JP2017223112A - Flap gate - Google Patents

Flap gate Download PDF

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JP2017223112A
JP2017223112A JP2017189972A JP2017189972A JP2017223112A JP 2017223112 A JP2017223112 A JP 2017223112A JP 2017189972 A JP2017189972 A JP 2017189972A JP 2017189972 A JP2017189972 A JP 2017189972A JP 2017223112 A JP2017223112 A JP 2017223112A
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door body
standing
rear end
counterweight
flap gate
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JP6420438B2 (en
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京一 仲保
Kyoichi Nakaho
京一 仲保
雄一郎 木村
Yuichiro Kimura
雄一郎 木村
竜太 吉識
Ryuta Yoshiki
竜太 吉識
俊明 森井
Toshiaki Mori
俊明 森井
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Hitachi Zosen Corp
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Hitachi Zosen Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Abstract

PROBLEM TO BE SOLVED: To provide a flap gate suitable even when installed in a long place of a span of an opening part such as a dam body top end surface of a tide embankment.SOLUTION: A land type flap gate 11 comprises a plurality of door bodies 13 for standing-rocking the tip to a fulcrum 13a, a counterweight 17 and a rope 14 for installing one end in a rear end part of the door bodies 13 and installing the other end on the counterweight 17. Standing blocks 16a and 16B are installed for guiding the rope 14 by the door bodies 13 so that the counterweight 17 is positioned in the lowest point in the middle of standing or in the middle of falling down.EFFECT: A mechanism for imparting auxiliary force to door body operation can be constructed regardless of long-short of a span by being provided under the rear end side of the respective door bodies. A suspension part 13b of a flotation confirmation inspection weight 24 is provided in a rear end part of the door bodies, so that a burden of maintenance is also reduced.SELECTED DRAWING: Figure 1

Description

本発明は、フラップゲートに関するものである。より詳しくは、例えば、高潮や津波対策として、防潮堤の堤体天端面など、径間の広い開口部に設置される陸上型フラップゲートに関するものである。   The present invention relates to a flap gate. More specifically, for example, the present invention relates to a land-type flap gate installed at a wide opening such as a levee body top end surface of a seawall as a countermeasure against storm surge and tsunami.

例えば防波堤の開口部に設置され、増水時、増水した水が生活空間や地下空間に流れ込まないように、流入しようとする水の浮力を利用して扉体を起立させ、前記開口部を遮断する浮体式フラップゲートがある(例えば特許文献1)。   For example, it is installed at the opening of a breakwater, and when the water is increased, the door is raised by using the buoyancy of the water to flow in so that the increased water does not flow into the living space or underground space, and the opening is blocked. There is a floating flap gate (for example, Patent Document 1).

このような浮体式フラップゲートを、防潮堤の堤体天端面に敷設した場合、非常時のみ必要な高さが得られ、非常時以外は堤体の高さを低くできるので、陸側から海側の見晴らしがよくなって景観を阻害することがなくなる。   When such a floating-type flap gate is installed on the top of the tide wall, the height required only in an emergency can be obtained, and the height of the levee can be lowered except in an emergency. The side view is improved and the landscape is not obstructed.

しかしながら、防潮堤の堤体天端面に敷設する浮体式フラップゲートの場合、防波堤の開口部に設置する浮体式フラップゲートに比べて、海水の流入を阻止する部分の長さが長くなるので、連結する扉体の数が多くなって、扉体同士の連結箇所が増加する。さらに、浮体式フラップゲートの両側部だけで扉体の起立動作又は倒伏動作に補助力を与えることは難しい。   However, in the case of a floating flap gate laid on the top of the seawall, the length of the part that prevents the inflow of seawater is longer than the floating flap gate installed at the opening of the breakwater. The number of door bodies to be increased increases and the number of connecting portions between the door bodies increases. Furthermore, it is difficult to give an assisting force to the standing action or the lying action of the door only by the both sides of the floating flap gate.

この扉体同士の連結は、図8に示すように、扉体1の隣接する側面全域にフランジ2を溶接接合し、これらフランジ2の表面に水密ゴム3と押さえ板4を重ね、これら隣接する両扉体1の水密ゴム3と押さえ板4の間に、両扉体1を水密状に連結する止水膜5を介在させて所定の間隔ごとにボルト6とナット7で締付けた構造である。   As shown in FIG. 8, the door bodies are connected to each other by welding the flanges 2 to the entire adjacent side surfaces of the door body 1, and superposing the watertight rubber 3 and the pressing plate 4 on the surfaces of the flanges 2. Between the watertight rubber 3 and the pressing plate 4 of both door bodies 1, a waterproof film 5 that connects both door bodies 1 in a watertight manner is interposed and tightened with bolts 6 and nuts 7 at predetermined intervals. .

ところで、前記浮体式フラップゲートは、外観の目視検査のほか、起立開始の浮上確認検査、倒伏状態から起立状態及び起立状態から倒伏状態への動作確認検査を定期的に行う必要がある。   By the way, in addition to the visual inspection of the appearance, the floating flap gate needs to periodically perform a rising confirmation test at the start of standing, and an operation confirmation test from the standing state to the standing state and from the standing state to the lying state.

