting portion and the second connecting portion are fitted and set in a pressure contact state, highly accurate alignment and reliable connection at the joint surface of the floating structure are simultaneously performed. It can be carried out.

すなわち、第一連結部の連結凸部により囲まれる内側スペースに第二連結部の嵌合凸部を嵌め込むことで簡単に位置合せが行われ、連結凸部に嵌合凸部が圧接した状態で嵌め込まれてガタツキのない精度の高い位置決めを行うことができる。   That is, the positioning is easily performed by fitting the fitting convex portion of the second connecting portion into the inner space surrounded by the connecting convex portion of the first connecting portion, and the fitting convex portion is in pressure contact with the connecting convex portion. It is possible to perform positioning with high accuracy without being rattled.

また、第一連結部の連結凸部の内側面には第二連結部の嵌合凸部が、外側面には第二連結部の周面部がそれぞれ圧接状態で連結されるので、二次元的に配列された複数の連結凸部が嵌合凸部及び周面部により両側から挟持されていずれの方向にもガタツキのない確実な連結状態を実現することができる。   In addition, the fitting convex portion of the second connecting portion is connected to the inner side surface of the connecting convex portion of the first connecting portion, and the peripheral surface portion of the second connecting portion is connected to the outer side surface in a press-contact state. A plurality of connecting projections arranged in the above are sandwiched from both sides by the fitting projection and the peripheral surface portion, so that a reliable connection state without backlash in any direction can be realized.

そして、連結凸部及び嵌合凸部を円柱状に形成することで、複数の連結凸部の内側スペースへの嵌入動作を容易に行うことができ、また凸部同士が線接触で圧接した状態となるため、高精度の位置合せ及びガタツキのない確実な連結状態を容易に実現することが可能となる。   And, by forming the connecting convex portion and the fitting convex portion in a columnar shape, it is possible to easily perform the fitting operation into the inner space of the plurality of connecting convex portions, and the convex portions are in pressure contact with each other by line contact Therefore, it is possible to easily realize a highly accurate alignment and a reliable connection state without backlash.

また、連結凸部及び嵌合凸部の側面を浮体構造物の接合方向に沿うように形成することで、浮体構造物を接合方向に移動させれば連結凸部及び嵌合凸部を嵌合させることができ、連結動作を極めて簡単に行なうことが可能となる。浮体構造物を接合方向に移動させるために、浮体構造物の接合面に段差部を形成しておき、浮体構造物同士の段差部が係合して接合方向をガイドするようにすれば、接合方向を所定の方向に確実に規定して連結凸部及び嵌合凸部の嵌入動作を迅速的確に行うことが可能となる。   Moreover, if the floating structure is moved in the joining direction by forming the side surfaces of the connecting convex part and the fitting convex part along the joining direction of the floating structure, the connecting convex part and the fitting convex part are fitted. Therefore, the connecting operation can be performed very easily. In order to move the floating structure in the joining direction, a step portion is formed on the joint surface of the floating structure, and the step portion between the floating structures engages to guide the joining direction. It is possible to quickly and accurately perform the fitting operation of the connecting convex portion and the fitting convex portion by reliably defining the direction in a predetermined direction.

以下、本発明に係る実施形態について詳しく説明する。なお、以下に説明する実施形態は、本発明を実施するにあたって好ましい具体例であるから、技術的に種々の限定がなされているが、本発明は、以下の説明において特に本発明を限定する旨明記されていない限り、これらの形態に限定されるものではない。   Hereinafter, embodiments according to the present invention will be described in detail. The embodiments described below are preferable specific examples for carrying out the present invention, and thus various technical limitations are made. However, the present invention is particularly limited in the following description. Unless otherwise specified, the present invention is not limited to these forms.

