JP2010101097A - Flap gate-type breakwater, and method for raising, bringing-down-and-mooring and mooring the same - Google Patents

Flap gate-type breakwater, and method for raising, bringing-down-and-mooring and mooring the same Download PDF

Info

Publication number
JP2010101097A
JP2010101097A JP2008274527A JP2008274527A JP2010101097A JP 2010101097 A JP2010101097 A JP 2010101097A JP 2008274527 A JP2008274527 A JP 2008274527A JP 2008274527 A JP2008274527 A JP 2008274527A JP 2010101097 A JP2010101097 A JP 2010101097A
Authority
JP
Japan
Prior art keywords
door body
mooring
air
gate
hook
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2008274527A
Other languages
Japanese (ja)
Other versions
JP5074345B2 (en
Inventor
Yuichiro Kimura
雄一郎 木村
Hideyuki Niisato
英幸 新里
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP2008274527A priority Critical patent/JP5074345B2/en
Publication of JP2010101097A publication Critical patent/JP2010101097A/en
Application granted granted Critical
Publication of JP5074345B2 publication Critical patent/JP5074345B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a flap gate-type breakwater installed as a countermeasures against a tsunami and a high tide in a harbor, and a method for raising, bringing down, and mooring the breakwater which can raise the breakwater in a short period of time. <P>SOLUTION: The flap gate-type breakwater 11 is raised by the buoyancy of an air chamber 12b. The flap gate-type breakwater includes: a turning pulley 18 which is in a state of being housed in an underwater storage portion 14, and installed in a portion facing the backside 12c of a door body 12 having a plurality of sets of door body blocks B juxtaposed in a width direction; a hook 19 which is installed in a position facing a gate mooring portion 17 mounted to the backside 12c of the door body 12 of the storage portion 14 the intermediate portion of which has a rotational supporting point 19a; a mooring rope 20 the one end side of which is attached to a lower portion of the hook 19, and the other end side of which is pulled out to a water surface via the turning pulley 18; and a fixing device 21 which is provided at the other end side of the mooring rope 20 so as to fix the mooring rope 20 pulled out to the water surface. In the hook 19, two claw-like protrusions 19b and 19c engaged with the gate mooring portion 17 are provided at an upper side, and a weight 19d is provided in a lower portion. Since the door body can be raised by disengaging the claw-like protrusion, the intrusion of the tsunami can be effectively blocked. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、例えば津波や高潮対策として港湾に設置される起伏ゲート式の防波堤、及びこの防波堤を起立、倒伏・係留、係留する方法に関するものである。   The present invention relates to a undulating gate type breakwater installed in a harbor as a countermeasure against, for example, a tsunami and a storm surge, and a method for standing, lodging, mooring and mooring the breakwater.

前記の起伏ゲート式防波堤として、浮力によって扉体の起伏を行うものがある(例えば特許文献1)。この起伏ゲート式防波堤は、扉体1の空気室1aに給気しつつ、空気室1a内の海水を排水することで、扉体1を浮上させるので、図7に示すように、空気室1aに給気・排水を行うための給気装置2(蓄圧タンク2aとコンプレッサ2b)が必要である。なお、図7中の2cは給気弁、2dは排気弁を示す。
特開2003−227125号公報
As the above-described undulating gate type breakwater, there is one that undulates the door body by buoyancy (for example, Patent Document 1). Since this undulating gate type breakwater supplies air to the air chamber 1a of the door body 1 and drains the seawater in the air chamber 1a, the door body 1 is lifted. Therefore, as shown in FIG. 7, the air chamber 1a In addition, an air supply device 2 (pressure accumulation tank 2a and compressor 2b) for supplying and discharging air is required. In FIG. 7, 2c denotes an air supply valve, and 2d denotes an exhaust valve.
JP 2003-227125 A

しかしながら、前記起伏ゲート式防波堤の場合、停電時も必要な圧縮空気を供給できるよう、常に蓄圧タンクに圧縮空気を蓄えておく必要がある。また、扉体の空気室には海水が充満しており、扉体の重量により格納位置に着床しているので、蓄圧タンクの圧力、扉体の転倒モーメント(扉体先端部の重量)及び傾斜角を常時監視しておく必要がある。但し、この場合も、腐食等により空気室に孔が開いてしまうような異常については検出できない。さらに、堆積物等により扉体の重量が増加した場合は、浮上操作または浚渫等のメンテナンスを行う必要がある等、維持管理の負担が大きい。   However, in the case of the undulating gate breakwater, it is necessary to always store the compressed air in the pressure accumulating tank so that the necessary compressed air can be supplied even during a power failure. Also, the air chamber of the door body is filled with seawater, and because it is landing at the storage position due to the weight of the door body, the pressure of the pressure accumulator tank, the overturning moment of the door body (weight of the tip of the door body) and It is necessary to constantly monitor the tilt angle. However, even in this case, it is not possible to detect an abnormality that causes a hole in the air chamber due to corrosion or the like. Furthermore, when the weight of the door body increases due to deposits or the like, it is necessary to perform a maintenance operation such as a floating operation or a dredging.

また、例えば地震発生時に津波警報が発令されて防波堤を起立させる場合には、浮上指令に基づいて給気弁を開操作して空気室の排水・給気を行うので、防波堤の起立に時間がかかり、津波の侵入の遮断が間に合わない場合もある。   Also, for example, when a tsunami warning is issued in the event of an earthquake and the breakwater is raised, the air valve is opened based on the ascent command and the air chamber is drained and supplied, so it takes time to stand up the breakwater. In some cases, the tsunami intrusion cannot be cut off in time.

