JP2004339921A - Connected structure with water sealing structure - Google Patents

Connected structure with water sealing structure Download PDF

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JP2004339921A
JP2004339921A JP2004048910A JP2004048910A JP2004339921A JP 2004339921 A JP2004339921 A JP 2004339921A JP 2004048910 A JP2004048910 A JP 2004048910A JP 2004048910 A JP2004048910 A JP 2004048910A JP 2004339921 A JP2004339921 A JP 2004339921A
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water
blocking
connection
space
connection structure
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Kunihiro Morishita
邦宏 森下
Shunichi Ikesue
俊一 池末
Katsuyuki Hirao
克之 平尾
Kazuyoshi Kihara
一禎 木原
Kazumi Tamura
一美 田村
Naoki Kumamoto
直樹 熊本
Tomohiro Ujita
知大 宇治田
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Mitsubishi Heavy Industries Ltd
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Mitsubishi Heavy Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a connected structure with a water sealing structure by which a water sealing function and a connecting function are maintained properly even when structural bodies being units of the connected structure with the water sealing structure move relatively. <P>SOLUTION: The connected structure with the water sealing structure includes a plurality of structural bodies connected in sequence in the width direction and placed between water areas or between the water area and the other area. The water sealing structure of the connected structure comprises an impermeable filler which fills a space of the connection part of the structural bodies, and a side face sealing part provided to connect side walls of the adjacent structural bodies at each of both ends of the space in a direction of the thickness of the structural body. Further, a locking section comprising a plurality of flat boards may be provided, in which locking section the flat boards are arrayed to fit to both opposite end surfaces of the adjacent structural bodies at their connection part to extend in an up-down direction, and the flat boards extended from each of the opposite end surfaces are loosely interlocked. A water sealing member provided in the space of the connection part, or a heat flow kinesis material which flows by heating and fills a gap, made in the space of the connection part of the structural body, may also be provided. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、海岸、河川岸、湖岸等の沿岸水域などに設置する護岸構造、防波堤など、沿岸構造物として用いられる遮水構造を備えた連結構造物に関する。   The present invention relates to a connection structure provided with a water-blocking structure used as a coastal structure, such as a seawall, a breakwater installed in a coastal water area such as a coast, a river shore, a lake shore, or the like.

図20から図22に基づき、従来の遮水構造を備えた連結構造物について説明する。図20は連結構造物の例として一般的な沿岸構造物の斜視図、図21は図20中A−A矢視断面で示す沿岸構造物の設置状態説明図であり、(a)は陸地Gと海域S1との間、(b)は海域S1と海域S2との間に設置した場合を示す。図22は沿岸構造物のケーソンの移動状態の説明図であり、(a)、(b)は図20中B−B矢視立面断面図、(c)は図20中C−C矢視平面図である。   Referring to FIGS. 20 to 22, a description will be given of a connection structure having a conventional waterproof structure. FIG. 20 is a perspective view of a general coastal structure as an example of a connection structure, FIG. 21 is an explanatory view of an installation state of the coastal structure shown in a cross section taken along the line AA in FIG. 20, and FIG. And (b) shows a case where it is installed between the sea area S1 and the sea area S2. FIGS. 22A and 22B are explanatory views of the movement state of the caisson of the coastal structure, wherein FIGS. 22A and 22B are elevation sectional views taken along the line BB in FIG. 20, and FIG. 22C is a sectional view taken along the line CC in FIG. It is a top view.

護岸構造や防波堤などの沿岸構造物としての連続構造物10は、図21に示すように、例えば、沿岸海域すなわち、海域S1と陸地G等他の領域との間、または海域S1と海域S2との間等に設置されて海水の進入を阻止し、あるいは波浪の影響を防止する。   As shown in FIG. 21, the continuous structure 10 as a coastal structure such as a seawall structure or a breakwater is, for example, a coastal sea area, that is, between the sea area S1 and another area such as the land G, or between the sea area S1 and the sea area S2. It is installed in the middle of the sea to prevent seawater from entering or to prevent the effects of waves.

なお、図21において連続構造物10は、沿岸海域に設けられた沿岸構造物を例示したが、本発明は「沿岸海域」のみに限られず、河川水域、湖水域を含む一般的な水域の「沿岸水域」における沿岸構造物に適用されるものである。以下、従来例、本発明の実施の形態も、海域の場合を例に説明する。   In FIG. 21, the continuous structure 10 exemplifies a coastal structure provided in a coastal sea area. However, the present invention is not limited to the “coastal sea area”, but includes a general water area including a river water area and a lake water area. This applies to coastal structures in "coastal waters". Hereinafter, the conventional example and the embodiment of the present invention will be described by taking the case of a sea area as an example.

図20に沿岸構造物の一例を示す。図20において連結構造物10は海域S1と海域S2との間に設置される。連結構造物10としては単位となる構造体(以下、「ケーソン」という)1を幅方向に順次に連結したものが一般に使用され、ケーソン1同士は連結部2を介して連結されている。(なお、ここで「幅方向」とは、ケーソン1が順次連結される方向Xをいう。)従来の連結構造物10の連結部2には、ゴムシート、フェンダータイプゴム製シートその他の止水用部材などが使用されている(例えば、特許文献1参照)。   FIG. 20 shows an example of a coastal structure. In FIG. 20, the connection structure 10 is installed between the sea area S1 and the sea area S2. As the connecting structure 10, a structure in which structural units (hereinafter, referred to as “caisson”) 1 as units are sequentially connected in the width direction is generally used, and the caisson 1 is connected via a connecting portion 2. (Here, the “width direction” refers to the direction X in which the caissons 1 are sequentially connected.) The connecting portion 2 of the conventional connecting structure 10 includes a rubber sheet, a fender-type rubber sheet, and other waterproof materials. (For example, refer to Patent Document 1).

上記のような連結構造物10は海水と接しているので、従来の連結構造物10の連結部2は、ケーソン1同士の連結機能と共に遮水機能を保持する必要がある。ところが、沿岸海域では海底Gsの土質条件などの影響で、図22(a)中2点鎖線のように地盤沈下しケーソン1が不等沈下したり、図22(b)中2点鎖線のように傾斜したり、あるいは図22(c)2点鎖線のように波浪や地震などを受けて側方移動を生じたりすることがある。しかもこれらの変位量は数十センチにも達することがあり、そのため、従来型の連結部2の遮水構造ではその変位に追随できず、上記ゴムシートの亀裂や連結部2の破損などが生じ、連結機能および遮水機能に支障をきたす恐れがあるという問題があった。また、波浪、地震などにより生じる過大な外力を受けて構造の一部が破損する場合があり、そのような場合においても遮水機能を維持できる遮水構造が望まれている。   Since the above-described connecting structure 10 is in contact with seawater, the connecting portion 2 of the conventional connecting structure 10 needs to have a function of connecting the caissons 1 and a function of blocking water. However, in the coastal sea area, due to the influence of the soil condition of the seabed Gs and the like, the ground sinks as shown by the two-dot chain line in FIG. 22 (a), and the caisson 1 sinks unequally, and as shown by the two-dot chain line in FIG. 22 (b). 22C, or may move laterally due to a wave or an earthquake as shown by a two-dot chain line in FIG. Moreover, these displacements can reach several tens of centimeters, so that the conventional waterproof structure of the connecting portion 2 cannot follow the displacement, and the cracks in the rubber sheet and the damage of the connecting portion 2 occur. However, there is a problem that the connecting function and the water blocking function may be impaired. In addition, a part of the structure may be damaged by an excessive external force generated by a wave, an earthquake, or the like, and a water-blocking structure capable of maintaining a water-blocking function even in such a case is desired.

特開2002−266344公報(1頁、図1から図6)JP-A-2002-266344 (page 1, FIGS. 1 to 6)

本発明は、かかる従来の遮水構造を備えた連結構造物の問題を解消し、遮水構造を備えた連結構造物の単位の構造体同士、すなわちケーソン同士が互いに移動しても遮水機能と連結機能を正常に維持できる遮水構造を備えた連結構造物を提供することを目的とするものである。   The present invention solves the problem of such a conventional connection structure having a water-blocking structure, and has a water-blocking function even when the unit structures of the connection structure having the water-blocking structure, that is, the caissons move with each other. It is an object of the present invention to provide a connection structure having a water-blocking structure capable of maintaining the connection function normally.

さらに本発明は、構造の一部が破損することがあっても遮水機能を維持できる遮水構造を備えた連結構造物を提供することを目的とするものである。   Still another object of the present invention is to provide a connection structure having a water-blocking structure capable of maintaining a water-blocking function even when a part of the structure is damaged.

(1)本発明は、上記の課題を解決するためになされたものであり、その第1の手段として、複数の構造体を幅方向に順次に連結して水域と水域の間または水域と他の領域の間に設けられる遮水構造を備えた連結構造物であって、連結部において隣り合う前記構造体の連結部の空間に充填された不透水性充填材と、同構造体の厚さ方向での同空間の両端において隣り合う前記構造体の側壁を連結して設置された側面密封部とを備えてなることを特徴とする遮水構造を備えた連結構造物を提供する。   (1) The present invention has been made to solve the above-described problems. As a first means, a plurality of structures are sequentially connected in the width direction to connect between water bodies and between water bodies or between water bodies. A connection structure provided with a water-blocking structure provided between the regions, wherein a water-impermeable filler filled in the space of the connection portion of the adjacent structure at the connection portion, and the thickness of the structure And a side sealing portion installed by connecting side walls of the adjacent structures at both ends of the same space in the direction, and a connection structure having a water-blocking structure.

上記のような第1の手段によれば、不透水性充填材により遮水がなされるとともに側面密封部の撓み変形によって、構造体同士の厚さ方向の相対変位が吸収され、不透水性充填材が側壁側から漏洩することはなく、連結部の連結機能および遮水機能が正常に保持される。連結構造物の構造体に不等沈下、傾斜、側方移動等が生じても、これらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができる。   According to the first means as described above, the water-impervious filler is used to shield the water, and the relative displacement of the structures in the thickness direction is absorbed by the bending deformation of the side sealing portion. The material does not leak from the side wall side, and the connection function and the water blocking function of the connection portion are normally maintained. Even if unequal settlement, inclination, lateral movement, etc. occur in the structure of the connecting structure, these relative displacements or movements can be absorbed and allowed, and the normal connecting function and impermeable function can be maintained.

(2)第2の手段としては、第1の手段の遮水構造を備えた連結構造物において、前記側面密封部の外側を覆う補助密封部にたるみを持たせて設置してなることを特徴とする遮水構造を備えた連結構造物を提供する。   (2) As a second means, in the connection structure having the water-blocking structure of the first means, the auxiliary sealing portion that covers the outside of the side sealing portion is installed with a slack. And a connection structure provided with a water-blocking structure.

第2の手段によれば、第1の手段の作用に加え、構造体が大きく相対変位または移動し連結部の側面密封部が破損した場合も、側面密封部を覆って補助密封部にたるみを持たせて設置しているので、不透水性充填材が外部の水域または他の領域側へ漏洩することがない。   According to the second means, in addition to the action of the first means, even when the structure body is relatively displaced or moved and the side sealing part of the connecting part is damaged, the auxiliary sealing part is covered by the side sealing part and slackened. Since it is held and installed, the impermeable filler does not leak to the outside water area or other area side.

(3)また、第3の手段として、第1の手段または第2の手段の遮水構造を備えた連結構造物において、前記連結部において隣り合う前記構造体の互いに対向する両端面にそれぞれ平板を上下方向に延在させ複数配列して取り付け、前記両端面の平板同士を交互に緩くかみ合わせ、前記構造体の上下方向および幅方向の変位は許容し、厚さ方向の変位は拘束するように構成された係止部を備えてなることを特徴とする遮水構造を備えた連結構造物を提供する。   (3) As a third means, in the connection structure provided with the water-blocking structure of the first means or the second means, flat plates are respectively provided on both end faces of the structure adjacent to each other at the connection part. Are extended in the vertical direction and mounted in a plurality, and the flat plates on both end faces are alternately loosely engaged with each other, so that the displacement in the vertical direction and the width direction of the structure is allowed, and the displacement in the thickness direction is restrained. Provided is a connection structure provided with a water-blocking structure, characterized in that the connection structure is provided with a configured locking portion.

上記のような第3の手段によれば、第1の手段または第2の手段の作用に加え、構造体の上下方向および幅方向の変位は許容し、厚さ方向の変位は拘束するが、係止部の平板の弾性変形、さらには塑性変形能力によって構造体同士の厚さ方向の相対変位が吸収され、連結部の連結機能および遮水機能が正常に保持される。連結構造物の構造体に不等沈下、傾斜、側方移動等が生じても、これらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができる。   According to the third means as described above, in addition to the action of the first means or the second means, displacement of the structure in the vertical direction and the width direction is allowed, and displacement in the thickness direction is restricted. The elastic deformation of the flat plate of the locking portion and the plastic deformation capability absorb the relative displacement of the structures in the thickness direction, and the connection function and the water blocking function of the connection portion are normally maintained. Even if unequal settlement, inclination, lateral movement, etc. occur in the structure of the connecting structure, these relative displacements or movements can be absorbed and allowed, and the normal connecting function and impermeable function can be maintained.

(4)第4の手段として、第3の手段の遮水構造を備えた連結構造物において、前記係止部を構成する平板は、その下端部を水底中に貫入させ、前記各構造体毎に他方の端面の平板の下端部と同構造体の底部を巡って接続し同構造体外周にU字状に取り付けられてなることを特徴とする遮水構造を備えた連結構造物を提供する。   (4) As a fourth means, in the connection structure provided with the water blocking structure according to the third means, the flat plate constituting the locking portion has a lower end portion penetrating into a water bottom, and And a connection structure provided with a water-blocking structure, which is connected around the lower end of the flat plate on the other end surface and the bottom of the structure, and is attached in a U-shape around the structure. .

第4の手段によれば、第3の手段の作用に加え、係止部を構成する平板はその下端部が、各構造体毎に他方の端面の平板の下端部と構造体の底部を巡って接続しU字状に取り付けられているので、構造体底部での漏水が防止される。   According to the fourth means, in addition to the function of the third means, the lower end of the flat plate constituting the locking portion goes around the lower end of the flat plate on the other end face and the bottom of the structure for each structure. And are attached in a U-shape, preventing water leakage at the bottom of the structure.

(5)第5の手段として、第3の手段または第4の手段の遮水構造を備えた連結構造物において、前記係止部が、前記平板に代えて渦巻状に巻いた板材を、巻き中心方向を上下方向に配向し前記構造体の互いに対向する両端面にそれぞれ巻きの後端辺で取り付けて、対向する端面の同板材同士を緩くかみ合わせ、同構造体の上下方向の変位は許容し、同構造体の幅方向および厚さ方向の変位は拘束するように構成されてなることを特徴とする遮水構造を備えた連結構造物を提供する。   (5) As a fifth means, in the connection structure provided with the water blocking structure according to the third means or the fourth means, the locking portion winds a spirally wound plate material instead of the flat plate. The center direction is oriented vertically and attached to the opposite end surfaces of the structure at the rear end sides of the windings respectively, and the same plate members of the opposing end surfaces are loosely engaged with each other, and the vertical displacement of the structure is allowed. And a connecting structure provided with a water-blocking structure, wherein the connecting structure is configured to restrain displacement of the structure in a width direction and a thickness direction.