図1は、本発明に係る連結構造を備えた浮体構造物に関する実施形態の概略斜視図である。浮体構造物1は、概略六面体状に形成されており、対向する垂直面が接合面2及び3となっている。そして、接合面2には、別の浮体構造物の接合面3を接合して連結固定し、接合面3には、さらに別の浮体構造物の接合面2を接合して連結固定することで、複数の浮体構造物1を直列に連結して海洋構造体を構築することができる。図4は、構築された海洋構造体の一例で、3つの浮体構造物1を連結固定して直方体状の海洋構造体100が構築される。この例では、海洋構造体100の端部に配置された浮体構造物1の端面は接合面ではなく単なる垂直面に形成されている。   FIG. 1 is a schematic perspective view of an embodiment relating to a floating structure provided with a connection structure according to the present invention. The floating structure 1 is formed in a substantially hexahedron shape, and the opposing vertical surfaces are the joining surfaces 2 and 3. Further, the joint surface 3 of another floating structure is joined and fixed to the joint surface 2, and the joint surface 2 of another floating structure is joined and fixed to the joint surface 3. A marine structure can be constructed by connecting a plurality of floating structures 1 in series. FIG. 4 is an example of a constructed marine structure, and a rectangular parallelepiped marine structure 100 is constructed by connecting and fixing three floating structures 1. In this example, the end face of the floating structure 1 arranged at the end of the offshore structure 100 is formed as a simple vertical surface, not a joint surface.

図2は浮体構造物1を接合方向と直交する方向から見た側面図であり、図3は接合方向に沿った断面図である。接合面2は、上下にそれぞれ半分に区画された上接合面2a及び下接合面2bからなり、上接合面2aには3つの第二連結部10が水平方向に配列され、下接合面2bには3つの第一連結部11が水平方向に配列されて設けられている。第二連結部10及び第一連結部11は、それぞれ同じ間隔を置いて水平方向に設けられており、上下方向の位置が一致するように位置決めされている。   FIG. 2 is a side view of the floating structure 1 viewed from a direction orthogonal to the joining direction, and FIG. 3 is a cross-sectional view along the joining direction. The joint surface 2 is composed of an upper joint surface 2a and a lower joint surface 2b that are divided in half in the vertical direction. Three second connecting portions 10 are arranged in the horizontal direction on the upper joint surface 2a, and the lower joint surface 2b Is provided with three first connecting portions 11 arranged in the horizontal direction. The 2nd connection part 10 and the 1st connection part 11 are provided in the horizontal direction at the same space | interval, respectively, and are positioned so that the position of an up-down direction may correspond.

上接合面2a及び下接合面2bは、同じ角度で傾斜する傾斜面で、下方にいくに従い外方に突出するように形成されている。そして、上接合面2aの下端が突出して段差部12が形成されており、段差部12の段差面である下向きのガイド面12aは水平方向に沿って形成されている。ガイド面12aは、接合面2の全幅にわたって形成されており、内方にいくに従い上方に傾斜するように設定されている。   The upper bonding surface 2a and the lower bonding surface 2b are inclined surfaces that are inclined at the same angle, and are formed so as to protrude outward as going downward. And the lower end of the upper joint surface 2a protrudes to form a stepped portion 12, and the downward guide surface 12a that is the stepped surface of the stepped portion 12 is formed along the horizontal direction. The guide surface 12a is formed over the entire width of the joint surface 2, and is set to incline upward as it goes inward.

上接合面2aの上端には係合突出部13が接合面2の全幅にわたって突設されており、下接合面2bの下端には係合切欠き部14が同様に接合面2の全幅にわたって形成されており、係合突出部13の形状は係合切欠き部14内に隙間なく密着して嵌り込むように形成されている。   An engaging protrusion 13 is provided at the upper end of the upper joint surface 2a so as to project over the entire width of the joint surface 2, and an engagement notch 14 is formed over the entire width of the joint surface 2 at the lower end of the lower joint surface 2b. The shape of the engagement protrusion 13 is formed so as to fit closely into the engagement notch 14 without a gap.

接合面3は、接合面2を上下が逆になるように180度回転させた形状となっている。そのため、接合面3も上下にそれぞれ半分に区画された上接合面3a及び下接合面3bからなり、上接合面3aには下接合面2bと同様に3つの第一連結部11が水平方向に配列され、下接合面3bには上接合面2aと同様に3つの第二連結部10が水平方向に配列されて設けられている。   The joint surface 3 has a shape obtained by rotating the joint surface 2 180 degrees so that the top and bottom are reversed. Therefore, the joining surface 3 is also composed of an upper joining surface 3a and a lower joining surface 3b, which are respectively divided in half in the vertical direction, and the three first connecting portions 11 are horizontally arranged on the upper joining surface 3a in the same manner as the lower joining surface 2b. Similar to the upper bonding surface 2a, three second connecting portions 10 are arranged in the horizontal direction on the lower bonding surface 3b.