本発明が解決しようとする問題点は、扉体の浮力室に給気しつつ、浮力室内の水を排水することで、扉体を浮上させる起伏ゲート式防波堤の場合、起立に要する時間が長くなるという点である。   The problem to be solved by the present invention is that in the case of the undulating gate type breakwater that floats the door body by draining the water in the buoyancy chamber while supplying air to the buoyancy chamber of the door body, the time required for standing up is long. It is that.

本発明の起伏ゲート式防波堤は、
短い時間での起立を可能にするために、
空気室の浮力により扉体が起立する起伏ゲート式防波堤において、
幅方向に複数組の扉体ブロックを並設した扉体と、
この扉体を水中で格納する収納部における、格納状態にある扉体の裏面と相対する部分に設置された転向ガイドと、
前記収納部における、前記扉体の裏面に取り付けたゲート係留部と相対する位置に設置された、中間部分に回動支点を有するフックと、
一端側が前記フックの下部に取り付けられ、他端側は前記転向ガイドを介して水面上に引き出される係留ロープと、
この係留ロープの他端側に設けられ、水面上に引き出された係留ロープを固定する固定装置と、を備え、
前記フックは、上部側に前記ゲート係留部に係合する2つの爪状突起を有すると共に、下部には錘を設けたことを最も主要な特徴としている。
The relief gate breakwater of the present invention is
To enable standing up in a short time,
In the undulating gate type breakwater where the door body rises due to the buoyancy of the air chamber,
A door body in which a plurality of door body blocks are arranged in the width direction;
A turning guide installed in a portion opposite to the back surface of the door body in the storage state in the storage section for storing the door body in water,
A hook having a pivotal fulcrum at an intermediate part, installed at a position opposite to the gate mooring part attached to the back surface of the door body in the storage part;
One end side is attached to the lower part of the hook, and the other end side is a mooring rope drawn out on the water surface through the turning guide,
A fixing device that is provided on the other end of the mooring rope and fixes the mooring rope drawn on the water surface;
The hook is characterized in that it has two claw-like projections engaged with the gate mooring portion on the upper side and a weight provided on the lower portion.

本発明の起伏ゲート式防波堤は、空気室に空気を溜め、浮力によって起立可能とした扉体を、扉体の裏面に取り付けたゲート係留部に、フックに形成した爪状突起を係合させて扉体が起立しないように拘束するので、前記係合を解除するだけで、扉体を起立できる。   The undulating gate type breakwater of the present invention has a door body that can store air in an air chamber and can stand up by buoyancy, and a gate mooring part that is attached to the back surface of the door body is engaged with a claw-like protrusion formed on the hook. Since the door body is restrained not to stand, the door body can be erected only by releasing the engagement.

すなわち、本発明の起伏ゲート式防波堤では、フックに形成した上側の爪状突起をゲート係留部に設けた貫通孔部に係合させ、かつ空気室内に空気を溜めて扉体が浮力を得た状態を保持したまま、係留ロープに張力をかけて扉体を格納させた状態から、係留ロープの前記張力を開放する。   That is, in the undulating gate type breakwater of the present invention, the upper claw-like protrusion formed on the hook is engaged with the through hole provided in the gate mooring portion, and air is stored in the air chamber to obtain buoyancy. The tension of the mooring rope is released from the state in which the door body is retracted by applying tension to the mooring rope while maintaining the state.

係留ロープの張力が開放されると、錘の重力によりフックが回転して上側の爪状突起の貫通孔部への係合が解除され、扉体が起立する。これが本発明の起伏ゲート式防波堤の起立方法である。   When the tension of the mooring rope is released, the hook rotates due to the gravity of the weight, the engagement of the upper claw-like projections with the through-hole portion is released, and the door body rises. This is the method for raising the undulating gate type breakwater of the present invention.

前記起立状態から空気室内の空気を排気しつつ海水を給水すれば扉体は倒伏する。この扉体の倒伏によりゲート係留部の下端が下側の爪状突起を押してフックを回転させ、上側の爪状突起をゲート係留部の貫通孔部に係合させる。その後は、係留ロープに張力をかけた後に空気室内の海水を排水しつつ空気を供給して扉体の格納状態を保持する。これが本発明の起伏ゲート式防波堤の倒伏・係留方法である。この本発明によれば、確実に扉体の倒伏状態を保持できるので、潜水士が水中で保持状態の確認を行う必要がない。   If seawater is supplied while exhausting the air in the air chamber from the standing state, the door body will fall down. Due to the fall of the door body, the lower end of the gate mooring part pushes the lower claw-like protrusion to rotate the hook, and the upper claw-like protrusion is engaged with the through-hole part of the gate mooring part. Thereafter, after tension is applied to the mooring rope, air is supplied while the seawater in the air chamber is drained to maintain the door in the retracted state. This is the method for lodging and mooring the undulating gate type breakwater of the present invention. According to the present invention, since the door body can be reliably held in the lying state, it is not necessary for the diver to check the holding state in water.

本発明の起伏ゲート式防波堤に、係留ロープに作用する張力測定用のロードセルと、空気室に空気を供給する給気装置をさらに設けた場合、係留ロープに作用する張力が一定となるように空気室内の空気量を調整すれば、扉体の起立準備が完了した係留状態を維持できる。   When the undulating gate breakwater of the present invention is further provided with a load cell for measuring tension acting on the mooring rope and an air supply device for supplying air to the air chamber, the air is applied so that the tension acting on the mooring rope is constant. If the amount of air in the room is adjusted, the moored state in which the preparation for raising the door body is completed can be maintained.