第5の手段によれば、第3の手段または第4の手段の作用において、前記連結部の平板の作用に代えて、係合部の板材によって、構造体同士が厚さ方向または幅方向に相対変位した場合、いずれも板材が接触して弾塑性変形し、また、構造体が不等沈下した場合は板材同士が自由に相対変位し、構造体の各方向の相対変位量が吸収され、変位を許容するとともに漏水を阻止することができる。また、側面密封部および補助密封部は同様に作用し、これにより、遮水構造は正常な連結機能および遮水機能を保持することができる。   According to the fifth means, in the operation of the third means or the fourth means, instead of the function of the flat plate of the connecting portion, the structures are separated in the thickness direction or the width direction by the plate material of the engaging portion. In the case of relative displacement, any plate material comes into contact and undergoes elasto-plastic deformation, and when the structure sinks unequally, the plate materials are freely displaced relative to each other, and the relative displacement in each direction of the structure is absorbed, Displacement can be allowed and water leakage can be prevented. Also, the side sealing portion and the auxiliary sealing portion operate in the same manner, so that the water-blocking structure can maintain a normal connection function and a water-blocking function.

(6)第6の手段として、第3の手段または第4の手段の遮水構造を備えた連結構造物において、前記係止部が、前記平板に代えて前記端面とともにS字状をなすように巻いた板材を、巻き中心方向を上下方向に配向し前記構造体の互いに対向する両端面にそれぞれ巻きの後端辺で取り付けるとともに、同板材と対向する側の端面に同板材の先端と相対する係止板をそれぞれ取り付け、対向する端面の同板材同士を緩くかみ合わせ、同構造体の上下方向の変位は許容し、同構造体の幅方向および厚さ方向の変位は拘束するように構成されてなることを特徴とする遮水構造を備えた連結構造物を提供する。   (6) As a sixth means, in the connection structure provided with the water blocking structure according to the third means or the fourth means, the locking portion is formed in an S shape together with the end face instead of the flat plate. The plate material wound in the direction above is oriented in the vertical direction with the winding center direction attached to the opposite end surfaces of the structure at the rear end sides of the winding respectively, and the front end of the plate material is attached to the end surface on the side facing the same plate material. Each of the locking plates is attached to each other, the same plate material on the opposite end face is loosely engaged, the vertical displacement of the same structure is allowed, and the displacement of the same structure in the width direction and the thickness direction is restricted. Provided is a connection structure provided with a water impermeable structure.

第6の手段によれば、第3の手段または第4の手段の作用において、前記連結部の平板の作用に代えて、係合部の板材によって、構造体同士が幅方向に離反するように変位した場合、各板材の先端は対応する係止板と引っ掛かり接触して変形し、構造体同士が幅方向に接近するように変位した場合、各板材の先端近傍は相手側端面に押し当てられるか、先端が対応する係止板と接触して変形して、構造体の幅方向の変位を許容するとともに、漏水を阻止し、厚さ方向の移動の場合にも各板材の先端と係止板とがそれぞれ接触して変形し、変位を許容するとともに漏水を阻止することができる。また、側面密封部および補助密封部は同様に作用し、これにより、遮水構造は正常な連結機能および遮水機能を保持することができる。   According to the sixth means, in the operation of the third means or the fourth means, the structures are separated from each other in the width direction by the plate material of the engaging portion instead of the function of the flat plate of the connecting portion. When displaced, the tip of each plate is caught in contact with the corresponding locking plate and deformed, and when the structures are displaced so as to approach each other in the width direction, the vicinity of the tip of each plate is pressed against the end surface on the other side. Or, the tip is deformed by contact with the corresponding locking plate, allowing displacement in the width direction of the structure, preventing water leakage, and locking with the tip of each plate even in the case of movement in the thickness direction. The plates can be deformed in contact with each other, allowing displacement and preventing water leakage. Also, the side sealing portion and the auxiliary sealing portion operate in the same manner, so that the water-blocking structure can maintain a normal connection function and a water-blocking function.

(7)第7の手段として、第1の手段ないし第6の手段のいずれかの遮水構造を備えた連結構造物において、前記不透水性充填材が充填された前記空間に生じた空隙を充填する補充液のタンクを備えてなることを特徴とする遮水構造を備えた連結構造物を提供する。   (7) As a seventh means, in the connection structure provided with the impermeable structure according to any one of the first means to the sixth means, a gap generated in the space filled with the water-impermeable filler is removed. A connection structure provided with a water-blocking structure, comprising a tank for a replenisher to be filled.

第7の手段によれば、第1の手段ないし第6の手段のいずれかの作用に加え、構造体同士が大きく相対変位して構造体間の空間の容積が大きくなり、不透水性充填材が不足して空隙が生じた際は、タンク内の補充液を放出して空隙を満杯に補充し、連結部の空間内のヘッドが構造体両側の水域のヘッドより高く確保されるため、遮水性が向上する。   According to the seventh means, in addition to the operation of any one of the first means to the sixth means, the structures are relatively displaced relatively to each other to increase the volume of the space between the structures, and the impermeable filler is provided. If the gap is insufficient due to lack of space, the replenisher in the tank is discharged to completely fill the gap, and the head in the connection space is secured higher than the head in the water area on both sides of the structure. The water is improved.

(8)第8の手段として、第1の手段または第2の手段の遮水構造を備えた連結構造物において、前記連結部の空間に、前記構造体の上下方向および幅方向にわたって設けられる遮水部材を更に備えることを特徴とする遮水構造を備えた連結構造物を提供する。   (8) As an eighth means, in the connection structure provided with the water blocking structure of the first means or the second means, in the space of the connection part, the shielding provided over the vertical direction and the width direction of the structure. A connection structure provided with a water-blocking structure, further comprising a water member.

第8の手段の遮水構造を備えた連結構造物において、前記遮水部材は、水を透過しない材料で製造されており、前記構造体の前記連結部の前記空間に前記構造体の上下方向及び幅方向にわたって設けられる。そのため、たとえば前記側面密封部が破損した場合でも水は前記遮水部材によって浸入が妨げられ、正常な遮水機能が保持される。   In a connection structure having a water-blocking structure according to an eighth aspect, the water-blocking member is made of a material that does not transmit water, and is provided in the space of the connection portion of the structure in the vertical direction of the structure. And over the width direction. Therefore, for example, even if the side sealing portion is broken, water is prevented from entering by the water blocking member, and a normal water blocking function is maintained.

前記遮水部材は好適には可撓性を有する。可撓性を有する前記遮水部材は、前記構造体の不等沈下、傾斜、側方移動等が生じてもこれらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができる。   The water shielding member preferably has flexibility. The water-blocking member having flexibility absorbs and allows relative displacement or movement of the structure even if unequal settlement, inclination, lateral movement, and the like, and has a normal connection function and a water-blocking function. Can be held.

(9)第9の手段として、第8の手段の遮水構造を備えた連結構造物において、前記構造体は前記端面に切欠き部を備え、前記遮水部材の前記端部は前記切欠き部に設けられることを特徴とする遮水構造を備えた連結構造物を提供する。   (9) As a ninth means, in the connection structure provided with the water-blocking structure according to the eighth means, the structure has a notch on the end face, and the end of the water-blocking member is the notch. Provided is a connection structure provided with a water-blocking structure provided in a portion.

第9の手段によれば、第8の手段における前記遮水部材の作用を保ったままで、前記連結部の前記空間の幅を前記遮水部材の幅より縮小することができる。前記空間の幅が縮小されると、水の浸入や、前記不透水性充填材の漏洩を少量に留めることができ、遮水性が向上する。
(10)第10の手段として、第8の手段または第9の手段の遮水構造を備えた連結構造物において、前記遮水部材が波形板であることを特徴とする遮水構造を備えた連結構造物を提供する。
According to the ninth means, the width of the space of the connecting portion can be made smaller than the width of the water-impervious member while maintaining the function of the water-impervious member in the eighth means. When the width of the space is reduced, infiltration of water and leakage of the water-impermeable filler can be reduced to a small amount, and the water blocking property is improved.
(10) As a tenth means, in the connection structure having the water-impervious structure of the eighth means or the ninth means, the water-impervious member is a corrugated plate. A connecting structure is provided.

前記波形板は、幅方向の圧縮や曲げを吸収しやすく、前記構造体の不等沈下、傾斜、側方移動等により生じる前記構造体の相対変位または移動を吸収、許容する能力が高いので、第8の手段または第9の手段の作用を更に高めることができる。   The corrugated plate easily absorbs compression and bending in the width direction, and has a high ability to absorb and allow relative displacement or movement of the structure caused by uneven settlement, inclination, lateral movement, etc. of the structure, The operation of the eighth means or the ninth means can be further enhanced.

(11)第11の手段として、第10の手段の遮水構造を備えた連結構造物において、前記波形板が前記切欠き部に納められている部分に強度弱小部を備えることを特徴とする遮水構造を備えた連結構造物を提供する。   (11) As an eleventh means, in the connection structure having the water-impervious structure of the tenth means, the corrugated plate is provided with a weak portion at a portion accommodated in the notch. Provided is a connection structure having a water blocking structure.

第11の手段において、前記遮水部材の前記切欠き部に納められていない部分が破損した場合、前記空間部に浸入してくる水は前記切欠き部を通過することなく前記遮水部材の破損部を通過し、短時間で前記空間を通過する。一方、前記切欠き部に納められている部分が破損した場合、浸入水は前記切欠き部に浸入しないと前記遮水部材の破損部を通過できないため浸入水の通過時間は比較的長くなり、浸入水の漏洩を防ぎやすく、遮水性が向上する。浸入水の通過時間を長くするためには、前記強度弱小部が備えられる位置が前記遮水部材の端部に近いほど好ましい。   In the eleventh means, when a portion of the water shielding member that is not accommodated in the notch portion is damaged, water entering the space portion does not pass through the notch portion and the water shielding member does not pass through the notch portion. It passes through the damaged part and passes through the space in a short time. On the other hand, when the portion accommodated in the notch portion is damaged, the infiltration water is relatively long because the infiltration water cannot pass through the damaged portion of the impermeable member unless it intrudes into the notch portion, It is easy to prevent leakage of infiltration water, and water shielding is improved. In order to lengthen the passage time of the infiltration water, it is preferable that the position where the weak strength portion is provided is closer to the end of the water shielding member.

(12)第12の手段として、第1の手段ないし第11の手段の遮水構造を備えた連結構造物において、前記連結部の空間に、前記構造体の上下方向および幅方向にわたって設けられる熱流動性遮水材と、前記熱流動性遮水材を加熱する加熱手段とを更に備えることを特徴とする遮水構造を備えた連結構造物を提供する。
第12の手段において、前記熱流動性遮水材は、前記構造体の前記連結部の前記空間を前記構造体の上下方向及び幅方向にわたって設けられる。前記熱流動性遮水材は、前記構造体が端面に切欠き部を備えている場合は非切欠き部に挟まれる前記空間に設けることができる。前記加熱手段として、通電により発熱する加熱材を前記熱流動性遮水材に埋設することができる。
(12) As a twelfth means, in the connection structure provided with the impermeable structure of the first means to the eleventh means, the heat provided in the space of the connection part in the vertical direction and the width direction of the structure. A connection structure having a water-blocking structure, further comprising: a fluid-blocking material; and a heating means for heating the heat-fluid-blocking material.
In a twelfth aspect, the heat-fluid impermeable material is provided in the space of the connecting portion of the structure in a vertical direction and a width direction of the structure. When the structure has a notch on the end surface, the heat-fluid impermeable material can be provided in the space sandwiched between the non-notches. As the heating means, a heating material that generates heat when energized can be embedded in the heat-fluid impermeable material.

前記熱流動性遮水材は、常温においては外力により形状が変化し、高温においては流動性を有するものであり、融点が低い材料が好ましい。前記熱流動性遮水材として、例えばアスファルトマスチックを用いることができる。   The heat-fluid waterproofing material changes its shape at normal temperature due to external force, has fluidity at high temperature, and is preferably a material having a low melting point. As the thermal fluid barrier material, for example, asphalt mastic can be used.

前記第12の手段の遮水構造を備えた連結構造物によれば、前記遮水構造の一部が破損して前記構造物の連結部に隙間が生じた場合は、前記加熱手段によって前記熱流動性遮水材を加熱して流動化させる。流動化した前記熱流動性遮水材は前記連結部に生じた隙間を埋めるので、遮水構造の一部が破損した場合であっても正常な遮水機能が保持される。   According to the connection structure having the water-impervious structure of the twelfth means, when a part of the water-impervious structure is damaged and a gap is generated in a connection portion of the structure, the heat is applied by the heating means. The fluid waterproofing material is heated and fluidized. The fluidized thermal fluid barrier material fills the gap formed in the connection portion, so that a normal water barrier function is maintained even when a part of the water barrier structure is damaged.

(1)請求項1の発明によれば、連結構造体の遮水構造を、複数の構造体を幅方向に順次に連結して水域と水域の間または水域と他の領域の間に設けられる遮水構造を備えた連結構造物であって、連結部において隣り合う前記構造体の連結部の空間に充填された不透水性充填材と、同構造体の厚さ方向での同空間の両端において隣り合う前記構造体の側壁を連結して設置された側面密封部とを備えてなるように構成したので、不透水性充填材により遮水がなされるとともに、側面密封部の撓み変形によって、構造体同士の厚さ方向の相対変位が吸収され、不透水性充填材が側壁側から漏洩することはなく、連結部の連結機能および遮水機能が正常に保持される。連結構造物の構造体に不等沈下、傾斜、側方移動等が生じても、これらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができ、海水汚染等遮水機能低下の影響の問題を防止することができる。   (1) According to the first aspect of the present invention, the impermeable structure of the connecting structure is provided between the water areas or between the water areas and other areas by sequentially connecting the plurality of structures in the width direction. A connection structure having a water-blocking structure, wherein a water-impermeable filler filled in a space of a connection portion of the adjacent structure at a connection portion, and both ends of the space in the thickness direction of the structure Since it is configured so as to include a side sealing portion provided by connecting the side walls of the adjacent structural bodies, water is impermeable by the impervious filler, and the side sealing portion is deformed by bending. The relative displacement in the thickness direction between the structures is absorbed, the impermeable filler does not leak from the side wall side, and the connection function and the water blocking function of the connection portion are normally maintained. Even if uneven settlement, inclination, lateral movement, etc. occur in the structure of the connection structure, these relative displacements or movements can be absorbed and allowed, and the normal connection function and impermeable function can be maintained, and seawater can be maintained. It is possible to prevent the problem of the influence of the impermeability function such as pollution.