また、上接合面3a及び下接合面3bは、同じ角度で傾斜する傾斜面で、上方にいくに従い外方に突出するように形成されている。そして、下接合面2aの上端が突出して段差部15が形成されており、段差部15の段差面である上向きのガイド面15aは水平方向に沿って形成されている。ガイド面15aは、接合面2の全幅にわたって形成され、ガイド面12aと同じ傾斜角度で内方にいくに従い下方に傾斜するように設定されている。   The upper joint surface 3a and the lower joint surface 3b are inclined surfaces that are inclined at the same angle, and are formed so as to protrude outward as going upward. And the upper end of the lower joint surface 2a protrudes, and the level | step-difference part 15 is formed, and the upward guide surface 15a which is a level | step difference surface of the level | step-difference part 15 is formed along the horizontal direction. The guide surface 15a is formed over the entire width of the joint surface 2, and is set to be inclined downward as it goes inward at the same inclination angle as the guide surface 12a.

また、上接合面3aの上端には係合切欠き部14と同様の係合切欠き部16が接合面3の全幅にわたって突設されており、下接合面3bの下端には係合突出部13が同様の係合突出部17が接合面3の全幅にわたって形成されている。   Further, an engagement notch 16 similar to the engagement notch 14 protrudes from the upper end of the upper joint surface 3a over the entire width of the joint surface 3, and an engagement protrusion 13 is provided at the lower end of the lower joint surface 3b. A similar engagement protrusion 17 is formed over the entire width of the joint surface 3.

浮体構造物1の内部は、鋼板及びコンクリートからなるハイブリッド構造の隔壁部及び床面部で区画された段構造が構築されており、段構造の各段には複数のユニット空間S1〜S3が形成されている。そして、中央の大きなユニット空間S1には生産設備等を設置するスペースとして使用し、下段のユニット空間S2には注排水を行って浮体構造物1を浮上又は沈下させることができる。上段のユニット空間S3には機械設備等を設置することができる。   Inside the floating structure 1, a step structure partitioned by a partition wall portion and a floor surface portion of a hybrid structure made of steel plate and concrete is constructed, and a plurality of unit spaces S1 to S3 are formed in each step of the step structure. ing. The large unit space S1 is used as a space for installing production equipment and the like, and the lower unit space S2 can be poured and drained to float or sink the floating structure 1. Mechanical equipment or the like can be installed in the upper unit space S3.

接合面2及び3が形成された外壁部についても鋼板及びコンクリートからなるハイブリッド構造となっており、第一連結部11及び第二連結部10は金属製又は合成樹脂製でそれぞれユニット化されて外壁部に固定されている。   The outer wall portion on which the joining surfaces 2 and 3 are formed also has a hybrid structure made of steel plate and concrete, and the first connecting portion 11 and the second connecting portion 10 are made of metal or synthetic resin, and are unitized respectively. It is fixed to the part.

図5は、第一連結部11の平面図(図5(a))及びA−A断面図(図5(b))である。第一連結部11は、平面視矩形状の基体11aの表面に円柱状の連結凸部11bが突設されており、各連結凸部11bは基体11aの四隅に配設されている。そのため、連結凸部11bの内側には、連結凸部11bに囲まれるように内側スペースTが形成されている。   FIG. 5 is a plan view (FIG. 5A) and a cross-sectional view taken along line AA (FIG. 5B) of the first connecting portion 11. As for the 1st connection part 11, the column-shaped connection convex part 11b is protrudingly provided by the surface of the base | substrate 11a which is a planar view rectangular shape, and each connection convex part 11b is arrange | positioned at the four corners of the base | substrate 11a. Therefore, an inner space T is formed inside the connecting convex portion 11b so as to be surrounded by the connecting convex portion 11b.