本発明において、フックの上部側及び下部とは、回動支点でフックを回転が自在なように支持した状態で、鉛直方向の上方側を上部側と、鉛直方向の下方側を下部という。   In the present invention, the upper side and the lower side of the hook are the upper side in the vertical direction and the lower side in the vertical direction are the lower side in a state in which the hook is supported so as to be freely rotatable at the pivot point.

本発明では、空気室に空気を溜めた状態で、扉体の裏面に取り付けたゲート係留部に、フックに形成した爪状突起を係合させて扉体が起立しないようにするので、前記係合を解除するだけで、扉体を起立させることができる。特に、地震発生時には、浮力によって通常水位まで浮上した扉体は、津波の押し波の力によって扉体を垂直に起立させることが出来、津波の侵入を効果的に遮断できる。   In the present invention, since the door body does not stand up by engaging the claw-like projections formed on the hook with the gate mooring portion attached to the back surface of the door body with air stored in the air chamber. The door can be erected only by releasing the joint. In particular, when an earthquake occurs, a door body that has floated to a normal water level due to buoyancy can stand the door body vertically by the force of a tsunami pushing wave, effectively blocking the intrusion of a tsunami.

また、ロードセルと給気装置をさらに設けた場合は、格納状態の係留ロープに作用する張力をロードセルにより測定し、当該測定張力が一定となるように空気室内の空気量を調整すれば、扉体の起立準備が完了した状態を維持できる。従って、給排気に緊急性を必要としなくなって、給気装置の二重化やバックアップ機能を省略でき、装置を簡素化でき、維持管理の負担が減少する。   If a load cell and an air supply device are further provided, the tension applied to the mooring rope in the retracted state is measured by the load cell, and the air volume in the air chamber is adjusted so that the measured tension is constant. It is possible to maintain the state where preparation for standing up is completed. Therefore, urgent need is not required for supply and exhaust, the dual supply and backup functions of the air supply device can be omitted, the device can be simplified, and the maintenance burden is reduced.

以下、本発明を実施するための各種の形態と共に最良の形態を、添付図面を用いて詳細に説明する。
図1及び図2は本発明の起伏ゲート式防波堤の各種の状態を説明する概略図、図3は本発明の起伏ゲート式防波堤の平面図、図4〜図6は本発明の起伏ゲート式防波堤のフックの動作を説明する概略図である。
The best mode as well as various modes for carrying out the present invention will be described below in detail with reference to the accompanying drawings.
1 and 2 are schematic diagrams for explaining various states of the undulating gate type breakwater of the present invention, FIG. 3 is a plan view of the undulating gate type breakwater of the present invention, and FIGS. 4 to 6 are undulated gate type breakwaters of the present invention. It is the schematic explaining the operation | movement of a hook.

図1〜図3において、11は起伏ゲート式防波堤であり、例えば、扉体12と、この扉体12の起立時に扉体12が転倒しないように、港湾Rの外側に設けられた複数のテンションロッド13を備えた構成である。   1 to 3, reference numeral 11 denotes a undulating gate breakwater. For example, a door body 12 and a plurality of tensions provided outside the harbor R so that the door body 12 does not fall when the door body 12 stands. The configuration includes a rod 13.

これら図1〜図3に示した例では、前記扉体12は、複数組の扉体ブロックBを幅方向に並設したもので、隣接した扉体ブロックB同士をロープで連結している。前記扉体12は、基端側の回転軸12aを、例えば港湾Rの底部に設けた収納部14の基台14aに、軸受15によって回転自在に枢支することで、前記回転軸12aを支点として扉体12が起伏するものを示している。   In the example shown in FIGS. 1 to 3, the door body 12 includes a plurality of door body blocks B arranged in parallel in the width direction, and the adjacent door body blocks B are connected to each other by a rope. The door body 12 pivotally supports the rotating shaft 12a by pivotally supporting the rotating shaft 12a on the base end side, for example, on a base 14a of a storage portion 14 provided at the bottom of the harbor R by a bearing 15. As shown, the door body 12 undulates.

また、前記テンションロッド13は、例えばその中間の連結部13aで二つに折れ曲がるように形成されている。そして、扉体12の起立時に上端側に位置する一方端部13bは前記扉体12の上部に、前記起立時に下端側に位置する他方端部13cは、扉体12が倒伏する側の前記回転軸12aから所定の距離だけ離れた位置に、それぞれ回転が自在なように枢支されている。   Further, the tension rod 13 is formed to be bent in two at an intermediate connecting portion 13a, for example. The one end portion 13b positioned on the upper end side when the door body 12 is raised is located at the upper portion of the door body 12, and the other end portion 13c located on the lower end side when the door body 12 is raised is the rotation on the side where the door body 12 is lying down. Each is pivotally supported so as to be freely rotatable at a position separated from the shaft 12a by a predetermined distance.

前記扉体12の例えば頂部側には空気室12bが設けられ、給気装置16であるレシーバタンク16aとコンプレッサ16bにより、前記空気室12bに給気することによって、扉体12の浮上に必要な浮力を得るように構成されている。なお、16cは給気管を示す。   For example, an air chamber 12b is provided on the top side of the door body 12, and is supplied to the air chamber 12b by a receiver tank 16a and a compressor 16b, which are air supply devices 16, so that the door body 12 is required to float. It is configured to obtain buoyancy. Reference numeral 16c denotes an air supply pipe.

本発明は、例えば上記構成の起伏ゲート式防波堤11の、前記扉体12の裏面に、貫通孔部17aを設けたゲート係留部17を取り付けている。このゲート係留部17は、必ずしも全ての扉体ブロックBに取り付ける必要はない。   In the present invention, for example, a gate mooring portion 17 provided with a through-hole portion 17a is attached to the back surface of the door body 12 of the undulating gate type breakwater 11 having the above-described configuration. This gate mooring part 17 does not necessarily need to be attached to all door block B.