(2)請求項2の発明によれば、請求項1に記載の遮水構造を備えた連結構造物において、前記側面密封部の外側を覆う補助密封部にたるみを持たせて設置してなるように構成したので、請求項1の発明の効果に加え、構造体が大きく相対変位または移動し連結部の側面密封部が破損した場合も、側面密封部を覆って補助密封部にたるみを持たせて設置しているため、不透水性充填材が外部の水域または他の領域側へ漏洩することはなく、遮水機能は正常に保持される。   (2) According to the second aspect of the present invention, in the connecting structure having the water-blocking structure according to the first aspect, the auxiliary sealing portion that covers the outside of the side sealing portion is provided with a slack. With this configuration, in addition to the effect of the first aspect of the present invention, even when the structure is largely displaced or moved and the side sealing portion of the connecting portion is damaged, the auxiliary sealing portion has a slack by covering the side sealing portion. Since the water-impermeable filler does not leak to the outside water area or other areas, the water-impermeable function is normally maintained.

(3)請求項3の発明によれば、請求項1または請求項2に記載の連結構造体の遮水構造において、前記連結部において隣り合う前記構造体の互いに対向する両端面にそれぞれ平板を上下方向に延在させ複数配列して取り付け、前記両端面の平板同士を交互に緩くかみ合わせ、前記構造体の上下方向および幅方向の変位は許容し、厚さ方向の変位は拘束するように構成された係止部を備えてなるように構成したので、請求項1または請求項2の発明の効果に加え、構造体の上下方向および幅方向の変位は許容し、厚さ方向の変位は拘束するが、係止部の平板の弾性変形、さらには塑性変形能力によって構造体同士の厚さ方向の相対変位が吸収され、連結部の連結機能および遮水機能が正常に保持される。連結構造物の構造体に不等沈下、傾斜、側方移動等が生じても、これらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができ、海水汚染等遮水機能低下の影響の問題を防止することができる。   (3) According to the third aspect of the present invention, in the water blocking structure of the connecting structure according to the first or second aspect, flat plates are respectively provided on both end faces of the adjacent structures in the connecting portion. A plurality of plates extending in the up-down direction are mounted and attached, and the flat plates on both end surfaces are alternately loosely engaged with each other, so that the displacement in the up-down direction and the width direction of the structure is allowed, and the displacement in the thickness direction is restrained. In addition to the effects of the first and second aspects of the present invention, the vertical and lateral displacements of the structure are allowed, and the displacement in the thickness direction is restricted. However, the elastic deformation of the flat plate of the locking portion and the plastic deformation capability absorb the relative displacement in the thickness direction between the structures, and the connection function and the water blocking function of the connection portion are normally maintained. Even if uneven settlement, inclination, lateral movement, etc. occur in the structure of the connection structure, these relative displacements or movements can be absorbed and allowed, and the normal connection function and impermeable function can be maintained, and seawater can be maintained. It is possible to prevent the problem of the influence of the impermeability function such as pollution.

(4)請求項4の発明によれば、請求項3に記載の遮水構造を備えた連結構造物において、前記係止部を構成する平板は、その下端部を水底中に貫入させ、前記各構造体毎に他方の端面の平板の下端部と同構造体の底部を巡って接続し同構造体外周にU字状に取り付けられてなるように構成したので、請求項3の発明の効果に加え、係止部を構成する平板はその下端部が、各構造体毎に他方の端面の平板の下端部と構造体の底部を巡って接続しU字状に取り付けられているため、構造体底部での漏水が防止される。   (4) According to the fourth aspect of the present invention, in the connecting structure provided with the water blocking structure according to the third aspect, the flat plate constituting the locking portion has a lower end portion penetrating into a water bottom, and The structure according to the third aspect of the present invention is configured so that the lower end of the flat plate on the other end face and the bottom of the same structure are connected to each other for each structure and attached in a U-shape to the outer periphery of the structure. In addition to the above, the lower end of the flat plate forming the locking portion is connected to the lower end of the flat plate on the other end face and the bottom of the structure for each structure, and is attached in a U-shape. Water leakage at the bottom of the body is prevented.

(5)請求項5の発明によれば、請求項3または請求項4に記載の遮水構造を備えた連結構造物において、前記係止部が、前記平板に代えて渦巻状に巻いた板材を、巻き中心方向を上下方向に配向し前記構造体の互いに対向する両端面にそれぞれ巻きの後端辺で取り付けて、対向する端面の同板材同士を緩くかみ合わせ、同構造体の上下方向の変位は許容し、同構造体の幅方向および厚さ方向の変位は拘束するように構成されてなるように構成したので、請求項3または請求項4の発明の効果において、前記連結部の平板の効果に代えて、係合部の板材によって、構造体同士が厚さ方向または幅方向に相対変位した場合、いずれも板材が接触して弾塑性変形し、また、構造体が不等沈下した場合は板材同士が自由に相対変位し、構造体の各方向の相対変位量が吸収され、変位を許容するとともに漏水を阻止することができる。また、側面密封部、補助密封部は同様に効果を奏し、これにより、遮水構造は正常な連結機能および遮水機能を保持することができる。   (5) According to the fifth aspect of the present invention, in the connecting structure having the water-blocking structure according to the third or fourth aspect, the locking portion is formed in a spiral shape instead of the flat plate. , The winding center direction is oriented in the vertical direction, attached to the opposite end faces of the structure at the rear end sides of the windings respectively, and the same plate materials of the opposing end faces are loosely engaged with each other, thereby displacing the structure in the vertical direction. And the displacement of the same structure in the width direction and the thickness direction is configured to be restrained. In place of the effect, when the structures are relatively displaced in the thickness direction or the width direction due to the plate material of the engaging portion, any of the plate materials is in contact with each other and deformed elastically and plastically, and the structure is unequally settled. Indicates that the plates are freely displaced relative to each other, The amount of relative displacement absorption can prevent water leakage while permitting displacement. In addition, the side sealing portion and the auxiliary sealing portion have the same effect, so that the water blocking structure can maintain the normal connection function and the water blocking function.

(6)請求項6の発明によれば、請求項3または請求項4に記載の遮水構造を備えた連結構造物において、前記係止部が、前記平板に代えて前記端面とともにS字状をなすように巻いた板材を、巻き中心方向を上下方向に配向し前記構造体の互いに対向する両端面にそれぞれ巻きの後端辺で取り付けるとともに、同板材と対向する側の端面に同板材の先端と相対する係止板をそれぞれ取り付け、対向する端面の同板材同士を緩くかみ合わせ、同構造体の上下方向の変位は許容し、同構造体の幅方向および厚さ方向の変位は拘束するように構成されてなるように構成したので、請求項3または請求項4の発明の効果において、前記連結部の平板の効果に代えて、係合部の板材によって、構造体同士が幅方向に離反するように変位した場合、各板材の先端は対応する係止板と引っ掛かり接触して変形し、構造体同士が幅方向に接近するように変位した場合、各板材の先端近傍は相手側端面に押し当てられるか、先端が対応する係止板と接触して変形して、構造体の幅方向の変位を許容するとともに、漏水を阻止し、厚さ方向の移動の場合にも各板材の先端と係止板とがそれぞれ接触して変形し、変位を許容するとともに漏水を阻止することができる。また、側面密封部、補助密封部は同様の効果を奏し、これにより、遮水構造は正常な連結機能および遮水機能を保持することができる。   (6) According to a sixth aspect of the present invention, in the connecting structure provided with the water-blocking structure according to the third or fourth aspect, the locking portion is S-shaped together with the end face instead of the flat plate. A plate material wound so as to form a vertical direction with the winding center direction oriented and attached to the opposite end surfaces of the structure respectively at the rear end sides of the winding, and the end of the same plate material on the end surface facing the same plate material Attach the locking plate opposite to the tip, loosely engage the same plate material on the opposite end surface, allow vertical displacement of the structure, and restrict the width and thickness displacement of the structure In the effect of the third or fourth aspect of the present invention, the structures are separated from each other in the width direction by the plate member of the engaging portion instead of the flat plate effect of the connecting portion. Each plate The tip of the plate is deformed by hooking contact with the corresponding locking plate, and when the structures are displaced to approach each other in the width direction, the vicinity of the tip of each plate material is pressed against the mating end face or the tip corresponds. It deforms in contact with the locking plate, allowing displacement in the width direction of the structure, preventing water leakage, and even when moving in the thickness direction, the tip of each plate material comes into contact with the locking plate, respectively. To allow displacement and prevent water leakage. Further, the side sealing portion and the auxiliary sealing portion have the same effect, so that the water shielding structure can maintain the normal connection function and the water shielding function.

(7)請求項7の発明によれば、請求項1ないし請求項6のいずれかに記載の遮水構造を備えた連結構造物において、前記不透水性充填材が充填された前記空間に生じた空隙を充填する補充液のタンクを備えてなるように構成したので、請求項1ないし請求項6いずれかの発明の効果に加え、構造体同士が大きく相対変位して構造体間の空間の容積が大きくなり、不透水性充填材が不足して空隙が生じた際は、タンク内の補充液を放出して空隙を満杯に補充し、連結部の空間内のヘッドが構造体両側の水域のヘッドより高く確保されるため、遮水性が向上する。   (7) According to the seventh aspect of the present invention, in the connecting structure provided with the water-blocking structure according to any one of the first to sixth aspects, the connection structure is formed in the space filled with the water-impermeable filler. Is provided with a tank of a replenisher for filling the voids. In addition to the effects of any one of the first to sixth aspects of the present invention, the structures are relatively displaced relative to each other and the space between the structures is reduced. When the volume becomes large and the impervious filler material becomes insufficient and voids are generated, the replenisher in the tank is discharged to replenish the voids completely, and the head in the space of the connecting part becomes the water area on both sides of the structure. Since the head is secured higher than the head, the water shielding property is improved.

(8)請求項8の発明によれば、請求項1または請求項2に記載の遮水構造を備えた連結構造物において、前記連結部の空間に、前記構造体の上下方向および幅方向にわたって設けられる遮水部材を更に備えるように構成したので、請求項1または請求項2の発明の効果に加えて、前記側面密封部が破損した場合でも、前記遮水部材によって水の浸入が妨げられ、正常な遮水機能が保持される。前記遮水部材が可撓性を有すると、前記構造体の不等沈下、傾斜、側方移動等による前記構造体の相対変位または移動を吸収、許容して正常な連結機能および遮水機能が保持できる。   (8) According to the invention of claim 8, in the connection structure provided with the water-blocking structure according to claim 1 or 2, in the space of the connection portion, in the up-down direction and the width direction of the structure. Since it is configured to further include the provided water-blocking member, in addition to the effects of the invention of claim 1 or 2, even if the side sealing portion is broken, the water-blocking member prevents water from entering. , The normal water shielding function is maintained. When the water blocking member has flexibility, the relative displacement or movement of the structure due to unequal settlement, inclination, lateral movement, etc. of the structure is absorbed and allowed, and a normal connection function and water blocking function are provided. Can hold.

(9)請求項9の発明によれば、請求項8に記載の遮水構造を備えた連結構造物において、前記構造体は前記端面に切欠き部を備え、前記遮水部材の前記端部は前記切欠き部に設けられるように構成したので、請求項8に記載の遮水構造を備えた連結構造物における前記遮水部材の作用を保ったままで、前記連結部の前記空間の幅を前記遮水部材の幅より縮小することができ、水の浸入や、前記不透水性充填材の漏洩を少量に留めることができ、遮水性が向上する。   (9) According to the ninth aspect of the present invention, in the connecting structure having the water-blocking structure according to the eighth aspect, the structure has a cutout on the end face, and the end of the water-blocking member is provided. Is configured to be provided in the notch, so that the width of the space of the connecting portion is reduced while maintaining the function of the water blocking member in the connecting structure having the water blocking structure according to claim 8. It can be smaller than the width of the water-blocking member, so that water infiltration and leakage of the water-impermeable filler can be reduced to a small amount, and water-blocking is improved.

(10)請求項10の発明によれば、請求項8または請求項9に記載の遮水構造を備えた連結構造物において、前記遮水部材が波形板であるように構成した。前記波形板は幅方向の圧縮や曲げを吸収しやすく、前記構造体の不等沈下、傾斜、側方移動等により生じる前記構造体の相対変位または移動を吸収、許容する能力が高いので、請求項8または請求項9に記載の発明の効果を更に高めることができる。   (10) According to the tenth aspect of the present invention, in the connecting structure having the water shielding structure according to the eighth or ninth aspect, the water shielding member is configured to be a corrugated plate. Since the corrugated plate easily absorbs compression and bending in the width direction, and has a high ability to absorb and tolerate relative displacement or movement of the structure caused by uneven settlement, inclination, lateral movement, etc. of the structure, The effects of the invention described in Item 8 or 9 can be further enhanced.

(11)請求項11の発明によれば、請求項10に記載の遮水構造を備えた連結構造物において、前記波形板が前記切欠き部に納められている部分に強度弱小部を備えるように構成したので、前記遮水部材が破損する時は前記強度弱小部が破損する。このとき、浸入する水は前記切欠き部を移動することになり移動経路が長くなるため水の浸入を遅らせることができ、請求項10の発明の効果に加えて、さらに遮水性が向上する。   (11) According to the eleventh aspect of the present invention, in the connecting structure having the water-impervious structure according to the tenth aspect, the corrugated plate may have a weak strength portion in a portion accommodated in the cutout portion. Therefore, when the water blocking member is damaged, the weak portion is damaged. At this time, the intruding water moves in the notch, and the movement path becomes longer, so that the infiltration of the water can be delayed, and in addition to the effect of the tenth aspect of the invention, the water shielding property is further improved.

(12)請求項12の発明によれば、請求項1ないし請求項11のいずれかに記載の遮水構造を備えた連結構造物において、前記連結部の空間に、前記構造体の上下方向および幅方向にわたって設けられる熱流動性遮水材と、前記熱流動性遮水材を加熱する加熱材とを更に備えるように構成した。前記熱流動性遮水材は、常温においては外力により形状が変化するので連結部の空間への水の浸入を妨げ、高温においては流動性を有するので、前記遮水構造の一部が破損して前記構造物の連結部に隙間が生じた場合は、前記加熱手段によって前記熱流動性遮水材を加熱して流動化させ、隙間を埋めることができ、遮水機能が正常に保持される。   (12) According to the twelfth aspect of the present invention, in the connecting structure provided with the water-blocking structure according to any one of the first to eleventh aspects, the space of the connecting portion includes the vertical direction of the structural body and It is configured to further include a heat-fluid impermeable material provided over the width direction and a heating material for heating the heat-fluid impermeable material. The thermo-fluid impermeable material, at normal temperature, changes its shape due to external force, which prevents water from entering the space of the connecting portion, and has high fluidity at high temperatures, so that a part of the impermeable structure is damaged. In the case where a gap is generated in the connection portion of the structure, the heating means heats and fluidizes the heat-fluid impermeable material, and the gap can be filled, so that the impermeable function is normally maintained. .