各連結凸部11bの周側面は、第一連結部11を接合面に固定した状態でガイド面12a又は15aに沿うように同じ傾斜角度に設定されている。   The peripheral side surface of each connection convex part 11b is set to the same inclination angle so that it may follow the guide surface 12a or 15a in the state which fixed the 1st connection part 11 to the joint surface.

図6は、第二連結部10の平面図(図6(a))及びB−B断面図(図6(b))である。第二連結部10は、平面視矩形状の基体10aの表面の中央に円柱状の嵌合凸部10bが突設されており、基体10aの周端には所定幅の周壁部10cが突設されている。嵌合凸部10bは、第一連結部11の内側スペースTに嵌り込む大きさに形成されている。   FIG. 6 is a plan view (FIG. 6A) and a BB cross-sectional view (FIG. 6B) of the second connecting portion 10. The second connecting portion 10 has a columnar fitting convex portion 10b protruding at the center of the surface of the base body 10a having a rectangular shape in plan view, and a peripheral wall portion 10c having a predetermined width protruding from the peripheral end of the base body 10a. Has been. The fitting convex portion 10 b is formed in a size that fits into the inner space T of the first connecting portion 11.

嵌合凸部10bの周側面及び周壁部10cの内周面は、第二連結部10を接合面に固定した状態でガイド面12a又は15aに沿うように同じ傾斜角度に設定されている。   The peripheral side surface of the fitting convex portion 10b and the inner peripheral surface of the peripheral wall portion 10c are set at the same inclination angle so as to follow the guide surface 12a or 15a in a state where the second connecting portion 10 is fixed to the joint surface.

図7は、第一連結部11に第二連結部10が嵌合した状態を示す平面図(図7(a))及びC−C断面図(図7(b))である。連結凸部11bと嵌合凸部10bの傾斜角度が一致するように設定して嵌合凸部10bを内側スペースTに嵌入すると、嵌合凸部10bの周側面が各連結凸部11bの周側面の内側で線接触して圧接した状態となる。また、周壁部10cの内周面も同時に各連結凸部11bの周側面の外側で線接触して圧接した状態となる。   FIG. 7 is a plan view (FIG. 7A) and a CC cross-sectional view (FIG. 7B) showing a state in which the second connecting portion 10 is fitted to the first connecting portion 11. When the connecting projections 11b and the fitting projections 10b are set so that the inclination angles thereof coincide with each other and the fitting projections 10b are inserted into the inner space T, the peripheral side surfaces of the fitting projections 10b are the circumferences of the respective connecting projections 11b. It will be in the state which carried out the line contact and press-contacted inside the side surface. Further, the inner peripheral surface of the peripheral wall portion 10c is also in a state of being in line-contact and press-contacting at the outer side of the peripheral side surface of each connecting convex portion 11b.

したがって、嵌合凸部10bの周側面及び周壁部10cの内周面において連結凸部11bが二重に圧接した状態で連結されるようになり、また、四隅の位置において線接触されて圧接されているので、上下左右の方向から第一及び第二連結部をずらすように力が加わったとしても外れることがなく、ガタツキのない安定した連結状態を保持することができる。   Accordingly, the connecting convex portions 11b are connected in a state where they are doubly pressed on the peripheral side surface of the fitting convex portion 10b and the inner peripheral surface of the peripheral wall portion 10c, and are line-contacted and pressed at the four corner positions. Therefore, even if a force is applied so as to shift the first and second connecting portions from the top, bottom, left, and right directions, they do not come off, and a stable connection state without backlash can be maintained.

図1に示す浮体構造物1の接合面2に第一連結部11及び第二連結部10を取り付ける場合には、ガイド面12aに沿うように連結凸部11b及び嵌合凸部10bの周側面並びに周壁部10cの内周面が外方に向かって下方に傾斜するように取り付ければよい。また、接合面3には、逆に、ガイド面15aに沿うように連結凸部11b及び嵌合凸部10bの周側面並びに周壁部10cの内周面が外方に向かって上方に傾斜するように取り付ければよい。   When attaching the 1st connection part 11 and the 2nd connection part 10 to the joining surface 2 of the floating body structure 1 shown in FIG. 1, the surrounding side surface of the connection convex part 11b and the fitting convex part 10b so that it may follow the guide surface 12a. The inner peripheral surface of the peripheral wall portion 10c may be attached so as to incline downward toward the outside. On the contrary, on the joint surface 3, the peripheral side surfaces of the connecting convex portion 11 b and the fitting convex portion 10 b and the inner peripheral surface of the peripheral wall portion 10 c are inclined upwardly outward along the guide surface 15 a. You can attach it to.