一方、前記扉体12を水中で格納する収納部14における、図2(b)に示す格納状態にある扉体12の裏面12cと相対する部分には、図4(b)及び図6に示すように、転向ガイドとしての例えば転向滑車18を設置している。   On the other hand, in the storage unit 14 for storing the door body 12 in water, the portion facing the rear surface 12c of the door body 12 in the storage state shown in FIG. 2B is shown in FIG. 4B and FIG. Thus, for example, a turning pulley 18 is installed as a turning guide.

また、前記収納部14における、前記扉体12の裏面に取り付けられたゲート係留部17と相対する位置には、フック19を設置している。このフック19は、中央部に回動支点19aを、上部側には前記ゲート係留部17に係合する2つの爪状突起19b,19cを有すると共に、下部側には錘19dを設けている。図示しないが、転向滑車18及びフック19はそれぞれ収納部に設けられた取付部材に回転が自在なように支持されている。   In addition, a hook 19 is installed at a position facing the gate mooring portion 17 attached to the back surface of the door body 12 in the storage portion 14. The hook 19 has a pivot fulcrum 19a at the center, two claw-like projections 19b and 19c that engage with the gate anchoring portion 17 on the upper side, and a weight 19d on the lower side. Although not shown, the turning pulley 18 and the hook 19 are each supported by an attachment member provided in the storage portion so as to be freely rotatable.

そして、一端側を前記フック19の下部に取り付けた係留ロープ20の他端側を、前記転向滑車18を介して水面上に引き出し、固定装置21で固定している。   Then, the other end side of the mooring rope 20 having one end side attached to the lower portion of the hook 19 is pulled out onto the water surface via the turning pulley 18 and fixed by the fixing device 21.

図1〜図3の例では、引き波時に、図2(a)に示す浮上状態にある扉体12が所定の角度まで倒伏した場合に、扉体12を支持するストッパ装置22を設けている。このストッパ装置22は、前記テンションロッド13の他方端部13cより扉体12の若干回転軸12a側で、基端側が回転自在に枢支され、先端側はこの基端を中心として自身の浮力によって起立揺動する支持ロッド22aを有している。   In the example of FIGS. 1 to 3, a stopper device 22 that supports the door body 12 is provided when the door body 12 in the floating state shown in FIG. . The stopper device 22 is pivotally supported on the proximal end side so as to be rotatable slightly on the side of the rotating shaft 12a of the door body 12 from the other end portion 13c of the tension rod 13, and the distal end side is supported by its own buoyancy around the proximal end. It has a support rod 22a that swings upright.

そして、支持ロッド22aがガイド22bによって位置決めされる位置まで起立する際は、起立するのに従って、支持ロッド22aの中間に先端が枢支された固定ロッド22cの基端が支持ロッド22aの基端側に移動してくる。   When the support rod 22a stands up to the position positioned by the guide 22b, the base end of the fixed rod 22c whose tip is pivotally supported in the middle of the support rod 22a as it stands is the base end side of the support rod 22a. Come on.

支持ロッド22aがガイド22bによる位置決め位置まで起立すると、固定ロッド22cの基端は、支持ロッド22aの起立と共に、起立状態から倒伏してくる固定フック22dに係合して、支持ロッド22aの倒伏を防止する。   When the support rod 22a rises to the positioning position by the guide 22b, the base end of the fixed rod 22c engages with the fixed hook 22d that falls from the standing state together with the support rod 22a. To prevent.

なお、この固定フック22dは、支持ロッド22aの倒伏時には、起立して固定ロッド22cの基端の係合を解除するようになっている。この固定フック22dの起立動作と前記倒伏動作は、例えば一端側を支持ロッド22aに固定し、中間部を固定フック22dの基端側に捲き回した係留ロープ23aの他端を固定した動滑車に巻き回した係留ロープ23bを、支持ロッド22aの起伏動作に追従してウインチ24により繰り出しや巻き取りすることにより行われる。   The fixed hook 22d is erected to release the engagement of the base end of the fixed rod 22c when the support rod 22a is lying down. This standing hook and descent action of the fixed hook 22d is, for example, a moving pulley in which one end side is fixed to the support rod 22a and the other end of the mooring rope 23a having the intermediate portion wound around the base end side of the fixed hook 22d is fixed. The wound mooring rope 23b is fed out and wound up by the winch 24 following the undulation operation of the support rod 22a.

上記構成を有する本発明の起伏ゲート式防波堤11は、例えば地震が発生して津波警報が発令されたときには、次に述べるように操作することによって、津波が港湾Rの内側に侵入するのを防止する。   The undulating gate type breakwater 11 of the present invention having the above-described configuration prevents the tsunami from entering the harbor R by operating as described below, for example, when an earthquake occurs and a tsunami warning is issued. To do.

〔格納(係留)時〕
扉体12が収納部14の格納位置に着床した、図2(b)の状態では、図4に示すように、上側の前記爪状突起19bが前記ゲート係留部17の貫通孔部17aに係合している。短時間での起立を可能とするために、この状態で、扉体12の浮上に必要な浮力を得るまで、扉体12の空気室12bに空気を供給しておく。なお、空気室12bへの圧縮空気の供給は、例えば空気室12bの開口部の直下に給気口がくるように配置された給気管16cを介して行う。
[At storage (mooring)]
In the state shown in FIG. 2B in which the door body 12 has landed at the storage position of the storage portion 14, the upper claw-shaped protrusion 19 b is formed in the through hole portion 17 a of the gate mooring portion 17 as shown in FIG. 4. Is engaged. In order to enable standing up in a short time, air is supplied to the air chamber 12b of the door body 12 in this state until the buoyancy necessary for the levitation of the door body 12 is obtained. The supply of compressed air to the air chamber 12b is performed through an air supply pipe 16c arranged so that the air supply port comes directly under the opening of the air chamber 12b, for example.