このような起立開始の浮上確認検査、倒伏状態と起立状態間の動作確認検査を行う際、防潮堤の堤体天端面に敷設する浮体式フラップゲートの場合は連結する扉体の数が多くなるので、全ての扉体を一度に点検するのが困難になる。   When performing the rising confirmation test at the start of standing, and the operation checking test between the lying state and the standing state, in the case of a floating flap gate laid on the top of the levee body, the number of doors to be connected increases. Therefore, it becomes difficult to check all the doors at once.

特に起立開始の浮上確認検査の場合は、隣接する扉体の影響を受けないように、全ての隣接する扉体間の連結を解除して前記点検を行うことになるので、隣接する扉体を水密状に連結する止水膜を取付けている多数のボルトとナットの取外しに多大の手間がかかる。   In particular, in the case of the rising confirmation inspection at the start of standing up, the connection between all the adjacent door bodies is released so as not to be affected by the adjacent door bodies. It takes a great deal of time to remove a large number of bolts and nuts that are attached with a water-tight film that is connected in a watertight manner.

特開2012−241449号公報JP 2012-241449 A

本発明が解決しようとする問題点は、浮体式フラップゲートを防潮堤の堤体天端面に敷設する場合など、径間の長い開口部の浸水対策設備として導入する際、浮体式フラップゲートの両側部だけで扉体の動作に補助力を与えるには、構造上設置幅に制約を生じ、かつ、起立開始の浮上確認検査に多大の手間がかかるという点である。   The problem to be solved by the present invention is that when the floating flap gate is installed on the top end surface of the seawall of the tide embankment, when it is introduced as a countermeasure against inundation with a long span opening, both sides of the floating flap gate In order to give the auxiliary force to the operation of the door body only by the part, the installation width is structurally limited, and a great deal of labor is required for the rising confirmation inspection at the start of standing.

本発明は、上記問題を解決するために、扉体動作に補助力を与える機構を各扉体の後端側下方に設けることで、径間の長短によらず構築できることや、起立開始の浮上確認検査、倒伏状態と起立状態間の動作確認検査を行う際のメンテナンスの負担を軽減することを目的としてなされたものである。   In order to solve the above-mentioned problem, the present invention can be constructed regardless of the length of the span by providing a mechanism for giving an assisting force to the door body operation below the rear end side of each door body. The purpose is to reduce the burden of maintenance when performing a confirmation inspection and an operation confirmation inspection between the lying state and the standing state.

本発明は、
支点に対して先端が起立搖動する複数の扉体と、
カウンタウエイトと、
一端が前記扉体の後端部に取り付けられ、他端が前記カウンタウエイトに取り付けられたロープと、
前記扉体が起立途中又は倒伏途中に、前記カウンタウエイトが最下点に位置するように前記ロープを案内する固定滑車と、を備えたことを最も主要な特徴としている。
The present invention
A plurality of door bodies whose tips rise and swing with respect to the fulcrum;
Counterweight,
A rope having one end attached to the rear end of the door body and the other end attached to the counterweight;
The main feature is that it comprises a fixed pulley that guides the rope so that the counterweight is positioned at the lowest point while the door is standing or lying down.

上記の本発明では、扉体が起立途中又は倒伏途中を分岐点として、カウンタウエイトが、起立又は倒伏の開始時には起立又は倒伏を補助する一方、起立又は倒伏の完了前には起立又は倒伏の抵抗として作用する。従って、起立又は倒伏の開始時には水位への追従性が良くなる一方、起立又は倒伏の完了前には起立又は倒伏の衝撃を緩和できる。   In the above-mentioned present invention, the counterweight assists the standing or lodging at the start of standing or lodging while the door body is standing or lying in the middle, while standing or lodging resistance is completed before the standing or lodging is completed. Acts as Accordingly, the followability to the water level is improved at the start of standing or lodging, while the impact of standing or lodging can be mitigated before completion of standing or lodging.

上記本発明に対し、隣接する扉体間を水密状に塞ぐ止水膜を、扉体の後端側から先端側に向かって幅が漸次拡大する台形状となるように設けた場合は、隣接する扉体とは独立して、扉体の先端側を一定角度起立することを許容する。   For the above-mentioned present invention, when the water blocking film that seals between adjacent door bodies in a watertight manner is provided so as to have a trapezoidal shape in which the width gradually increases from the rear end side to the front end side, Independently of the door body, the tip end side of the door body is allowed to stand at a certain angle.

また、上記本発明の扉体の後端部に、起立開始の確認のためのウエイトの吊下げ部を設けた場合は、該吊り下げ部に、浮上確認点検用ウエイトを吊り下げるだけで、起立開始の浮上確認検査を行うことができる。   Further, when a weight suspension for confirming the start of standing is provided at the rear end of the door body of the present invention, the lifting confirmation inspection weight is simply suspended from the suspension. It is possible to perform a check-up check at the start.