図8は、浮体構造物1及び1’を接合して連結する過程を示す説明図である。まず、浮体構造物1及び1’を海上に浮かべた状態で接合面2’及び接合面3が対向するように設定する(図8(a))。波により浮体構造物が変動する場合にはワイヤ等を浮体構造物の間に張設して互いに引き合うことで対向した状態に保持することができる。   FIG. 8 is an explanatory diagram showing a process of joining and connecting the floating structures 1 and 1 ′. First, setting is made so that the joint surface 2 'and the joint surface 3 face each other in a state where the floating structures 1 and 1' are floated on the sea (FIG. 8A). When the floating structure is fluctuated by the waves, the wire or the like is stretched between the floating structures and attracted to each other, so that the opposing structures can be held.

そして、対向する接合面3の方の浮体構造物1内の下段のユニット空間に海水を注入して浮体構造物1を沈下させ、接合面3の段差部15が接合面2’の段差部12よりも下方に位置した状態に設定する(図8(b))。次に、対向する接合面2’の方の浮体構造物1’を浮体構造物1に接近する方向に移動させて接合面3に当接した状態に設定する(図8(c))。浮体構造物1’の移動は、例えば、浮体構造物の間に張設されたワイヤ等を引き合うことで行えばよい。   Then, seawater is poured into the lower unit space in the floating structure 1 facing the joint surface 3 to sink the floating structure 1, and the step portion 15 of the joint surface 3 becomes the step portion 12 of the joint surface 2 ′. It is set to a state positioned below (Fig. 8 (b)). Next, the floating structure 1 ′ on the opposite joint surface 2 ′ is moved in a direction approaching the floating structure 1 and set in a state of contacting the joint surface 3 (FIG. 8C). The floating structure 1 ′ may be moved by, for example, attracting a wire or the like stretched between the floating structures.

また、この状態では、接合面2’の段差部12’が接合面3の段差部15の上方に位置して接合面同士が当接した状態となる。接合面2’の上接合面2a’に設けられた第二連結部10’は、接合面3の上接合面3aの第一連結部11よりも上方にずれた位置に対向配置され、接合面2’の下接合面2b’に設けられた第一連結部11’は、接合面3の下接合面3bの第二連結部10よりも上方にずれた位置に対向配置される。接合面2’の上部に設けられた係合突出部13’は、接合面3の上部に形成された係合切欠き部14の上方に対向配置され、接合面3の下部に設けられた係合突出部13は、接合面2’の下部に形成された係合切欠き部14’の下方に対向配置される。   Further, in this state, the stepped portion 12 ′ of the joint surface 2 ′ is located above the stepped portion 15 of the joint surface 3 and the joint surfaces are in contact with each other. The second connecting portion 10 ′ provided on the upper joint surface 2 a ′ of the joint surface 2 ′ is disposed so as to be opposed to a position shifted upward from the first joint portion 11 of the upper joint surface 3 a of the joint surface 3. The first connecting portion 11 ′ provided on the lower joint surface 2 b ′ of 2 ′ is disposed opposite to the position shifted upward from the second connecting portion 10 of the lower joint surface 3 b of the joint surface 3. Engagement protrusions 13 ′ provided at the upper part of the joint surface 2 ′ are arranged to face the engagement notches 14 formed at the upper part of the joint surface 3, and are provided at the lower part of the joint surface 3. The protruding portion 13 is disposed oppositely below an engagement notch portion 14 ′ formed at the lower portion of the joint surface 2 ′.