また、前記係合状態が外れないように、係留ロープ20に張力をかけ、前記爪状突起19bが前記貫通孔部17aに係合する方向に回転力を付与する。この際、フック19の回動支点19aから扉体12の係留支持点までの距離aより、前記回動支点19aから係留ロープ20の支持点までの距離bを長くしておけば、係留ロープ20に作用する張力を低減することができる。この張力の低減により、使用する係留ロープ20や転向滑車18の小径化が可能になり、大幅なコストダウンが望める。   Further, a tension is applied to the mooring rope 20 so that the engaged state is not released, and a rotational force is applied in a direction in which the claw-shaped protrusion 19b engages with the through-hole portion 17a. At this time, if the distance b from the rotation fulcrum 19a to the support point of the mooring rope 20 is made longer than the distance a from the rotation fulcrum 19a of the hook 19 to the mooring support point of the door body 12, the mooring rope 20 It is possible to reduce the tension acting on the. By reducing the tension, it is possible to reduce the diameter of the mooring rope 20 and the turning pulley 18 to be used, and a significant cost reduction can be expected.

このとき、係留ロープ20に作用する張力を測定するロードセルをさらに設け、日常、前記張力を測定する。そして、堆積物等により扉体12の浮力が減少し、張力が減少した場合は、空気室12bに必要量の空気補給を行い、当該測定張力が一定となるように調整すれば、常に扉体12の起立準備が完了した状態を維持できる。この際、空気補給だけでは係留ロープ20の張力が回復しない場合は、浮上操作または浚渫などのメンテナンスを行う。   At this time, a load cell for measuring the tension acting on the mooring rope 20 is further provided, and the tension is measured on a daily basis. When the buoyancy of the door body 12 is reduced by deposits or the like and the tension is reduced, the air body 12b is replenished with a necessary amount of air and adjusted so that the measured tension is constant. It is possible to maintain a state where 12 preparations for standing are completed. At this time, if the tension of the mooring rope 20 is not recovered by air replenishment alone, maintenance such as levitation operation or dredging is performed.

なお、図1、図2に示したストッパ装置22を設けている場合は、支持ロッド22aは扉体12によって倒伏状態に押さえ込まれており、この状態で、係留ロープ23bの巻き取り及び繰り出すウインチ24のブレーキを開放する。   When the stopper device 22 shown in FIGS. 1 and 2 is provided, the support rod 22a is pressed down by the door body 12, and in this state, the winch 24 that winds and feeds the mooring rope 23b. Release the brake.

また、ストッパ装置22を設けている場合は、支持ロッド22aの傾斜を確認し、確認時に扉体12の裏面側のスペースを利用してストッパ装置22の動作確認を行う。   When the stopper device 22 is provided, the inclination of the support rod 22a is confirmed, and the operation of the stopper device 22 is confirmed using the space on the back surface side of the door body 12 at the time of confirmation.

〔扉体12の浮上(起立)操作時〕
例えば地震の発生により津波警報が発令されて浮上指令が出た時には、固定装置21を緩めて係留ロープ20の前記張力を開放する。この張力の解放により、錘19dの重力により、図5(a)の状態から図5(b)〜(g)の状態を経て図5(h)の状態までフック19が回転し、上側の爪状突起19bの貫通孔部17aへの係合が解除される。上側の爪状突起19bの貫通孔部17aへの係合が解除されると、予め供給されている圧縮空気による空気室12bの浮力により、通常水位まで扉体12が浮上する。
[When the door 12 is raised (standing)]
For example, when a tsunami warning is issued due to the occurrence of an earthquake and a levitation command is issued, the fixing device 21 is loosened to release the tension of the mooring rope 20. Due to the release of the tension, the hook 19 rotates from the state of FIG. 5A through the states of FIGS. 5B to 5G to the state of FIG. The engagement of the projection 19b with the through hole 17a is released. When the engagement of the upper claw-like projection 19b with the through-hole portion 17a is released, the door body 12 rises to the normal water level due to the buoyancy of the air chamber 12b by the compressed air supplied in advance.

なお、図1、図2に示したストッパ装置22を設けている場合は、扉体12の浮上に連動して係留ロープ23bが繰り出され、支持ロッド22aが浮上する。浮上した支持ロッド22aは、ガイド22bによって位置決めされ、固定フック22dによって倒れ込みが防止される。   When the stopper device 22 shown in FIGS. 1 and 2 is provided, the mooring rope 23b is fed out in conjunction with the rising of the door body 12, and the support rod 22a is lifted. The support rod 22a that has floated is positioned by the guide 22b and is prevented from falling by the fixing hook 22d.

浮力によって通常水位まで浮上した扉体12は、港湾Rの外側から津波がきた場合には、津波の押波の力によって、図1に示すように、扉体12は垂直に起立し、津波が港湾Rの内側に侵入するのを防止する。   When a tsunami comes from the outside of the port R, the door body 12 that has been lifted to the normal water level by buoyancy is erected vertically as shown in FIG. Intrusion into the harbor R is prevented.