図1に基づき、本発明の実施の第1形態に係る遮水構造を備えた連結構造物を説明する。図1は、前述の図20中D−D矢視に相当する本実施の形態の遮水構造を備えた連結構造物の構成を示す平面断面図である。本実施例の連結構造物は水域S1と水域S2との間に設けられるものである。   With reference to FIG. 1, a connection structure having a water-blocking structure according to a first embodiment of the present invention will be described. FIG. 1 is a cross-sectional plan view showing the configuration of a connection structure having a water-blocking structure according to the present embodiment, which corresponds to the view taken along the line DD in FIG. The connecting structure of the present embodiment is provided between the water area S1 and the water area S2.

図1に示すように、本実施の形態の連結構造物100の遮水構造は、単位となる構造体のケーソン1とケーソン1との連結部12に設置され、連結機能および遮水機能を備えている。連結部12の遮水構造は、対向するケーソン1の端面1a、1b間の空間12aに充填された不透水性充填材(たとえば透水係数の小さい粘性土)14と、ケーソン1同士を連結すると共にその間の相対変形を許容して、不透水性充填材14が連結部12の側方から漏洩するのを防止するよう、ケーソン1の厚さ方向Zでの空間12aの両端において隣り合うケーソン1の両側壁1cを連結して設置された鋼板、ゴムシートなどからなる側面密封部15と、さらに、この側面密封部15の外側全体を覆うようにたるみを持たせて設置された、たとえばゴムシート、伸縮性の大きい材料などからなる補助密封部16などで構成されている。(ここで「厚さ方向Z」とは、ケーソン1が順次連結される方向Xに垂直な水平方向である。)   As shown in FIG. 1, the water-blocking structure of the connection structure 100 according to the present embodiment is provided at a connection portion 12 between the caisson 1 and the caisson 1 of the unit structure, and has a connection function and a water-blocking function. ing. The water-blocking structure of the connecting portion 12 connects the caisson 1 with an impermeable filler (for example, a viscous soil having a small water permeability) 14 filled in the space 12a between the end surfaces 1a and 1b of the facing caisson 1. In order to allow relative deformation during that time and prevent the water-impermeable filler material 14 from leaking from the side of the connecting portion 12, the caisson 1 adjacent to each other at both ends of the space 12a in the thickness direction Z of the caisson 1 is formed. A side sealing portion 15 made of a steel plate, a rubber sheet or the like installed by connecting the both side walls 1c, and further, for example, a rubber sheet installed with a slack so as to cover the entire outside of the side sealing portion 15, It is composed of an auxiliary sealing portion 16 made of a material having high elasticity. (Here, the "thickness direction Z" is a horizontal direction perpendicular to the direction X in which the caisson 1 is sequentially connected.)

上記のような本実施の形態の連続構造物の遮水構造においては、ケーソン1同士が、図2の矢印Z方向(厚さ方向)に相対変位した場合、図1に示す連結部12の両側壁1cに設置した側面密封部15の撓み変形によってケーソン1同士の厚さ方向Zの相対変位が吸収され、連結部12の空間12a内に充填された不透水性充填材14が側壁1c側から漏洩することはなく、連結部12の連結機能および遮水機能は正常に保持される。   In the impermeable structure of the continuous structure of the present embodiment as described above, when the caissons 1 are relatively displaced in the direction of the arrow Z (thickness direction) in FIG. 2, both sides of the connecting portion 12 shown in FIG. The relative displacement of the caisson 1 in the thickness direction Z is absorbed by the bending deformation of the side sealing portion 15 installed on the wall 1c, and the water-impermeable filler 14 filled in the space 12a of the connecting portion 12 is removed from the side wall 1c side. There is no leakage, and the connection function and the water blocking function of the connection portion 12 are normally maintained.

ケーソン1同士は、図1の矢印X方向(ケーソン1が順次連結される方向、すなわち「幅方向」)に自由に移動可能であり、側面密封部15の撓み変形によってケーソン1同士の幅方向Xの相対変位が吸収され、連結部12の連結、遮水機能は正常に保持される。   The caissons 1 can freely move in the direction of the arrow X in FIG. 1 (the direction in which the caissons 1 are sequentially connected, that is, the “width direction”). Is absorbed, and the connection of the connecting portion 12 and the water blocking function are normally maintained.

また、ケーソン1が図22(a)に示すように不等沈下した場合は、ケーソン1同士は上下方向Yに自由に移動可能であり、上記同様、連結部12の連結、遮水機能は正常に保持される。この他、図22(b)に示すような傾斜に伴う相対変位や移動に対しても、遮水構造は上記同様の作用を発揮し、連結部12の連結、遮水機能は正常に保持される。   When the caisson 1 sinks unequally as shown in FIG. 22 (a), the caissons 1 can freely move in the vertical direction Y, and the connection of the connecting portion 12 and the water blocking function are normal as described above. Is held. In addition, the water-blocking structure exerts the same effect as described above even with respect to the relative displacement and movement caused by the inclination as shown in FIG. 22B, and the connection and the water-blocking function of the connecting portion 12 are normally maintained. You.

ケーソン1が大きく相対変位または移動し、万一、連結部12の両側壁1cに設置した側面密封部15が破損した場合、連結部空間12a内から不透水性充填材14が漏洩する恐れがあるが、側面密封部15の外側全体を覆って伸縮性の大きい補助密封部16にたるみを持たせて設置しているので、不透水性充填材14が外部の海水側へ漏洩することはなく、遮水機能は正常に保持される。   If the caisson 1 is relatively displaced or moved, and the side sealing portions 15 provided on both side walls 1c of the connecting portion 12 are damaged, the impermeable filler 14 may leak from the connecting portion space 12a. However, since the auxiliary sealing portion 16 having large elasticity is installed with a slack covering the entire outside of the side sealing portion 15, the impermeable filler 14 does not leak to the outside seawater side, The impermeable function is maintained normally.

さらに万一、補助密封部16が破損するという事態が生じ、連結部空間12a内に海水が浸入した場合でも、充填された不透水性充填材14は透水性が非常に悪いため、海水が空間内を通過するのに多大の時間を要し、その間に破損部分の補修を行うことができるので、海水汚染等の影響を防止することができる。   Further, even if the auxiliary sealing portion 16 is broken and seawater enters the connecting portion space 12a, the filled water-impermeable filler 14 has very poor water permeability. It takes a lot of time to pass through the inside, and during that time, the damaged portion can be repaired, so that the influence of seawater pollution and the like can be prevented.

このように、本実施の形態の遮水構造を備えた連結構造物によると、対向するケーソン1同士の連結部12の空間12a内には不透水性充填材14を充填し、ケーソン1の連結部側壁1cには側面密封部15を設置し、さらに側面密封部15の外側を覆って補助密封部16を設置したので、ケーソン連結構造に不等沈下、傾斜、側方移動等が生じても、これらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができ、海水汚染等の影響を防止することができるという効果がある。   As described above, according to the connecting structure having the water blocking structure of the present embodiment, the space 12a of the connecting portion 12 between the opposing caissons 1 is filled with the water-impermeable filler 14 to connect the caissons 1. Since the side sealing portion 15 is provided on the side wall 1c, and the auxiliary sealing portion 16 is further provided so as to cover the outside of the side sealing portion 15, even if the caisson connection structure is unevenly settled, inclined, laterally moved, or the like. In addition, these relative displacements or movements can be absorbed and allowed, the normal connection function and the water blocking function can be maintained, and the effect of seawater pollution or the like can be prevented.

図2から図6に基づき、本発明の実施の第2形態に係る遮水構造を備えた連結構造物を説明する。図2は、前述の図20中D−D矢視に相当する本実施の形態の遮水構造を備えた連結構造物の構成を示す平面断面図、図3および図4は、図2中E部の拡大図であり、本実施の形態の遮水構造を備えた連結構造物の作用説明図、図5は、図2中F−F矢視による、前述の図22(a)、(b)と同様範囲の立面断面図である。図6は、本実施の形態の遮水構造を備えた連結構造物における係止部の変形例の説明図であり、図3、4に対応する拡大図である。本実施例の連結構造物は水域S1と水域S2との間に設けられるものである。   Referring to FIGS. 2 to 6, a connecting structure having a water-blocking structure according to a second embodiment of the present invention will be described. FIG. 2 is a cross-sectional plan view showing a configuration of a connecting structure having a water-blocking structure according to the present embodiment, which corresponds to the above-described view taken along the line DD in FIG. 20, and FIGS. It is an enlarged view of a part, and is an operation explanatory view of a connecting structure provided with a water blocking structure of the present embodiment, and FIG. 5 is the above-mentioned FIGS. 22 (a) and 22 (b) taken along the line FF in FIG. FIG. FIG. 6 is an explanatory view of a modified example of the locking portion in the connection structure having the water blocking structure of the present embodiment, and is an enlarged view corresponding to FIGS. The connecting structure of the present embodiment is provided between the water area S1 and the water area S2.

図2に示すように、本実施の形態の連結構造物100の遮水構造は、単位となる構造体のケーソン1とケーソン1との連結部12に設置され、連結機能および遮水機能を備えている。すなわち、対向する一方のケーソン1の端面1aに複数の平板13aを、他方のケーソン1の端面1bに複数の平板13bを、それぞれケーソン1の上下方向(海域の深さ方向)Yの全長に亘って延在させて配列して端面1a、1bに垂直に立設し、各平板13aと13bとを交互に緩くかみ合わせた係止部13を形成して、ケーソン1の上下方向Yおよび幅方向Xの移動は許容し、厚さ方向Zの移動は拘束するように構成している。(ここで「厚さ方向Z」とは、ケーソン1が順次連結される方向Xに垂直な水平方向である。)   As shown in FIG. 2, the water-blocking structure of the connection structure 100 according to the present embodiment is provided at a connection portion 12 between the caisson 1 and the caisson 1 of the unit structure, and has a connection function and a water-blocking function. ing. That is, a plurality of flat plates 13a are provided on the end surface 1a of one of the opposing caissons 1, and a plurality of flat plates 13b are provided on the end surface 1b of the other caisson 1. The entire length of the caisson 1 in the vertical direction (the depth direction of the sea area) Y is provided. And vertically arranged on the end faces 1a and 1b to form a locking portion 13 in which the flat plates 13a and 13b are alternately loosely engaged with each other, and the vertical direction Y and the width direction X of the caisson 1 are formed. Is allowed, and the movement in the thickness direction Z is restricted. (Here, the "thickness direction Z" is a horizontal direction perpendicular to the direction X in which the caisson 1 is sequentially connected.)

連結部12の遮水構造は、上記係止部13と、係止部13を含む対向する端面1a、1b間の空間12aに充填された不透水性充填材(たとえば透水係数の小さい粘性土)14と、ケーソン1同士を連結すると共にその間の相対変形を許容して、不透水性充填材14が連結部12の側方から漏洩するのを防止するよう、空間12aの前記厚さ方向Z両端において隣り合うケーソン1の両側壁1cを連結して設置された鋼板、ゴムシートなどからなる側面密封部15と、さらに、この側面密封部15の外側全体を覆うようにたるみを持たせて設置された、たとえばゴムシート、伸縮性の大きい材料などからなる補助密封部16などで構成されている。   The water-blocking structure of the connecting portion 12 is made of a water-impermeable filler (for example, a clayey material having a small water permeability) filled in the locking portion 13 and the space 12a between the opposed end surfaces 1a and 1b including the locking portion 13. 14 and both ends in the thickness direction Z of the space 12a so as to allow the caisson 1 to be connected to each other and allow relative deformation therebetween to prevent the water-impermeable filler 14 from leaking from the side of the connecting portion 12. And a side sealing portion 15 made of a steel plate, a rubber sheet, or the like, which is installed by connecting both side walls 1c of the adjacent caissons 1, and further, is installed with a slack so as to cover the entire outside of the side sealing portion 15. Further, it is constituted by an auxiliary sealing portion 16 made of, for example, a rubber sheet, a highly elastic material, or the like.

係止部13を構成する平板13aおよび13bは、図5に示すように、そのそれぞれの下端部17a、17bを海底Gs中に貫入させており、さらに各ケーソン1毎に他方の端面の平板の下端部とケーソン1の底部を巡って接続し、ケーソン1外周にU字状に取り付けられる。   As shown in FIG. 5, the flat plates 13a and 13b constituting the locking portion 13 have their lower ends 17a and 17b penetrating into the seabed Gs, and furthermore, each caisson 1 has a flat plate on the other end face. The lower end and the bottom of the caisson 1 are connected around and attached to the outer periphery of the caisson 1 in a U-shape.

なお、図2では、係止部13をケーソン厚さ方向Zに3組を設置した場合を示したが、その設置組数は特にそれに限定されるものではない。   Although FIG. 2 shows a case where three sets of the locking portions 13 are installed in the caisson thickness direction Z, the number of the installed sets is not particularly limited.

また、係止部13を構成する平板13a、13bを、ケーソン端面1a、1bに対して垂直に取り付けた場合を示したが、図6に示すように、連結部12においてケーソン端面1a、1bに対して所定の角度に傾斜させて取り付けた平板23a、23bを設けて交互に緩くかみ合わせた係止部23を形成してもよい。   In addition, although the case where the flat plates 13a and 13b constituting the locking portion 13 are attached perpendicular to the caisson end surfaces 1a and 1b is shown, as shown in FIG. Alternatively, the locking portions 23 may be formed by alternately and loosely engaging the flat plates 23a and 23b attached at a predetermined angle.

上記のような本実施の形態の連続構造物の遮水構造においては、ケーソン1同士が、図3の矢印Z方向(厚さ方向)に相対変位した場合、係止部13の平板13aと13bとが接触するが、その際、平板13a、13bの弾性変形によって相対変位が吸収され、相対変位量がさらに大きくなった場合には、平板の塑性変形能力によって相対変位が吸収され、また図2に示す連結部12の両側壁1cに設置した側面密封部15の撓み変形によってケーソン1同士の厚さ方向Zの相対変位が吸収され、連結部12の空間12a内に充填された不透水性充填材14が側壁1c側から漏洩することはなく、連結部12の連結機能および遮水機能は正常に保持される。   In the water blocking structure of the continuous structure according to the present embodiment as described above, when the caissons 1 are relatively displaced in the arrow Z direction (thickness direction) of FIG. At this time, the relative displacement is absorbed by the elastic deformation of the flat plates 13a and 13b, and when the relative displacement amount is further increased, the relative displacement is absorbed by the plastic deformation capability of the flat plates. The relative displacement in the thickness direction Z between the caissons 1 is absorbed by the bending deformation of the side sealing portions 15 provided on both side walls 1c of the connecting portion 12 shown in FIG. The material 14 does not leak from the side wall 1c side, and the connecting function and the water blocking function of the connecting portion 12 are normally maintained.

ケーソン1同士は、図4の矢印X方向(幅方向)に自由に移動可能であり、側面密封部15の撓み変形によってケーソン1同士の幅方向Xの相対変位が吸収され、連結部12の連結、遮水機能は正常に保持される。   The caissons 1 are freely movable in the direction of the arrow X (width direction) of FIG. 4, and the relative displacement of the caissons 1 in the width direction X is absorbed by the bending deformation of the side sealing portion 15, and the connection of the connecting portions 12 is performed. , The water blocking function is maintained normally.