次に、接合面が当接した状態で浮体構造物1内の下段のユニット空間に注入された海水を排水して浮体構造物1を浮上させる(図8(d))。そして、浮体構造物1を浮上させながら浮体構造物1を浮体構造物1’に密着するように引き合うことで、接合面3に設けられた第一連結部11が接合面2’に設けられた第二連結部10’に嵌合し、接合面3に設けられた第二連結部10が接合面2’に設けられた第一連結部11’に嵌合して連結される。その際に、接合面3の係合突出部13が接合面2’の係合切欠き部14’に係合密着し、接合面3の係合切欠き部14が接合面2’の係合突出部13’に係合密着して、接合面2’及び接合面3が隙間なく密着連結される。   Next, the seawater injected into the lower unit space in the floating structure 1 with the joint surfaces in contact with each other is drained to float the floating structure 1 (FIG. 8D). Then, the first connecting portion 11 provided on the joining surface 3 is provided on the joining surface 2 ′ by attracting the floating structure 1 so as to be in close contact with the floating structure 1 ′ while the floating structure 1 is levitated. The second connecting portion 10 ′ fitted to the second connecting portion 10 ′ and fitted on the joining surface 3 is fitted and connected to the first connecting portion 11 ′ provided on the joining surface 2 ′. At that time, the engagement protrusion 13 of the bonding surface 3 is brought into close contact with the engagement notch 14 ′ of the bonding surface 2 ′, and the engagement notch 14 of the bonding surface 3 is engaged with the engagement protrusion of the bonding surface 2 ′. The joint surface 2 'and the joint surface 3 are tightly connected to each other with no gap.

以上説明したように、浮体構造物を浮かべた状態で引き合う簡単な操作で浮体構造物の接合及び連結を同時に行うことができ、連結作業を迅速かつ正確に実施することが可能となる。   As described above, the floating structure can be joined and connected at the same time with a simple operation that draws the floating structure in a floating state, and the connecting operation can be performed quickly and accurately.

浮体構造物の接合面を連結した後、図9に示すように、接合した外壁部を貫通してボルト20により第一連結部11及び第二連結部10を固定すれば、連結部が抜けたりずれることなく連結状態を保持することができる。必要に応じて浮体構造物の間にワイヤ等の固定手段を取り付ければ、さらに強固に連結固定することが可能となる。   After connecting the joint surfaces of the floating structure, as shown in FIG. 9, if the first connecting part 11 and the second connecting part 10 are fixed with bolts 20 through the joined outer wall parts, the connecting parts may come off. The connected state can be maintained without shifting. If a fixing means such as a wire is attached between the floating structures as required, it is possible to more firmly connect and fix.

本発明に係る連結構造を備えた浮体構造物に関する実施形態の概略斜視図である。It is a schematic perspective view of embodiment regarding the floating body structure provided with the connection structure which concerns on this invention. 浮体構造物を接合方向と直交する方向から見た側面図である。It is the side view which looked at the floating structure from the direction orthogonal to the joining direction. 浮体構造物の接合方向に沿った断面図である。It is sectional drawing along the joining direction of the floating structure. 構築された海洋構造体を示す概略斜視図である。It is a schematic perspective view which shows the constructed marine structure. 第一連結部の平面図及びA−A断面図である。It is the top view and AA sectional drawing of a 1st connection part. 第二連結部の平面図及びB−B断面図である。It is the top view and BB sectional drawing of a 2nd connection part. 第一連結部に第二連結部が嵌合した状態を示す平面図及びC−C断面図である。It is the top view and CC sectional view which show the state which the 2nd connection part fitted to the 1st connection part. 浮体構造物を接合して連結する過程を示す説明図である。It is explanatory drawing which shows the process in which a floating body structure is joined and connected. 浮体構造物の連結部分に関する概略拡大断面図である。It is a general | schematic expanded sectional view regarding the connection part of a floating body structure.