一方、引き波がきて扉体12が倒伏しようとしても、図1に示したストッパ装置22を設けている場合は、扉体12が所定の角度まで倒伏すると、図2(a)に示すように、支持ロッド22aによって支持される。   On the other hand, even if the pulling wave comes and the door body 12 tries to fall down, when the stopper device 22 shown in FIG. 1 is provided, if the door body 12 falls down to a predetermined angle, as shown in FIG. And supported by the support rod 22a.

〔扉体12の倒伏操作時〕
扉体12の上端部に設けた排気弁(図示せず)を開放して、空気室12b内の空気を排気しつつ、空気室12b内に海水を入れて扉体12を倒伏させる。なお、図1に示したストッパ装置22を設けている場合は、この扉体12の倒伏に連動してウインチ24を作動して係留ロープ23bを巻き取り、支持ロッド22aを倒伏させる。
[When the door 12 is laid down]
An exhaust valve (not shown) provided at the upper end of the door body 12 is opened, and while the air in the air chamber 12b is exhausted, seawater is put into the air chamber 12b and the door body 12 is laid down. When the stopper device 22 shown in FIG. 1 is provided, the winch 24 is operated in conjunction with the fall of the door body 12 to wind the mooring rope 23b, and the support rod 22a is lowered.

この扉体12の倒伏により、図6のようにゲート係留部17の下端が下側の爪状突起19cを押してフック17を回転させ、上側の爪状突起19bをゲート係留部17の貫通孔部17aに係合させる(図4(b)の状態)。   Due to the fall of the door body 12, the lower end of the gate anchoring portion 17 pushes the lower claw-like projection 19 c to rotate the hook 17 as shown in FIG. 6, and the upper claw-like projection 19 b is connected to the through-hole portion of the gate anchoring portion 17. It is made to engage with 17a (state of FIG.4 (b)).

その後は、前記係留ロープ20に張力をかけ、空気室12b内の海水を排水してから排気弁を閉める。続いて給気管及び給気口を介して空気室に空気を供給して、扉体12の倒伏状態を保持する。作業完了後は、前記の格納時の作業に戻る。   Thereafter, tension is applied to the mooring rope 20 to drain the seawater in the air chamber 12b, and then the exhaust valve is closed. Subsequently, air is supplied to the air chamber through the air supply pipe and the air supply port, and the door body 12 is maintained in the lying state. After the work is completed, the process returns to the work at the time of storing.

以上、説明したように、本発明の起伏ゲート式防波堤11では、ゲート係留部17に係合させたフック19の係合を解除するだけで、扉体12を起立させることができるので、扉体12を短時間で起立させることができる。   As described above, in the undulating gate type breakwater 11 of the present invention, the door body 12 can be erected only by releasing the engagement of the hook 19 engaged with the gate mooring portion 17. 12 can stand up in a short time.

また、本発明例のように、係留ロープ20の張力を監視するロードセルをさらに設けた場合は、給気の緊急性が不要になるので、給気装置16の二重化やバックアップ機能を省略できて装置の簡素化が図れ、維持管理の負担が減少する。   Further, when a load cell for monitoring the tension of the mooring rope 20 is further provided as in the present invention example, the urgency of the supply air becomes unnecessary, so that the dual supply and backup functions of the supply device 16 can be omitted. Can be simplified and the burden of maintenance is reduced.

本発明は、前記の例に限るものではなく、各請求項に記載の技術的思想の範疇であれば、適宜実施の形態を変更しても良いことは言うまでもない。   The present invention is not limited to the above examples, and it goes without saying that the embodiments may be changed as appropriate within the scope of the technical idea described in each claim.

例えば、上記の発明例では、給気装置16とロードセルを設けているが、予め空気室12aに必要な浮力が得られるだけの空気が充てんされていれば、これら給気装置16とロードセルはなくても良い。   For example, in the above invention example, the air supply device 16 and the load cell are provided. However, if the air chamber 12a is prefilled with air sufficient to obtain the required buoyancy, the air supply device 16 and the load cell are not provided. May be.

本発明は、津波や高潮対策として港湾に設置するだけでなく、河川に設置することも可能である。また、船舶が航行する河川や港では、水深が浅くなるのを防止するためにピットを設け、このピットに基台を配置することも可能である。   The present invention can be installed not only in harbors but also in rivers as a countermeasure against tsunamis and storm surges. In rivers and ports where ships navigate, it is also possible to provide a pit to prevent the water depth from becoming shallow and to place a base in this pit.

本発明の起伏ゲート式防波堤の押波時に起立した状態を説明する概略図である。It is the schematic explaining the state stood up at the time of the pushing of the undulating gate type breakwater of this invention. (a)は本発明の起伏ゲート式防波堤の引波時の状態を説明する概略図、(b)は同じく格納時の状態を説明する概略図である。(A) is the schematic explaining the state at the time of the drawing of the undulating gate type breakwater of this invention, (b) is the schematic explaining the state at the time of storing similarly. 本発明の起伏ゲート式防波堤の平面図である。It is a top view of the undulating gate type breakwater of the present invention. 本発明の起伏ゲート式防波堤が倒伏時のゲート係留部とフックの係合状態を説明する概略図で、(a)は正面図、(b)は側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is the schematic explaining the engagement state of the gate mooring part and hook at the time of the undulation gate type breakwater of this invention lying down, (a) is a front view, (b) is a side view. (a)〜(h)は本発明の起伏ゲート式防波堤が倒伏時から起立する際のゲート係留部とフックの係合状態を順を追って説明する概略図である。(A)-(h) is the schematic explaining in order the engagement state of a gate mooring part and a hook at the time of the rising gate type breakwater of this invention standing up from the time of a fall. 本発明の起伏ゲート式防波堤が倒伏する直前のゲート係留部とフックの係合状態を説明する側面図である。It is a side view explaining the engagement state of the gate mooring part and hook just before the undulating gate type breakwater of this invention falls down. 従来の起伏ゲート式防波堤の動作を説明する概略図で、(a)は格納時、(b)は浮上操作時、(c)は倒伏時を示す図である。It is the schematic explaining operation | movement of the conventional undulating gate type breakwater, (a) is a figure at the time of storing, (b) at the time of floating operation, (c) is a figure which shows at the time of a fall.