また、ケーソン1が図22(a)に示すように不等沈下した場合は、ケーソン1同士は上下方向Yに自由に移動可能であり、上記同様、連結部12の連結、遮水機能は正常に保持される。この他、図22(b)に示すような傾斜に伴う相対変位や移動に対しても、遮水構造は上記同様の作用を発揮し、連結部12の連結、遮水機能は正常に保持される。   When the caisson 1 sinks unequally as shown in FIG. 22 (a), the caissons 1 can freely move in the vertical direction Y, and the connection of the connecting portion 12 and the water blocking function are normal as described above. Is held. In addition, the water-blocking structure exerts the same effect as described above even with respect to the relative displacement and movement caused by the inclination as shown in FIG. 22B, and the connection and the water-blocking function of the connecting portion 12 are normally maintained. You.

上記相対変位や移動に伴ってケーソン1の底部が多少海底Gsより浮き上がった場合でも、係止部13の平板13a、13bの下端部17a、17bを海底Gs中に貫入させて、さらに各ケーソン1毎に他方の端面の平板の下端部とケーソン1の底部を巡って接続し、ケーソン1外周にU字状に取り付けられているので、ケーソン1底部からの漏水はなく、遮水機能は正常に保持される。   Even when the bottom of the caisson 1 slightly rises above the seabed Gs due to the relative displacement and the movement, the lower ends 17a and 17b of the flat plates 13a and 13b of the locking portion 13 are penetrated into the seabed Gs, and Each time, the lower end of the flat plate on the other end face is connected around the bottom of the caisson 1 and attached to the outer periphery of the caisson 1 in a U-shape, so there is no water leakage from the bottom of the caisson 1 and the water blocking function is normal. Will be retained.

ケーソン1が大きく相対変位または移動し、万一、連結部12の両側壁1cに設置した側面密封部15が破損した場合、連結部空間12a内から不透水性充填材14が漏洩する恐れがあるが、側面密封部15の外側全体を覆って伸縮性の大きい補助密封部16にたるみを持たせて設置しているので、不透水性充填材14が外部の海水側へ漏洩することはなく、遮水機能は正常に保持される。   If the caisson 1 is relatively displaced or moved, and the side sealing portions 15 provided on both side walls 1c of the connecting portion 12 are damaged, the impermeable filler 14 may leak from the connecting portion space 12a. However, since the auxiliary sealing portion 16 having large elasticity is installed with a slack covering the entire outside of the side sealing portion 15, the impermeable filler 14 does not leak to the outside seawater side, The impermeable function is maintained normally.

さらに万一、補助密封部16が破損するという事態が生じ、連結部空間12a内に海水が浸入した場合でも、充填された不透水性充填材14は透水性が非常に悪いため、海水が空間内を通過するのに多大の時間を要し、その間に破損部分の補修を行うことができるので、海水汚染等の影響を防止することができる。   Further, even if the auxiliary sealing portion 16 is broken and seawater enters the connecting portion space 12a, the filled water-impermeable filler 14 has very poor water permeability. It takes a lot of time to pass through the inside, and during that time, the damaged portion can be repaired, so that the influence of seawater pollution and the like can be prevented.

このように、本実施の形態の遮水構造を備えた連結構造物によると、対向するケーソン1の端面1a、1bに、平板13a、13bを上下方向Yに延在するように立設して複数配列して各平板13aと平板13bとを交互に緩くかみ合わせた係止部13を設け、ケーソン1の上下(深さ)方向Yおよび幅方向Xの移動は許容し、厚さ方向Zの移動は拘束するように構成し、ケーソン1同士の連結部12の空間12a内には不透水性充填材14を充填し、係止部13を構成する平板13a、13bは、その下端部17a、17bを海底Gs中に貫入させて、各ケーソン1毎に他方の端面の平板の下端部とケーソン1の底部を巡って接続し、ケーソン1外周にU字状に取り付け、ケーソン1の連結部側壁1cには側面密封部15を設置し、さらに側面密封部15の外側を覆って補助密封部16を設置したので、ケーソン連結構造に不等沈下、傾斜、側方移動等が生じても、これらの相対変位または移動を吸収、許容し、正常な連結機能および遮水機能を保持することができ、海水汚染等の影響を防止することができるという効果がある。   As described above, according to the connection structure having the water blocking structure of the present embodiment, the flat plates 13a and 13b are erected on the facing end surfaces 1a and 1b of the caisson 1 so as to extend in the vertical direction Y. A plurality of arrangements are provided with locking portions 13 in which the flat plates 13a and the flat plates 13b are loosely engaged alternately, and the caisson 1 is allowed to move in the vertical (depth) direction Y and the width direction X, and is moved in the thickness direction Z. Are constrained, the space 12a of the connecting portion 12 between the caissons 1 is filled with a water-impermeable filler 14, and the flat plates 13a, 13b constituting the locking portion 13 have lower ends 17a, 17b. Is penetrated into the seabed Gs, and each caisson 1 is connected around the lower end of the flat plate on the other end surface to the bottom of the caisson 1, is attached in a U-shape around the caisson 1, and has a connecting portion side wall 1 c of the caisson 1 Is provided with a side sealing portion 15, Since the auxiliary sealing portion 16 is installed so as to cover the outside of the face sealing portion 15, even if uneven settlement, inclination, lateral movement, etc. occur in the caisson connection structure, these relative displacements or movements are absorbed and allowed, and normal It is possible to maintain an effective connection function and a water blocking function, and to prevent the effects of seawater pollution and the like.

図7に基づき本発明の実施の第3形態に係る遮水構造を備えた連結構造物を説明する。図7は、本実施の形態の遮水構造を備えた連結構造物の要部である係止部の説明図であり、前述の図3、図4と同様範囲を示す。本実施の形態は、前記の実施の第2形態に対して連結部の係止部の構造が異なる他、他は同様であるので、異なる点を主に以下説明する。   Referring to FIG. 7, a description will be given of a connection structure having a water-blocking structure according to a third embodiment of the present invention. FIG. 7 is an explanatory view of a locking portion, which is a main part of a connection structure having a water-blocking structure according to the present embodiment, and shows a range similar to FIGS. 3 and 4 described above. The present embodiment is the same as the above-described second embodiment except that the structure of the locking portion of the connecting portion is different, and the other portions are the same. Therefore, the different points will be mainly described below.

図7に示すように、本実施の形態の連結部32における係止部33は、対向するケーソン1の各端面1aおよび1bにおいてそれぞれ、渦巻状に形成した板材33aおよび33bを、巻き中心方向を上下方向Yに配向しその巻き終端辺をケーソン1の上下方向(深さ方向)Yの全長に亘って取り付けて、両板材33a、33b同士を緩くかみ合わせたものである。   As shown in FIG. 7, the locking portion 33 of the connecting portion 32 of the present embodiment is configured such that the spirally formed plate members 33 a and 33 b are respectively formed on the opposite end surfaces 1 a and 1 b of the caisson 1 facing each other. The two plate members 33a and 33b are loosely engaged with each other by being oriented in the up-down direction Y and attaching the winding end side to the entire length of the caisson 1 in the up-down direction (depth direction) Y.

それによって、ケーソン1の上下方向Yの移動は許容し、厚さ方向Zおよび幅方向Xの移動は拘束するように構成したもので、実施の第2形態と同様、係止部33を含む連結部32において、対向するケーソン1の端面1a、1b間の空間32aには、不透水性充填材14が充填され、ケーソンの両側壁1cには側面密封部15およびこの側面密封部15の外周には補助密封部16が設置される。   This allows the caisson 1 to move in the vertical direction Y while restricting the movement in the thickness direction Z and the width direction X. As in the second embodiment, the connection including the locking portion 33 is performed. In the part 32, a space 32 a between the end surfaces 1 a and 1 b of the caisson 1 facing each other is filled with a water-impermeable filler 14, and both side walls 1 c of the caisson are provided with a side sealing portion 15 and an outer periphery of the side sealing portion 15. Is provided with an auxiliary sealing portion 16.

係止部33を構成する平板33a、33bは、その下端部を海底Gs中に貫入させて、さらに各ケーソン1毎に他方の端面の平板の下端部とケーソン1の底部を巡って接続し、ケーソン1の外周にU字状に取り付ける点は、実施の第1形態と同様である。   The flat plates 33a and 33b constituting the locking portion 33 have their lower ends penetrated into the sea floor Gs, and are further connected to the lower end of the flat plate on the other end face and the bottom of the caisson 1 for each caisson 1. It is similar to the first embodiment in that it is attached in a U-shape to the outer periphery of the caisson 1.

本実施の形態の遮水構造を備えた連結構造物によれば、ケーソン1同士が厚さ方向(図3矢印Z方向)または幅方向(図4矢印X方向)に相対変位した場合、いずれも板材33a、33bが接触して弾塑性変形し、また、ケーソン1が不等沈下した場合は板材33a、33b同士が自由に相対変位し、これによってケーソン1の各方向の相対変位量が吸収され、側面密封部15および補助密封部16も上記同様に作用し、これにより、遮水構造は正常な連結機能および遮水機能を保持することができるという効果がある。   According to the connection structure having the water-blocking structure of the present embodiment, both caissons 1 are displaced relative to each other in the thickness direction (Z direction in FIG. 3) or in the width direction (X direction in FIG. 4). When the plate members 33a and 33b come into contact with each other and undergo elasto-plastic deformation, and when the caisson 1 sinks unequally, the plate members 33a and 33b are freely displaced relative to each other, whereby the relative displacement of the caisson 1 in each direction is absorbed. The side sealing portion 15 and the auxiliary sealing portion 16 also operate in the same manner as described above, whereby the water shielding structure has an effect that the normal connection function and the water shielding function can be maintained.

図8および図9に基づき、本発明の実施の第4形態に係る遮水構造を備えた連結構造物を説明する。図8は、本実施の形態の遮水構造を備えた連結構造物の要部である係止部の説明図であり、前述の図3、図4と同様範囲を示す。図9は、本実施の形態の係止部の作用説明図であり、(a)はケーソン同士が幅方向Xで離れるとき、(b)は幅方向Xで近づくときを示す。また、本実施の形態は、前記の実施の第2形態に対して連結部の係止部の構造が異なる他、他は同様であるので、異なる点を主に以下説明する。   Referring to FIGS. 8 and 9, a description will be given of a connection structure having a water-blocking structure according to a fourth embodiment of the present invention. FIG. 8 is an explanatory view of a locking portion, which is a main part of a connection structure having a water-blocking structure according to the present embodiment, and shows the same range as FIGS. 3 and 4 described above. 9A and 9B are diagrams illustrating the operation of the locking portion of the present embodiment. FIG. 9A illustrates a case where caissons are separated from each other in the width direction X, and FIG. Further, the present embodiment is the same as the above-described second embodiment except that the structure of the locking portion of the connecting portion is different, and the other portions are the same. Therefore, the differences will be mainly described below.

図8に示すように、本実施の形態の連結部42の係止部43は、対向するケーソン1の各端面1aおよび1bに、それぞれ、各端面も合わせてS字状になるように巻いて形成した板材43aおよび43bを、巻き中心方向を上下方向Yに配向し、巻きの後端辺をケーソン1の上下方向(深さ方向)Yの全長に亘って取り付けるとともに、板材43a、43bに対向する側の端面1b、1aに板材43a、43bの先端a、bと相対する係止板43d、43cをそれぞれ取り付けている。そして、両板材43a、43b同士を緩くかみ合わせ、ケーソン1の上下方向Yの移動は許容し、幅方向Xおよび厚さ方向Zの移動は拘束するように構成したもので、実施の第2形態同様、係止部43を含む連結部42の対向するケーソン1の端面1a、1b間の空間42aには、不透水性充填材14が充填され、ケーソンの両側壁1cには側面密封部15およびこの側面密封部15の外周には補助密封部16が設置される。   As shown in FIG. 8, the locking portion 43 of the connecting portion 42 according to the present embodiment is wound around the respective end surfaces 1 a and 1 b of the caisson 1 facing each other so that the respective end surfaces are also combined into an S shape. The formed plate members 43a and 43b are oriented with the winding center direction in the vertical direction Y, the rear end side of the winding is attached over the entire length of the caisson 1 in the vertical direction (depth direction) Y, and is opposed to the plate members 43a and 43b. Locking plates 43d and 43c opposed to the tips a and b of the plate members 43a and 43b are attached to the end surfaces 1b and 1a on the side of the contact. The two plate members 43a and 43b are loosely engaged with each other, so that the caisson 1 is allowed to move in the vertical direction Y, and is restricted from moving in the width direction X and the thickness direction Z, as in the second embodiment. The space 42a between the facing end surfaces 1a and 1b of the caisson 1 of the connecting portion 42 including the locking portion 43 is filled with the water-impermeable filler 14, and the side walls 1c of the caisson are filled with the side sealing portions 15 and An auxiliary sealing portion 16 is provided on the outer periphery of the side sealing portion 15.

係止部43を構成するS字状板材43a、43bは、その下端部を海底Gs中に貫入させて、さらに各ケーソン1毎に他方の端面の平板の下端部とケーソン1の底部を巡って接続し、ケーソン1の外周にU字状に取り付ける点は、実施の第2形態と同様である。   The S-shaped plate members 43a and 43b constituting the locking portion 43 have their lower ends penetrated into the sea floor Gs, and go around the lower end of the flat plate on the other end surface and the bottom of the caisson 1 for each caisson 1. It is the same as the second embodiment in that it is connected and attached to the outer periphery of the caisson 1 in a U-shape.

本実施の形態の遮水構造を備えた連結構造物によれば、図9(a)に示すように、ケーソン1同士が幅方向Xに離反するように変位した場合、板材43aの先端辺aは係止板43dと、板材43bの先端辺bは係止板43cとそれぞれ引っ掛かり接触して変形し、ケーソン1の幅方向Xの変位を許容するとともに、その接触点によって漏水を阻止することができる。   According to the connection structure having the water blocking structure of the present embodiment, as shown in FIG. 9A, when the caissons 1 are displaced so as to be separated from each other in the width direction X, the tip side a of the plate material 43a The stopper plate 43d and the tip side b of the plate material 43b are each caught in contact with the stopper plate 43c and deformed, allowing displacement of the caisson 1 in the width direction X and preventing water leakage by the contact point. it can.

また図9(b)に示すように、ケーソン1同士が幅方向Xに接近するように変位した場合、板材43aの先端近傍は相手側端面1bに押し当てられるか、上記同様、先端aが係止板43dと接触し、板材43bの先端b近傍は相手側端面1aに押し当てられるか、先端bが係止板53cと接触して変形し、ケーソン1の幅方向Xの変位を許容するとともに、上記接触点によって漏水を阻止することができる。   Further, as shown in FIG. 9B, when the caissons 1 are displaced so as to approach each other in the width direction X, the vicinity of the front end of the plate material 43a is pressed against the counterpart end surface 1b, or the front end a is engaged as described above. Contact with the stopper plate 43d, the vicinity of the front end b of the plate member 43b is pressed against the mating end surface 1a, or the front end b is deformed by contacting with the locking plate 53c, allowing displacement of the caisson 1 in the width direction X. The contact point can prevent water leakage.