符号の説明Explanation of symbols

1 浮体構造物
2 接合面
3 接合面
10 第二連結部
10b 嵌合凸部
10c 周壁部
11 第一連結部
11b 連結凸部
12 段差部
12a ガイド面
13 係合突出部
14 係合切欠き部
15 段差部
15a ガイド面
16 係合切欠き部
17 係合突出部
1 Floating structure 2 Joining surface 3 Joining surface
10 Second connecting part
10b Mating convex part
10c peripheral wall
11 First connecting part
11b Connecting projection
12 steps
12a Guide surface
13 Engagement protrusion
14 Engagement notch
15 steps
15a Guide surface
16 Engagement notch
17 Engagement protrusion

Claims (5)

複数の浮体構造物の互いの接合面を接合して連結するための連結構造であって、複数の連結凸部が所定の広さの内側スペースを囲むように接合面に設けられた第一連結部と、前記内側スペースに嵌入し前記連結凸部の内側面と圧接状態となる嵌合凸部及び前記連結凸部のすべてを囲むように形成され前記連結凸部の外側面と圧接状態となる周面部が接合面に設けられた第二連結部とを備えていることを特徴とする連結構造。   A connection structure for connecting and connecting the joint surfaces of a plurality of floating structures, wherein the plurality of connection convex portions are provided on the joint surface so as to surround an inner space of a predetermined width. And a fitting convex portion that is fitted into the inner space and is in pressure contact with the inner side surface of the connecting convex portion, and is formed to surround all of the connecting convex portion and is in pressure contact with the outer surface of the connecting convex portion. The connection structure characterized by including the 2nd connection part with which the surrounding surface part was provided in the joint surface. 前記連結凸部及び前記嵌合凸部は、円柱状に形成されていることを特徴とする請求項1に記載の連結構造。   The connection structure according to claim 1, wherein the connection protrusion and the fitting protrusion are formed in a columnar shape. 前記連結凸部及び前記嵌合凸部は、浮体構造物の接合方向に沿うように側面が形成されていることを特徴する請求項1又は2に記載の連結構造。   The connection structure according to claim 1 or 2, wherein the connection protrusion and the fitting protrusion are formed with side surfaces along the joining direction of the floating structure. 請求項1から3のいずれかに記載の連結構造における第一及び第二連結部の少なくとも1つの連結部を接合面に備えている浮体構造物。   The floating structure provided with at least 1 connection part of the 1st and 2nd connection part in the connection structure in any one of Claim 1 to 3 in a joint surface. 接合の際に所定の接合方向にガイドする段差部が接合面に形成されていることを特徴とする請求項4に記載の浮体構造物。   The floating structure according to claim 4, wherein a stepped portion that guides in a predetermined joining direction at the time of joining is formed on the joining surface.
JP2007176799A 2007-07-04 2007-07-04 Connecting structure and floating structure provided with the same Expired - Fee Related JP4263222B2 (en)

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JP2012171519A (en) * 2011-02-23 2012-09-10 Hitachi Ltd Floating body structure
DE112010000701T5 (en) 2009-01-23 2012-10-31 Panasonic Corp. Component assembly line and component mounting method
WO2015029109A1 (en) * 2013-08-26 2015-03-05 株式会社利川プラスチック Synthetic resin float unit, float, and floating structure
JP2020015362A (en) * 2018-07-24 2020-01-30 清水建設株式会社 Construction method for floating structure
JP2020114719A (en) * 2019-01-18 2020-07-30 清水建設株式会社 Bonding method for floating body block and oscillation control method for floating body block
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE112010000701T5 (en) 2009-01-23 2012-10-31 Panasonic Corp. Component assembly line and component mounting method
JP2012171519A (en) * 2011-02-23 2012-09-10 Hitachi Ltd Floating body structure
WO2015029109A1 (en) * 2013-08-26 2015-03-05 株式会社利川プラスチック Synthetic resin float unit, float, and floating structure
JP5970084B2 (en) * 2013-08-26 2016-08-17 株式会社トシプラ Synthetic resin float unit and float, and floating structure
JP2020015362A (en) * 2018-07-24 2020-01-30 清水建設株式会社 Construction method for floating structure
WO2020022333A1 (en) * 2018-07-24 2020-01-30 清水建設株式会社 Method for constructing floating structure
JP7207885B2 (en) 2018-07-24 2023-01-18 清水建設株式会社 Floating structure construction method
JP2020114719A (en) * 2019-01-18 2020-07-30 清水建設株式会社 Bonding method for floating body block and oscillation control method for floating body block
WO2023014288A3 (en) * 2021-08-06 2023-05-11 Keppel Fels Ltd Modular floating and bottom sitting nearshore infrastructure

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