符号の説明Explanation of symbols

11 起伏ゲート式防波堤
12 扉体
12a 回転軸
12b 空気室
12c 裏面
14 収納部
15 軸受
16 給気装置
17 ゲート係留部
17a 貫通孔部
18 転向滑車
19 フック
19a 回動支点
19b,19c 爪状突起
19d 錘
20 係留ロープ
21 固定装置
DESCRIPTION OF SYMBOLS 11 Undulating gate type breakwater 12 Door body 12a Rotating shaft 12b Air chamber 12c Back surface 14 Storage part 15 Bearing 16 Air supply device 17 Gate mooring part 17a Through-hole part 18 Turning pulley 19 Hook 19a Rotation fulcrum 19b, 19c Claw-shaped protrusion 19d Weight 20 Mooring rope 21 Fixing device

Claims (5)

空気室の浮力により扉体が起立する起伏ゲート式防波堤において、
幅方向に複数組の扉体ブロックを並設した扉体と、
この扉体を水中で格納する収納部における、格納状態にある扉体の裏面と相対する部分に設置された転向ガイドと、
前記収納部における、前記扉体の裏面に取り付けたゲート係留部と相対する位置に設置された、中間部分に回動支点を有するフックと、
一端側が前記フックの下部に取り付けられ、他端側は前記転向ガイドを介して水面上に引き出される係留ロープと、
この係留ロープの他端側に設けられ、水面上に引き出された係留ロープを固定する固定装置と、を備え、
前記フックは、上部側に前記ゲート係留部に係合する2つの爪状突起を有すると共に、下部には錘を設けたことを特徴とする起伏ゲート式防波堤。
In the undulating gate type breakwater where the door body rises due to the buoyancy of the air chamber,
A door body in which a plurality of door body blocks are arranged in the width direction;
A turning guide installed in a portion opposite to the back surface of the door body in the storage state in the storage section for storing the door body in water,
A hook having a pivotal fulcrum at an intermediate part, installed at a position opposite to the gate mooring part attached to the back surface of the door body in the storage part;
One end side is attached to the lower part of the hook, and the other end side is a mooring rope drawn out on the water surface through the turning guide,
A fixing device that is provided on the other end of the mooring rope and fixes the mooring rope drawn on the water surface;
The undulating gate type breakwater is characterized in that the hook has two claw-like protrusions that engage with the gate mooring portion on the upper side, and a weight is provided on the lower portion.
前記係留ロープに作用する張力を測定するロードセルと、空気室に空気を供給する給気装置をさらに設けたことを特徴とする請求項1に記載の起伏ゲート式防波堤。   The undulating gate breakwater according to claim 1, further comprising a load cell for measuring a tension acting on the mooring rope and an air supply device for supplying air to the air chamber. 上側の前記爪状突起を前記ゲート係留部に設けた貫通孔部に係合させ、かつ前記空気室内に空気を溜めて扉体が浮力を得た状態を保持したまま、前記係留ロープに張力をかけて前記扉体を格納させた状態から、係留ロープの前記張力を開放し、前記錘の重力により前記フックを回転させて前記爪状突起の前記貫通孔部への係合を解除し、前記扉体を起立させることを特徴とする請求項1に記載の起伏ゲート式防波堤の起立方法。   Engage the upper claw-like projection with a through-hole provided in the gate mooring portion, and retain tension in the mooring rope while keeping air in the air chamber and the door body maintaining buoyancy. From the state in which the door body is retracted, the tension of the mooring rope is released, the hook is rotated by the gravity of the weight, and the engagement of the claw-like projections with the through-hole portion is released. The rising method of the undulating gate type breakwater according to claim 1, wherein the door body is erected. 空気室内の空気を排気しつつ海水を給水することで、起立状態から前記扉体を倒伏させ、この扉体の倒伏により前記ゲート係留部の下端が下側の前記爪状突起を押して前記フックを回転させ、上側の前記爪状突起を前記ゲート係留部の貫通孔部に係合させ、その後、前記係留ロープに張力をかけた後に空気室内の海水を排水しつつ空気を供給して前記扉体の格納状態を保持することを特徴とする請求項1に記載の起伏ゲート式防波堤の倒伏・係留方法。   By supplying seawater while exhausting the air in the air chamber, the door body is laid down from the standing state, and the lower end of the gate mooring portion pushes the lower claw-like projection by the fall of the door body, and the hook is Rotate and engage the upper claw-like projections with the through-hole portion of the gate mooring portion, and then apply air to the door body while draining seawater in the air chamber after applying tension to the mooring rope. The method for lodging and mooring the undulating gate type breakwater according to claim 1, wherein the storage state is maintained. 上側の前記爪状突起を前記ゲート係留部の貫通孔部に係合させ、かつ前記空気室に空気を溜めて扉体が浮力を得た状態を保持したまま、前記係留ロープに張力をかけて前記扉体を格納させた状態において、前記ロードセルにより前記係留ロープに作用する張力を測定し、当該測定張力が一定となるように前記給気装置から前記空気室内に供給する空気量を調整することを特徴とする請求項2に記載の起伏ゲート式防波堤の係留方法。   The upper claw-like projection is engaged with the through-hole portion of the gate mooring portion, and the mooring rope is tensioned while keeping the air body in the air chamber and keeping the door body buoyant. In a state where the door body is stored, the tension acting on the mooring rope is measured by the load cell, and the amount of air supplied from the air supply device to the air chamber is adjusted so that the measured tension is constant. The mooring method of the undulating gate type breakwater according to claim 2.
JP2008274527A 2008-10-24 2008-10-24 Undulating gate type breakwater and its standing, lodging, mooring, mooring method Active JP5074345B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008274527A JP5074345B2 (en) 2008-10-24 2008-10-24 Undulating gate type breakwater and its standing, lodging, mooring, mooring method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2008274527A JP5074345B2 (en) 2008-10-24 2008-10-24 Undulating gate type breakwater and its standing, lodging, mooring, mooring method