また、ケーソン1が厚さ方向Zに移動した場合にも、上記同様、板材43a、43bの先端と係止板53d、53cとがそれぞれ接触して変形し、ケーソン1の厚さ方向Zの変位を許容するとともに、上記接触点によって漏水を阻止することができる。   Also, when the caisson 1 moves in the thickness direction Z, similarly to the above, the tips of the plate members 43a and 43b and the locking plates 53d and 53c respectively contact and deform, and the displacement of the caisson 1 in the thickness direction Z is performed. And water leakage can be prevented by the contact point.

これにより、遮水構造は正常な連結機能および遮水機能を保持することができるという効果がある。その他の作用・効果は実施の第2形態と同様である。   Thereby, there is an effect that the impermeable structure can maintain a normal connection function and impermeable function. Other operations and effects are the same as those of the second embodiment.

図10および図11に基づき、本発明の実施の第5形態に係る遮水構造を備えた連結構造物を説明する。図10は、図5と同様の方向の断面で示す本実施の形態の遮水構造を備えた連結構造物の補充液用タンクの説明図であり、図11は、図10中G−G矢視による断面図である。本実施の形態は、前述の実施の第1形態から第4形態の遮水構造を備えた連結構造物に、補充液用のタンク51を加え設置し、その機能向上を図ったものであり、他は前述の実施の形態と同様であるので、実施の第1形態または第2形態に基づく場合を例に、異なる点を主に以下説明する。なお、他の前述の実施の形態に基づく場合も同様である。   Referring to FIGS. 10 and 11, a description will be given of a connection structure having a water-blocking structure according to a fifth embodiment of the present invention. FIG. 10 is an explanatory view of a replenisher tank of a connection structure having a water-blocking structure of the present embodiment, which is shown in a cross section in the same direction as FIG. 5, and FIG. 11 is a GG arrow in FIG. 10. It is sectional drawing by visual observation. In the present embodiment, a tank 51 for a replenisher is added to a connection structure having a water-blocking structure according to the first to fourth embodiments described above to improve the function thereof. The other points are the same as those of the above-described embodiment. Therefore, different points will be mainly described below by taking as an example a case based on the first or second embodiment. The same applies to the case based on the other embodiments described above.

図10と図11に示すように、本実施の形態は、ケーソン1とケーソン1との連結部12の上方に、補充液(水または他の液体または流動性材料)50が貯留されたタンク51を設置したもので、ケーソン1同士が大きく相対変位してケーソン1間の空間12aの容積が大きくなり、不透水性充填材14が不足して空隙vが生じた際、遮水機能が低下する恐れがある。そのような場合に、タンク51の排水口51aの図示しない弁を操作し、タンク51内の補充液50を放出して上記空隙vを満杯に補充するものである。   As shown in FIGS. 10 and 11, in the present embodiment, a tank 51 in which a replenisher (water or other liquid or fluid material) 50 is stored above a connection portion 12 between the caisson 1 and the caisson 1. When the caissons 1 are relatively displaced relative to each other and the volume of the space 12a between the caissons 1 is increased, the water impervious filler 14 runs short and the gap v is generated, and the water blocking function is reduced. There is fear. In such a case, a valve (not shown) of the drain port 51a of the tank 51 is operated to discharge the replenishing liquid 50 in the tank 51 to completely replenish the space v.

なお、本実施の形態の場合、不透水性充填材14が充填されたケーソン1の連結部12の空間12aを、前もって水または補充液50または同質の液体を充満させて飽和状態にしておくものとする。   In the case of the present embodiment, the space 12a of the connecting portion 12 of the caisson 1 filled with the water-impermeable filler 14 is filled with water or the replenisher 50 or a similar liquid in advance to be saturated. And

ケーソン1同士が大きく2点鎖線で示すように相対変位し、図10に示すように、ケーソン1間の空間12aに空隙vが生じた場合に、排水口51aを開き、補充液50を放出して空隙vを埋め空間12a内を満水させる。   When the caissons 1 are relatively displaced relative to each other as indicated by a two-dot chain line, and as shown in FIG. 10, when a gap v is formed in the space 12a between the caissons 1, the drain port 51a is opened and the replenisher 50 is discharged. To fill the space v and fill the space 12a with water.

このように空間12a内が満水状態になると、図11に示すように、連結部12の空間12a内のヘッドhaがケーソン1両側の海域S1のヘッドh1および海域S2のヘッドh2より高く確保されるため、海域S1から海域S2へ、またはその逆方向への海水の浸透が起こり難くなり、遮水性が向上するという効果がある。   When the space 12a is full as described above, the head ha in the space 12a of the connecting portion 12 is secured higher than the head h1 of the sea area S1 and the head h2 of the sea area S2 on both sides of the caisson 1, as shown in FIG. Therefore, penetration of seawater from the sea area S1 to the sea area S2 or in the opposite direction is less likely to occur, and there is an effect that the water shielding property is improved.

図12に基づき、本発明の実施の第6形態に係る遮水構造を備えた連結構造物を説明する。本実施例の連結構造物は水域S1と水域S2との間に設けられるものである。図12は、前述の図20中D−D矢視に相当する本実施の形態の遮水構造を備えた連結構造物の構成を示す平面断面図である。   Referring to FIG. 12, a description will be given of a connection structure having a water-blocking structure according to a sixth embodiment of the present invention. The connecting structure of the present embodiment is provided between the water area S1 and the water area S2. FIG. 12 is a cross-sectional plan view showing the configuration of the connection structure having the water impermeable structure according to the present embodiment, which corresponds to the view taken along the line DD in FIG.

図12において、本実施の形態の遮水構造を備えた連結構造物は、隣り合うケーソン1の間の連結部12に設置される。連結部12の遮水構造は、遮水部材としての波形鋼板18と、対向する端面1a、1b間の空間12aに充填された不透水性充填材(たとえば透水係数の小さい粘性土)14と、空間12aの前記厚さ方向Z両端において隣り合うケーソン1の両側壁1cを連結して設置された鋼板、ゴムシートなどからなる側面密封部15とを備えている。上記波形鋼板18は、空間12aにケーソン1の幅方向(Z方向)および上下方向(Y方向)にわたって設けられる。波形鋼板18の端部はケーソン1の端面1a、1bに接合されている。波形鋼板18は薄い波型の鋼板で、X、Y、Z各方向に可撓性を有している。   In FIG. 12, a connection structure having a water-blocking structure according to the present embodiment is installed at a connection portion 12 between adjacent caissons 1. The water-blocking structure of the connecting portion 12 includes a corrugated steel plate 18 as a water-blocking member, a water-impermeable filler (for example, a viscous soil having a small water-permeability coefficient) 14 filled in the space 12a between the facing end surfaces 1a and 1b, A side sealing portion 15 made of a steel plate, a rubber sheet, or the like is provided by connecting both side walls 1c of the adjacent caisson 1 at both ends in the thickness direction Z of the space 12a. The corrugated steel sheet 18 is provided in the space 12a in the width direction (Z direction) and the vertical direction (Y direction) of the caisson 1. The ends of the corrugated steel plate 18 are joined to the end surfaces 1a and 1b of the caisson 1. The corrugated steel plate 18 is a thin corrugated steel plate and has flexibility in each of the X, Y, and Z directions.

本実施の形態の遮水構造を備えた連結構造物においては、側面密封部15は、実施の第1形態における側面密封部15と同様に、図12中の矢印X、Y、Zの各方向に相対変位した場合にその相対変位を吸収し、連結部12の連結機能と遮水機能を正常に保持する。本実施形態の不透水性遮水材14は実施の第1形態における不透水性遮水材と同様に連結部の空間に水が侵入した場合でもその浸入を遅らせる。本実施の形態の遮水構造は、更に遮水部材として波形鋼板18を備えている。波形鋼板18は空間12aのX方向およびY方向にわたって設けられており、鋼板であるため水を透過しないので、万一水が連結部12に浸入した場合でも水の浸入を波形鋼板18までに留め、他の水域への汚染水の漏洩を防止することができる。また、波形鋼板18は薄い波型の鋼板で可撓性があり、ケーソン1同士の図12中の矢印X、Y、Zの各方向の相対変位を吸収することができるため、ケーソン1同士が相対変位または移動した場合であっても水の浸入を防ぐことができる。   In the connection structure having the water-blocking structure according to the present embodiment, the side sealing portions 15 are, as with the side sealing portions 15 in the first embodiment, in the directions indicated by arrows X, Y, and Z in FIG. When the relative displacement occurs, the relative displacement is absorbed, and the connecting function and the water blocking function of the connecting portion 12 are normally maintained. The water-impermeable impermeable material 14 of the present embodiment delays the infiltration of water even when water enters the space of the connecting portion, similarly to the water-impermeable impermeable material of the first embodiment. The water blocking structure of the present embodiment further includes a corrugated steel plate 18 as a water blocking member. The corrugated steel plate 18 is provided in the X direction and the Y direction of the space 12a, and does not transmit water because it is a steel plate. In addition, leakage of contaminated water to other water areas can be prevented. In addition, the corrugated steel plate 18 is a thin corrugated steel plate and is flexible, and can absorb the relative displacement between the caissons 1 in the directions of arrows X, Y, and Z in FIG. Water can be prevented from entering even when the relative displacement or movement occurs.

上記の通り、本実施形態の遮水構造を備えた連結構造物によれば、空間12aにケーソン1の幅方向および高さ方向にわたって波形鋼板18を設置したので、前記側面密封部15が破損した場合でも水の浸入が妨げられ、正常な遮水機能が保持される。   As described above, according to the connection structure having the water-blocking structure of the present embodiment, since the corrugated steel plate 18 is provided in the space 12a in the width direction and the height direction of the caisson 1, the side sealing portion 15 is damaged. Even in this case, the infiltration of water is prevented, and the normal water shielding function is maintained.

図13から図16に基づき、本発明の実施の第7形態に係る遮水構造を備えた連結構造物を説明する。本実施例の連結構造物は水域S1と水域S2との間に設けられるものである。図13は前述の図20中D−D矢視に相当する本実施の形態の遮水構造を備えた連結構造物の構成を示す平面断面図、図14は図13中I部の拡大図、図15は図14中J部の拡大図、図16は本実施形態の遮水構造を備えた連結構造物の作用説明図である。   Referring to FIGS. 13 to 16, a connecting structure having a water-blocking structure according to a seventh embodiment of the present invention will be described. The connecting structure of the present embodiment is provided between the water area S1 and the water area S2. 13 is a plan cross-sectional view showing the configuration of a connection structure having a water-blocking structure according to the present embodiment, which corresponds to a view taken along the line DD in FIG. 20, and FIG. 14 is an enlarged view of a portion I in FIG. FIG. 15 is an enlarged view of a portion J in FIG. 14, and FIG. 16 is an operation explanatory view of a connecting structure provided with a water blocking structure of the present embodiment.

図13に示すように、本実施形態の遮水構造は、側面密封部15と、不透水性遮水材14と、遮水部材としての波形鋼板18とを備えている。本実施形態の遮水構造において、連結されるケーソン1の端面1a、1bには切欠き部1dが設けられている。切欠き部1dは端面1a、1bの対向する場所に、ケーソン1のY方向にわたって設けられている。波形鋼板18は実施の第6形態と同様に、薄い波型の鋼板で、X、Y、Z各方向に可撓性を有している。側面密封部15は実施の第1形態と同様に隣り合うケーソン1同士の両側壁1cを連結して設置されている。不透水性遮水材14は、空間12aに充填され、切欠き部1dにも充填されている。波形鋼板18はその端部が切欠き部1dに収められるように設けられており、波形鋼板18の端部は切欠き部1dの底部に接合されている。図14に示すように、波形鋼板18は接合材19を介して切欠き部1dの底部に接合されている。波形鋼板18は、図15に示すように、ケーソン1との接合部に近い部分に強度弱小部18aを備えている。   As shown in FIG. 13, the water-blocking structure of the present embodiment includes a side sealing portion 15, a water-impermeable water-blocking material 14, and a corrugated steel plate 18 as a water-blocking member. In the water shielding structure of the present embodiment, cutouts 1d are provided on the end surfaces 1a and 1b of the caisson 1 to be connected. The notch 1d is provided at a position where the end faces 1a and 1b face each other, over the Y direction of the caisson 1. As in the sixth embodiment, the corrugated steel sheet 18 is a thin corrugated steel sheet and has flexibility in each of the X, Y, and Z directions. As in the first embodiment, the side sealing portions 15 are installed by connecting both side walls 1c of the adjacent caissons 1. The impermeable water-blocking material 14 is filled in the space 12a and also in the notch 1d. The corrugated steel plate 18 is provided so that its end is accommodated in the notch 1d, and the end of the corrugated steel plate 18 is joined to the bottom of the notch 1d. As shown in FIG. 14, the corrugated steel sheet 18 is joined to the bottom of the notch 1 d via a joining material 19. As shown in FIG. 15, the corrugated steel sheet 18 has a low strength portion 18 a at a portion close to the joint with the caisson 1.

本実施形態の連結構造物の側面密封部15、不透水性遮水材14、波形鋼板18は実施の第6形態の15、14、18と同様の作用を奏する。さらに、本実施形態の遮水構造において、ケーソン1に切欠き部1dが設けられて波形鋼板18のX方向の両端が切欠き部1dに納められるので、実施の第6形態と同じ大きさの波形鋼板18を用いながら連結部12の空間12aの幅を縮小することができる。空間12aの幅が縮小すると、水域から連結部12への水の浸入、および万一水が連結部12へ浸入した場合の水の拡散を抑えることができる。そのため、本実施形態の遮水構造は、実施の第6形態の遮水構造と同様にケーソン1同士の相対変位または移動を吸収して連結機能および遮水機能を維持する効果に加え、更に水や不透水性充填材の漏洩量を少量に留めることができる。   The side surface sealing portion 15, the water-impermeable water-blocking material 14, and the corrugated steel plate 18 of the connecting structure of the present embodiment have the same functions as those of the 15, 16, and 18 of the sixth embodiment. Further, in the water shielding structure of the present embodiment, the notch 1d is provided in the caisson 1 and both ends in the X direction of the corrugated steel plate 18 are accommodated in the notch 1d, so that the corrugated steel plate 18 has the same size as the sixth embodiment. The width of the space 12a of the connecting portion 12 can be reduced while using the corrugated steel plate 18. When the width of the space 12a is reduced, intrusion of water from the body of water into the connecting portion 12 and diffusion of water when water invades the connecting portion 12 can be suppressed. Therefore, the water-blocking structure of the present embodiment has the effect of absorbing the relative displacement or movement of the caissons 1 to maintain the connection function and the water-blocking function as well as the water-blocking structure, similarly to the water-blocking structure of the sixth embodiment. And the amount of leakage of the water-impermeable filler can be kept small.