Publications (2)

Publication Number Publication Date
JP2010101097A true JP2010101097A (en) 2010-05-06
JP5074345B2 JP5074345B2 (en) 2012-11-14

Family

ID=42291966

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008274527A Active JP5074345B2 (en) 2008-10-24 2008-10-24 Undulating gate type breakwater and its standing, lodging, mooring, mooring method

Country Status (1)

Country Link
JP (1) JP5074345B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009560A (en) * 2012-07-02 2014-01-20 Hitachi Zosen Corp Mooring hook of seabed installation-type flap gate
CN104452685A (en) * 2014-12-10 2015-03-25 天津大学前沿技术研究院有限公司 Grading lifting type retaining dam
JP2016151163A (en) * 2015-02-19 2016-08-22 日立造船株式会社 Gate on river for inhibiting running up of tsunami waves
JP2017014705A (en) * 2015-06-26 2017-01-19 英外 ▲濱▼田 Improved underwater tsunami disaster-proof facility
US11098458B2 (en) * 2017-03-24 2021-08-24 Hitachi Zosen Corporation Flap gate

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11200349A (en) * 1998-01-19 1999-07-27 Mizota Corp Foreign matter removing method in floating gate and device thereof
JP2005139687A (en) * 2003-11-06 2005-06-02 Hitachi Zosen Corp Rising-up/falling down type waterproof door device
JP2006257841A (en) * 2005-03-18 2006-09-28 Norimasa Ozaki Tidal wave sluice
JP2007023510A (en) * 2005-07-12 2007-02-01 Hitachi Zosen Corp Winding-up operation confirming method for sluice door and winding-up device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11200349A (en) * 1998-01-19 1999-07-27 Mizota Corp Foreign matter removing method in floating gate and device thereof
JP2005139687A (en) * 2003-11-06 2005-06-02 Hitachi Zosen Corp Rising-up/falling down type waterproof door device
JP2006257841A (en) * 2005-03-18 2006-09-28 Norimasa Ozaki Tidal wave sluice
JP2007023510A (en) * 2005-07-12 2007-02-01 Hitachi Zosen Corp Winding-up operation confirming method for sluice door and winding-up device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014009560A (en) * 2012-07-02 2014-01-20 Hitachi Zosen Corp Mooring hook of seabed installation-type flap gate
CN104452685A (en) * 2014-12-10 2015-03-25 天津大学前沿技术研究院有限公司 Grading lifting type retaining dam
CN104452685B (en) * 2014-12-10 2016-02-24 天津大学前沿技术研究院有限公司 A kind of classification buoyancy lift type checkdam
JP2016151163A (en) * 2015-02-19 2016-08-22 日立造船株式会社 Gate on river for inhibiting running up of tsunami waves
JP2017014705A (en) * 2015-06-26 2017-01-19 英外 ▲濱▼田 Improved underwater tsunami disaster-proof facility
US11098458B2 (en) * 2017-03-24 2021-08-24 Hitachi Zosen Corporation Flap gate

Also Published As

Publication number Publication date
JP5074345B2 (en) 2012-11-14

Similar Documents

Publication Publication Date Title
JP5074367B2 (en) Undwelling gate type breakwater door mooring device
JP5180945B2 (en) Mooring device for undulating gate breakwater
RU2196701C2 (en) System for loading ships at sea
US8475084B2 (en) Tidal flow power generation
JP5860976B2 (en) Floating wind power generator and method of conveying parts of the device
JP5074345B2 (en) Undulating gate type breakwater and its standing, lodging, mooring, mooring method
KR101505725B1 (en) Marine floating structures of self buoyancy control device
JP2010030379A (en) Tension adjusting method for tensioned mooring cable and tensioned mooring float
JP5873745B2 (en) Submarine flap gate breakwater
JP5690116B2 (en) Hydroelectric power generation equipment
JP5059696B2 (en) Undulating gate breakwater
EP2518310B1 (en) Electrical interconnection system between at least one electricity generator and one electricity transfer system, in a marine environment
JP6914411B1 (en) Pile construction method
JP2015224538A (en) Protective device for emergency
JP5250534B2 (en) Determination of elastic modulus of mooring mechanism in undulating gate breakwater
JP2012197553A (en) Breakwater unit and floating type breakwater
JP5363180B2 (en) Undulating gate breakwater
JP5329292B2 (en) Undulating gate breakwater
JP5329374B2 (en) Undulating gate breakwater
JP5476209B2 (en) Floating flap gate
JP2009299427A (en) Derricking gate-type breakwater and its rising method
JP2006249914A (en) Tidal wave breakwater
JP5208844B2 (en) breakwater
JP5420962B2 (en) Movable breakwater
JP2003213652A (en) Floating body type tide embankment and its maintenance method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110613

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120713

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20120724

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20120823

R150 Certificate of patent or registration of utility model

Ref document number: 5074345

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150831

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250