本実施形態の遮水構造において、万一側面密封部15と波形鋼板18が破損した場合は不透水性遮水材14が水の漏洩を防止する。しかし、この場合に、図16に示すように波形鋼板18の中央部a点が破損すると、水は図16中の実線矢印のように切欠き部1dを通過することなく空間12aの中央部を浸入し、短時間で波板鋼板18を通過してしまう。本実施の形態において、波形鋼板18はケーソン1との接合部に近いb点に強度弱小部18aを設けられることによって、過大な外力を受けた場合はまずb点が破損するようになっている。このとき水は図16中の一点鎖線矢印のように切欠き部1dの底部付近まで侵入しなければ波形鋼板18を通過できず、空間12aを通過するのに比較的長時間を要するので、水の漏洩を遅延させることができる。   In the water blocking structure of the present embodiment, if the side sealing portion 15 and the corrugated steel plate 18 are damaged, the water impermeable water blocking material 14 prevents the leakage of water. However, in this case, when the central point a of the corrugated steel plate 18 is damaged as shown in FIG. 16, water does not pass through the notch 1d as shown by the solid line arrow in FIG. It penetrates and passes through the corrugated steel sheet 18 in a short time. In the present embodiment, the corrugated steel plate 18 is provided with the low-strength portion 18a at the point b close to the joint with the caisson 1, so that the point b is damaged first when an excessive external force is applied. . At this time, the water cannot pass through the corrugated steel plate 18 unless it enters the vicinity of the bottom of the notch 1d as shown by the one-dot chain line arrow in FIG. 16, and it takes a relatively long time to pass through the space 12a. Can be delayed.

本実施形態の遮水構造によれば、波形鋼板18の端部がケーソン1の端面1a、1bに設けられた切欠き部1dに接合されるので、という波形鋼板18の作用を保ったままで空間12aの幅を縮小し、水の浸入や不透水性遮水材14の漏洩を少量に留めることができ、遮水構造の遮水機能が維持される。さらに、本実施形態の遮水構造は、波形鋼板18がケーソン1との接合部の近くに強度弱小部18aを備えているため、波形鋼板18が破損する時は強度弱小部18aが破損することとなり、浸入する水の経路を長くして水の浸入を遅延させることができ、遮水性を向上させることができる。   According to the water shielding structure of the present embodiment, since the end of the corrugated steel plate 18 is joined to the notch 1d provided in the end surfaces 1a and 1b of the caisson 1, the space is maintained while maintaining the action of the corrugated steel plate 18. The width of 12a can be reduced, and the infiltration of water and the leakage of the impermeable impermeable material 14 can be reduced to a small amount, and the impermeable function of the impermeable structure is maintained. Further, in the water-blocking structure of the present embodiment, since the corrugated steel plate 18 has the weakly weak portion 18a near the joint with the caisson 1, when the corrugated steel plate 18 is damaged, the weakly weak portion 18a may be damaged. Thus, it is possible to delay the invasion of water by lengthening the path of the intruding water and improve the water blocking.

図17および図18に基づき、本発明の実施の第8形態に係る遮水構造を備えた連結構造物を説明する。図17は前述の図20中D−D矢視に相当する本実施の形態の遮水構造を備えた連結構造物の構成を示す平面断面図、図18は本実施の形態のアスファルトマスチックと加熱装置の構成を示す図である。   Referring to FIGS. 17 and 18, a description will be given of a connection structure having a water-blocking structure according to an eighth embodiment of the present invention. FIG. 17 is a plan sectional view showing a configuration of a connection structure having a water-blocking structure according to the present embodiment, which corresponds to a view taken along the line DD in FIG. 20, and FIG. 18 is an asphalt mastic according to the present embodiment. FIG. 2 is a diagram illustrating a configuration of an apparatus.

図17に示すように、本実施形態の遮水構造は、側面密封部15と、不透水性遮水材14と、遮水部材としての波形鋼板18と、熱流動性遮水材としてのアスファルトマスチック60とを備えている。実施の第7形態と同様に、ケーソン1の端面1a、1bには切欠き部1dが設けられている。端面1a、1bのうち切欠き部1dが設けられていない部分である非切欠き部には、アスファルトマスチック60が上下方向(Y)および幅方向(X)にわたって、端面1a、1bの両方に接するように設けられている。アスファルトマスチック60は常温において外力に応じて形状が変化する性質と不透水性と有する。アスファルトマスチック60には、アスファルトマスチック60を加熱する加熱装置の一部である加熱棒61が埋設されている。加熱棒61は通電により発熱する材料で構成されている。アスファルトマスチック60の加熱装置は、加熱棒61、ケーブル62、電源63を備えて構成されており、図18に示すように加熱棒61はケーブル62によって電源63に接続されている。   As shown in FIG. 17, the water-blocking structure of the present embodiment includes a side sealing portion 15, a water-impermeable water-blocking material 14, a corrugated steel plate 18 as a water-blocking member, and asphalt as a heat-fluid water-blocking material. Mastic 60. As in the seventh embodiment, a notch 1d is provided in the end surfaces 1a and 1b of the caisson 1. The asphalt mastic 60 is in contact with both the end surfaces 1a and 1b in the vertical direction (Y) and the width direction (X) in the non-notch portion where the notch portion 1d is not provided in the end surfaces 1a and 1b. It is provided as follows. The asphalt mastic 60 has a property of changing its shape at room temperature in response to an external force and has water impermeability. In the asphalt mastic 60, a heating rod 61 which is a part of a heating device for heating the asphalt mastic 60 is embedded. The heating rod 61 is made of a material that generates heat when energized. The heating device for the asphalt mastic 60 includes a heating rod 61, a cable 62, and a power supply 63. The heating rod 61 is connected to the power supply 63 by the cable 62 as shown in FIG.

本実施形態の遮水構造の側面密封部15、不透水性遮水材14、波形鋼板18、切欠き部1dは実施の第6形態の側面密封部15、不透水性遮水材14、波形鋼板18、切欠き部1dと同様の作用を奏する。本実施の形態において、アスファルトマスチック60は連結部12の空間12aに水が浸入した場合には水の浸入を防ぎ、不透水性遮水材14の漏洩も防ぐ作用も奏する。   The side surface sealing portion 15, the water-impermeable water-blocking material 14, the corrugated steel plate 18, and the notch portion 1d of the water-blocking structure of the present embodiment are the side sealing portion 15, the water-impermeable water-blocking material 14, and the corrugated portion of the sixth embodiment. The same operation as that of the steel plate 18 and the notch 1d is achieved. In the present embodiment, the asphalt mastic 60 also has an effect of preventing water from entering when the space enters into the space 12a of the connecting portion 12 and preventing leakage of the impermeable water-blocking material 14.

本実施形態の遮水構造において、万一側面密封部15や波形鋼板18が破損し、連結部12の空間12aが拡大し隙間が生じた場合は、電源63からケーブル62を介して加熱棒61に電力を供給し、加熱棒61からの発熱によってアスファルトマスチック60を流動化させる。流動化したアスファルトマスチック60は、連結部12に生じた隙間を埋めて水の浸入や不透水性遮水材14の漏洩を防止する。   In the water blocking structure of the present embodiment, if the side sealing portion 15 or the corrugated steel plate 18 is damaged and the space 12 a of the connecting portion 12 is enlarged and a gap is generated, the heating rod 61 is connected to the power source 63 via the cable 62. And the asphalt mastic 60 is fluidized by the heat generated from the heating rod 61. The fluidized asphalt mastic 60 fills the gap created in the connecting portion 12 to prevent water from entering and leakage of the impermeable water-blocking material 14.

本実施形態の遮水構造によれば、ケーソン1の連結部12の空間12aにおいて熱流動性遮水材であるアスファルトマスチック60が両端面1a、1bに接するように設けられているので、水の浸入や不透水性遮水材14の漏洩を妨げることができ、遮水機能を向上させることができる。さらに、遮水構造の一部が破損してケーソン1の連結部12に隙間が生じた場合であっても、アスファルトマスチック60を加熱して流動化させることによって生じた隙間を埋めることができ、遮水機能を保持することができる。   According to the water-blocking structure of the present embodiment, the asphalt mastic 60, which is a heat-fluid water-blocking material, is provided in the space 12a of the connecting portion 12 of the caisson 1 so as to be in contact with both end surfaces 1a and 1b. It is possible to prevent infiltration and leakage of the impermeable water-impervious material 14 and improve the water-impermeability function. Furthermore, even when a part of the impermeable structure is broken and a gap is formed in the connecting portion 12 of the caisson 1, the gap created by heating and fluidizing the asphalt mastic 60 can be filled, The water blocking function can be maintained.

図19に基づき、本発明の実施の第9形態に係る遮水構造を備えた連結構造物を説明する。図19は、図20中D−D矢視に相当する本実施の形態の遮水構造を備えた連結構造物の構成を示す平面断面図である。本実施例の連結構造物は水域S1と水域S2との間に設けられるものである。   With reference to FIG. 19, a description will be given of a connection structure provided with a water blocking structure according to a ninth embodiment of the present invention. FIG. 19 is a cross-sectional plan view showing the configuration of the connection structure provided with the water blocking structure according to the present embodiment, which corresponds to the view taken along the line DD in FIG. The connecting structure of the present embodiment is provided between the water area S1 and the water area S2.

本実施形態の遮水構造は、実施の第1形態の遮水構造に更に熱流動性遮水材を備えたものであり、図19に示すように、本実施形態の遮水構造は、側面密封部15と、不透水性遮水材14と、補助密封部16と、熱流動性遮水材としてのアスファルトマスチック60とを備えている。アスファルトマスチック60は、空間12aに、ケーソン1の上下方向(Y)および幅方向(X)にわたって、ケーソン1の端面1a、1bの両方に接するように設けられている。実施の第8形態と同様に、アスファルトマスチック60には加熱装置の一部である加熱棒61が埋設されている。加熱棒61は実施の第8形態と同様にケーブル62と電源63を備えた加熱装置によって加熱される。   The water impermeable structure of the present embodiment is obtained by further adding a heat-fluid impermeable material to the water impermeable structure of the first embodiment. As shown in FIG. It includes a sealing portion 15, an impermeable water-blocking material 14, an auxiliary sealing portion 16, and an asphalt mastic 60 as a heat-fluid water-blocking material. The asphalt mastic 60 is provided in the space 12a so as to be in contact with both the end surfaces 1a and 1b of the caisson 1 in the vertical direction (Y) and the width direction (X) of the caisson 1. As in the eighth embodiment, a heating rod 61, which is a part of a heating device, is embedded in the asphalt mastic 60. The heating rod 61 is heated by a heating device provided with a cable 62 and a power supply 63 as in the eighth embodiment.

側面密封部15、不透水性遮水材14、補助密封部16は、実施の第1形態における15、14、16と同様の作用を奏する。アスファルトマスチック60および加熱装置は実施の第8形態におけるアスファルトマスチック60および加熱装置と同様に作用する。すなわち、万一側面密封部15や補助密封部16が破損してケーソン1同士の空間12aに隙間が生じた場合は、電源63からケーブル62を介して加熱棒61に電力を供給し、加熱棒61からの発熱によってアスファルトマスチック60を流動化させる。流動化したアスファルトマスチック60は、連結部12に生じた隙間を埋めて水の浸入や不透水性遮水材14の漏洩を防止する。   The side surface sealing portion 15, the water-impermeable water-blocking material 14, and the auxiliary sealing portion 16 have the same operations as those in the first embodiment. The asphalt mastic 60 and the heating device operate similarly to the asphalt mastic 60 and the heating device in the eighth embodiment. That is, in the event that the side sealing portion 15 or the auxiliary sealing portion 16 is damaged and a gap is created in the space 12 a between the caissons 1, power is supplied from the power source 63 to the heating rod 61 via the cable 62, The asphalt mastic 60 is fluidized by the heat generated from 61. The fluidized asphalt mastic 60 fills the gap created in the connecting portion 12 to prevent water from entering and leakage of the impermeable water-blocking material 14.

本実施形態の遮水構造によれば、ケーソン1の連結部12の空間12aにおいて熱流動性遮水材であるアスファルトマスチック60が両端面1a、1bに接するように設けられているので、水の浸入や不透水性遮水材14の漏洩を妨げることができ、遮水機能を向上させることができる。さらに、遮水構造の一部が破損してケーソン1の連結部12に隙間が生じた場合であっても、アスファルトマスチック60を加熱して流動化させることによって生じた隙間を埋めることができ、遮水機能を保持することができる。   According to the water-blocking structure of the present embodiment, the asphalt mastic 60, which is a heat-fluid water-blocking material, is provided in the space 12a of the connecting portion 12 of the caisson 1 so as to be in contact with both end surfaces 1a and 1b. It is possible to prevent infiltration and leakage of the impermeable water-impervious material 14 and improve the water-impermeability function. Furthermore, even when a part of the impermeable structure is broken and a gap is formed in the connecting portion 12 of the caisson 1, the gap created by heating and fluidizing the asphalt mastic 60 can be filled, The water blocking function can be maintained.

以上、本発明を図示の実施の形態について説明したが、本発明は上記の実施の形態に限定されず、本発明の範囲内でその具体的構造に種々の変更を加えてよいことはいうまでもない。また、上述の実施の形態は適宜組み合わせて実施することで、連結機能および遮水機能が一層向上する。   Although the present invention has been described with reference to the illustrated embodiments, the present invention is not limited to the above-described embodiments, and various modifications may be made to the specific structure within the scope of the present invention. Nor. Further, by combining the above-described embodiments as appropriate, the connection function and the water blocking function are further improved.

なお、上記実施の形態は、連結構造物100が沿岸海域の沿岸構造物の場合を例に説明したが、水域が河川水域、湖水域等の場合を含む一般的な沿岸水域においても本発明が同様に適用され本発明の作用効果を奏し得ることは前述のとおりである。   In the above embodiment, the case where the connecting structure 100 is a coastal structure in a coastal sea area has been described as an example. However, the present invention is applicable to a general coastal water area including a case where the water area is a river water area, a lake water area, or the like. As described above, the same effects can be obtained by applying the present invention.

本発明の実施の第1形態に係る遮水構造を備えた連結構造物の構成を示す平面断面図であり、図20中D−D矢視に相当する。FIG. 21 is a plan cross-sectional view illustrating a configuration of a connection structure provided with a water blocking structure according to the first embodiment of the present invention, and corresponds to a view taken along the line DD in FIG. 20. 本発明の実施の第2形態に係る遮水構造を備えた連結構造物の構成を示す平面断面図であり、図20中D−D矢視に相当する。FIG. 21 is a plan cross-sectional view illustrating a configuration of a connection structure provided with a water-blocking structure according to a second embodiment of the present invention, and corresponds to a view taken along the line DD in FIG. 20. 図2中E部の拡大図であり、本発明の実施の第2形態の遮水構造を備えた連結構造物の作用説明図である。FIG. 4 is an enlarged view of a portion E in FIG. 2, and is an operation explanatory view of a connecting structure having a water-blocking structure according to a second embodiment of the present invention. 図2中E部の拡大図であり、本発明の実施の第2形態の遮水構造を備えた連結構造物の作用説明図である。FIG. 4 is an enlarged view of a portion E in FIG. 2, and is an operation explanatory view of a connecting structure having a water-blocking structure according to a second embodiment of the present invention. 図2中F−F矢視による連結構造物の立面断面図であり、図22(a)、(b)と同様の範囲を示す。FIG. 23 is an elevational cross-sectional view of the connection structure taken along line FF in FIG. 2, showing the same range as in FIGS. 22 (a) and 22 (b). 本発明の実施の第2形態の遮水構造を備えた連結構造物における係止部の変形例の説明図であり、図3、4と同様の範囲を示す。It is explanatory drawing of the modification of the latching part in the connection structure provided with the water blocking structure of 2nd Embodiment of this invention, and shows the same range as FIG. 本発明の実施の第3形態に係る遮水構造を備えた連結構造物の要部である係止部の説明図であり、図3、図4と同様の範囲を示す。It is explanatory drawing of the locking part which is the principal part of the connection structure provided with the water blocking structure which concerns on 3rd Embodiment of this invention, and shows the same range as FIG.3, FIG.4. 本発明の実施の第4形態に係る遮水構造を備えた連結構造物の要部である係止部の説明図であり、図3、図4と同様の範囲を示す。It is explanatory drawing of the locking part which is the principal part of the connection structure provided with the water blocking structure which concerns on Embodiment 4 of this invention, and shows the range similar to FIG. 3, FIG. 実施の第4形態の係止部の作用説明図であり、(a)はケーソン同士が幅方向Xで離れるとき、(b)は幅方向Xで近づくときを示す。It is operation | movement explanatory drawing of the locking part of 4th Embodiment, (a) shows when caisson separates in the width direction X, (b) shows when it approaches in the width direction X. 本発明の実施の第5形態に係る遮水構造を備えた連結構造物の補充用タンクの説明図であり、図5と同様の方向の断面を示す。It is explanatory drawing of the replenishment tank of the connection structure provided with the water blocking structure which concerns on Embodiment 5 of this invention, and shows the cross section of the same direction as FIG. 図10中H−H矢視による断面図である。It is sectional drawing by the HH arrow in FIG. 本発明の実施の第6形態に係る遮水構造を備えた連結構造物の構成を示す平面断面図であり、図20中D−D矢視に相当する。FIG. 21 is a plan cross-sectional view illustrating a configuration of a connection structure provided with a water blocking structure according to a sixth embodiment of the present invention, and corresponds to a view taken along the line DD in FIG. 20. 本発明の実施の第7形態に係る遮水構造を備えた連結構造物の構成を示す平面断面図であり、図20中D−D矢視に相当する。FIG. 21 is a plan cross-sectional view illustrating a configuration of a connection structure provided with a water blocking structure according to a seventh embodiment of the present invention, and corresponds to a view taken along the line DD in FIG. 20. 図13中I部の拡大図である。It is an enlarged view of the I section in FIG. 図14中J部の拡大図である。It is an enlarged view of the J section in FIG. 本発明の実施の第7形態に係る遮水構造を備えた連結構造物の作用説明図である。It is an operation explanatory view of a connection structure provided with a water blocking structure according to a seventh embodiment of the present invention. 本発明の実施の第8形態に係る遮水構造を備えた連結構造物の構成を示す平面断面図であり、図20中D−D矢視に相当する。FIG. 21 is a cross-sectional plan view showing a configuration of a connection structure provided with a water blocking structure according to an eighth embodiment of the present invention, and corresponds to a view taken along the line DD in FIG. 本発明の実施の第8形態に係るアスファルトマスチックと加熱装置の構成を示す図である。It is a figure showing composition of an asphalt mastic and a heating device concerning an 8th embodiment of the present invention. 本発明の実施の第9形態に係る遮水構造を備えた連結構造物の構成を示す平面断面図であり、図20中D−D矢視に相当する。FIG. 21 is a plan cross-sectional view illustrating a configuration of a connection structure provided with a water blocking structure according to a ninth embodiment of the present invention, and corresponds to a view taken along the line DD in FIG. 20. 連結構造物の例として一般的な沿岸構造物の斜視図である。It is a perspective view of a general coastal structure as an example of a connection structure. 図20中A−A矢視断面で示す沿岸構造物の設置状態説明図であり、(a)は陸地Gと海域S1との間、(b)は海域S1と海域S2との間に設置した場合を示す。It is installation explanatory drawing of the coastal structure shown by the AA arrow cross section in FIG. 20, (a) was installed between land G and sea area S1, (b) was installed between sea area S1 and sea area S2. Show the case. 沿岸構造物のケーソンの移動状態の説明図であり、(a)、(b)は図20中B−B矢視立面断面図、(c)は図20中C−C矢視平面図である。It is explanatory drawing of the movement state of the caisson of a coastal structure, (a), (b) is BB arrow elevation sectional drawing in FIG. 20, (c) is CC arrow plan view in FIG. is there.

符号の説明Explanation of reference numerals

1 ケーソン
1a、1b 端面
1c 側壁
1d 切欠き部
2、12、22、32、42 連結部
10 連結構造物
12a、32a、42a 空間
13、23、33、43 係止部
13a、23a、33a、43a 板材
13b、23b、33b、43b 板材
14 不透水性充填材
15 側面密封部
16 補助密封部
17a、17b 下端部
18 波形鋼板
18a 強度弱小部
19 接合材
43c、43d 係止板
50 補充液
51 タンク
51a 排水口
60 アスファルトマスチック
61 加熱棒
62 ケーブル
63 電源
100 連結構造物
DESCRIPTION OF SYMBOLS 1 Caisson 1a, 1b End surface 1c Side wall 1d Notch part 2, 12, 22, 32, 42 Connecting part 10 Connecting structure 12a, 32a, 42a Space 13, 23, 33, 43 Locking part 13a, 23a, 33a, 43a Plate 13b, 23b, 33b, 43b Plate 14 Water-impermeable filler 15 Side seal 16 Auxiliary seal 17a, 17b Lower end 18 Corrugated steel plate 18a Low strength part 19 Bonding material 43c, 43d Lock plate 50 Replenisher 51 Tank 51a Drainage port 60 Asphalt mastic 61 Heating rod 62 Cable 63 Power supply 100 Connecting structure

Claims (12)

複数の構造体を幅方向に順次に連結して水域と水域の間または水域と他の領域の間に設けられる遮水構造を備えた連結構造物であって、隣り合う前記構造体の連結部の空間に充填された不透水性充填材と、同構造体の厚さ方向での同空間の両端において隣り合う前記構造体の側壁を連結して設置された側面密封部とを備えることを特徴とする遮水構造を備えた連結構造物。 A connection structure having a water-blocking structure provided by sequentially connecting a plurality of structures in a width direction between a water area and a water area or between a water area and another area, wherein a connection part of the adjacent structures is provided. And a side sealing portion installed by connecting the side walls of the adjacent structure at both ends of the space in the thickness direction of the structure in the thickness direction of the structure. Connection structure with a water-blocking structure. 請求項1に記載の遮水構造を備えた連結構造物において、前記側面密封部の外側を覆う補助密封部にたるみを持たせて設置することを特徴とする遮水構造を備えた連結構造物。 The connection structure having a water-blocking structure according to claim 1, wherein the auxiliary sealing portion that covers the outside of the side sealing portion is installed with a slack. . 請求項1または請求項2に記載の遮水構造を備えた連結構造物において、前記連結部において隣り合う前記構造体の互いに対向する両端面にそれぞれ平板を上下方向に延在させ複数配列して取り付け、前記両端面の平板同士を交互に緩くかみ合わせ、前記構造体の上下方向および幅方向の変位は許容し、厚さ方向の変位は拘束するように構成された係止部を備えることを特徴とする遮水構造を備えた連結構造物。 3. The connecting structure having a water-blocking structure according to claim 1 or 2, wherein a plurality of flat plates are vertically arranged on both end surfaces of the structure adjacent to each other at the connecting portion in the vertical direction. Attachment, the flat plate of the both end surfaces are alternately loosely engaged with each other, the structure is provided with a locking portion configured to allow displacement in the up-down direction and width direction and to restrain displacement in the thickness direction. Connection structure with a water-blocking structure. 請求項3に記載の遮水構造を備えた連結構造物において、前記係止部を構成する平板は、その下端部を水底中に貫入させ、前記各構造体毎に他方の端面の平板の下端部と同構造体の底部を巡って接続し同構造体外周にU字状に取り付けられることを特徴とする遮水構造を備えた連結構造物。 The connecting structure provided with a water blocking structure according to claim 3, wherein a lower end of the flat plate constituting the locking portion penetrates into a water bottom, and the lower end of the flat plate on the other end surface is provided for each of the structures. A connection structure provided with a water-blocking structure, wherein the connection structure is connected around the bottom of the structure and the bottom of the structure and is attached in a U-shape around the structure. 請求項3または請求項4に記載の遮水構造を備えた連結構造物において、前記係止部が、前記平板に代えて渦巻状に巻いた板材を、巻き中心方向を上下方向に配向し前記構造体の互いに対向する両端面にそれぞれ巻きの後端辺で取り付けて、対向する端面の同板材同士を緩くかみ合わせ、同構造体の上下方向の変位は許容し、同構造体の幅方向および厚さ方向の変位は拘束するように構成されることを特徴とする遮水構造を備えた連結構造物。 5. The connection structure provided with a water-blocking structure according to claim 3, wherein the locking portion is formed by spirally winding a plate material instead of the flat plate and orienting the plate material in a winding center direction in a vertical direction. 6. Attach to the opposite end faces of the structure at the rear end sides of the windings, respectively, and loosely engage the same plate material on the opposite end faces, allow vertical displacement of the structure, allow the width and thickness of the structure A connection structure provided with a water-blocking structure, wherein the connection structure is configured to restrain displacement in a vertical direction. 請求項3または請求項4に記載の遮水構造を備えた連結構造物において、前記係止部が、前記平板に代えて前記端面とともにS字状をなすように巻いた板材を、巻き中心方向を上下方向に配向し前記構造体の互いに対向する両端面にそれぞれ巻きの後端辺で取り付けるとともに、同板材と対向する側の端面に同板材の先端と相対する係止板をそれぞれ取り付け、対向する端面の同板材同士を緩くかみ合わせ、同構造体の上下方向の変位は許容し、同構造体の幅方向および厚さ方向の変位は拘束するように構成されることを特徴とする遮水構造を備えた連結構造物 5. The connecting structure having a water-blocking structure according to claim 3, wherein the locking portion is formed by winding a plate material wound in an S shape together with the end face instead of the flat plate in a winding center direction. 6. Are oriented in the up-down direction and attached to the opposite end faces of the structure at the rear end sides of the windings respectively, and the end faces on the side facing the same plate material are respectively attached with locking plates opposed to the front end of the same sheet material. The water blocking structure is characterized in that it is configured to loosely engage the same plate materials on the end faces to be connected, to allow vertical displacement of the structure, and to restrain displacement in the width direction and thickness direction of the structure. Connected structure provided with 請求項1ないし請求項6のいずれかに記載の遮水構造を備えた連結構造物において、前記不透水性充填材が充填された前記空間に生じた空隙を充填する補充液のタンクを備えることを特徴とする遮水構造を備えた連結構造物。 7. The connection structure provided with a water-blocking structure according to claim 1, further comprising a tank of a replenishing liquid for filling a void generated in the space filled with the water-impermeable filler. A connecting structure provided with a water-blocking structure, characterized in that: 請求項1に記載の遮水構造を備えた連結構造物において、前記連結部の空間に、前記構造体の上下方向および幅方向にわたって設けられる遮水部材を更に備えることを特徴とする遮水構造を備えた連結構造物。 The connection structure provided with a water-blocking structure according to claim 1, further comprising a water-blocking member provided in a space of the connection portion in a vertical direction and a width direction of the structure. Connection structure provided with. 請求項8に記載の遮水構造を備えた連結構造物において、前記構造体は前記端面に切欠き部を備え、前記遮水部材の前記端部は前記切欠き部に設けられること
を特徴とする遮水構造を備えた連結構造物。
The connection structure provided with a water-blocking structure according to claim 8, wherein the structure has a notch in the end face, and the end of the water-blocking member is provided in the notch. Connected structure with a water-blocking structure.
請求項8または請求項9に記載の遮水構造を備えた連結構造物において、前記遮水部材は、波形板であることを特徴とする遮水構造を備えた連結構造物。 The connection structure provided with a water blocking structure according to claim 8 or 9, wherein the water blocking member is a corrugated plate. 請求項10に記載の遮水構造を備えた連結構造物において、前記波形鋼板が前記切欠き部に納められている部分に強度弱小部を備えることを特徴とする遮水構造を備えた連結構造物。 The connection structure having a water-blocking structure according to claim 10, wherein the corrugated steel sheet is provided with a low-strength portion at a portion where the corrugated steel plate is accommodated in the cutout portion. object. 請求項1ないし請求項11のいずれかに記載の遮水構造を備えた連結構造物において、前記連結部の空間に、前記構造体の上下方向および幅方向にわたって設けられる熱流動性遮水材と、前記熱流動性遮水材を加熱する加熱手段とを更に備えることを特徴とする遮水構造を備えた連結構造物。 A connection structure provided with a water-blocking structure according to any one of claims 1 to 11, wherein a heat-fluid water-blocking material provided in a space of the connection portion over a vertical direction and a width direction of the structure. And a heating means for heating the heat-fluid impermeable material.
JP2004048910A 2003-04-23 2004-02-25 Connected structure with water sealing structure Withdrawn JP2004339921A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019132A (en) * 2011-07-08 2013-01-31 Toyo Constr Co Ltd Breakwater
JP2016087520A (en) * 2014-10-31 2016-05-23 東洋建設株式会社 Impervious structure
JP2018150713A (en) * 2017-03-13 2018-09-27 鹿島建設株式会社 Connector for structure, connected structure and construction method of connected structure
CN110438937A (en) * 2019-07-23 2019-11-12 中交一航局第一工程有限公司 Bulwark expansion joint plate technique for fixing

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013019132A (en) * 2011-07-08 2013-01-31 Toyo Constr Co Ltd Breakwater
JP2016087520A (en) * 2014-10-31 2016-05-23 東洋建設株式会社 Impervious structure
JP2018150713A (en) * 2017-03-13 2018-09-27 鹿島建設株式会社 Connector for structure, connected structure and construction method of connected structure
CN110438937A (en) * 2019-07-23 2019-11-12 中交一航局第一工程有限公司 Bulwark expansion joint plate technique for fixing
CN110438937B (en) * 2019-07-23 2021-04-20 中交一航局第一工程有限公司 Fixing process for wave wall expansion joint plate

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