また、上記本発明の扉体の後端部に、倒伏状態と起立状態との間の動作確認のための動滑車の吊下げ部を設けるとともに、前記扉体の後端側下方に、前記扉体に吊下げた前記動滑車に巻き回したロープを案内する可動確認用固定滑車と、前記ロープの巻き取り用ウインチを配置した場合は、該ウインチで巻き取ることで、倒伏状態と起立状態間の動作確認を行うことができる。   In addition, the rear end of the door body of the present invention is provided with a hanging portion of a movable pulley for confirming the operation between the lying state and the standing state, and the door is disposed below the rear end side of the door body. If a fixed pulley for movement confirmation that guides the rope wound around the movable pulley suspended on the body and a winch for winding the rope are arranged, the winding between the lying state and the standing state can be achieved by winding with the winch. Can be confirmed.

本発明では、起立又は倒伏の開始時には水位への追従性が良くなるのと共に、起立又は倒伏の完了前には起立又は倒伏の衝撃を緩和できるのに加えて、起立開始の浮上確認を行いたい扉体の後端部に、浮上確認点検用ウエイトを吊り下げるだけで、起立開始の浮上確認を行うことができる。   In the present invention, at the start of standing or lodging, the followability to the water level is improved, and before the completion of standing or lodging, the impact of standing or lodging can be mitigated, and in addition, confirmation of rising at the start of standing is desired. It is possible to confirm the rising at the start of standing by simply suspending the weight for checking the rising at the rear end of the door body.

また、倒伏状態と起立状態間の動作確認検査は、浮上確認点検用ウエイトに代えて、それぞれの扉体の後端部に動作確認点検用動滑車を吊下げ、前記動滑車と可動確認用固定滑車に巻き回したロープをウインチで巻き取るだけで、倒伏状態と起立状態間の動作確認を行うことができる。   In addition, the operation check inspection between the lying state and the standing state is performed by suspending the operation check inspection moving pulley at the rear end portion of each door body in place of the ascent check inspection weight, and fixing the movable pulley and the movable check fixed By simply winding the rope wound around the pulley with a winch, it is possible to check the operation between the lying state and the standing state.

また、本発明では、カウンタウエイトや固定滑車を扉体の後端側下方に設置するので、扉体が倒伏状態の場合は、当該扉体の上方にはフラップゲートの構成要素が存在せず、景観を阻害することがない。   Further, in the present invention, since the counterweight and the fixed pulley are installed below the rear end side of the door body, when the door body is in a lying state, there is no component of the flap gate above the door body, Does not obstruct the landscape.

本発明の陸上型フラップゲートの概略構成図で、(a)は倒伏状態の扉体を平面側から見た図、(b)は倒伏状態の扉体の側面側から見た図、(c)は倒伏状態の扉体の先端側から見た図、(d)は倒伏状態の扉体の後端側から見た図を示す。BRIEF DESCRIPTION OF THE DRAWINGS It is a schematic block diagram of the land type flap gate of this invention, (a) is the figure which looked at the fallen door body from the plane side, (b) is the figure seen from the side surface side of the fallen door body, (c) Is a view seen from the front end side of the lying door body, and (d) is a view seen from the rear end side of the lying door body. 本発明の陸上型フラップゲートの隣接する扉体間同士の水密構成を示した図で、(a)は倒伏状態の扉体の側面側から見た図、(b)は倒伏状態の扉体の先端側から見た斜視図、(c)は止水膜を平面方向から見た図である。It is the figure which showed the watertight structure between the adjacent door bodies of the land type | mold flap gate of this invention, (a) is the figure seen from the side of the fallen door body, (b) is the fallen door body. The perspective view seen from the front end side, (c) is the figure which looked at the water stop film from the plane direction. 本発明の陸上型フラップゲートにおいて、起立開始の浮上確認検査を行う際の浮上確認点検用ウエイトを吊り下げた状態を示した扉体の後端部側から見た斜視図で、(a)は扉体の後端部1か所に浮上確認点検用ウエイトを1個吊下げた場合の図、(b)は扉体の後端部2か所に浮上確認点検用ウエイトをそれぞれ1個吊下げた場合の図、(c)は扉体の後端部1か所に浮上確認点検用ウエイトを2個吊下げた場合の図である。In the land-type flap gate of the present invention, it is a perspective view seen from the rear end side of the door body showing a state in which the weight for checking for ascent at the start of rising is checked, (a) The figure shows the case where one lifting confirmation inspection weight is hung on one rear end of the door body, (b) shows one lifting confirmation inspection weight suspended on the rear end portion of the door body. (C) is a figure at the time of suspending two weights for ascending confirmation inspection at one place of the rear end portion of the door body. 本発明の陸上型フラップゲートにおける扉体底部の水密構造及び起立搖動の支点構造の一例を、倒伏状態の扉体の側面側から見た図である。It is the figure which looked at the example of the watertight structure of the door body bottom part in the land type flap gate of this invention, and the fulcrum structure of a standing swing from the side surface side of the fallen door body. 本発明の陸上型フラップゲートにおいて、倒伏状態と起立状態間の動作確認検査を行う際の状態を示した図で、(a)は倒伏状態の扉体の側面側から見た図、(b)は倒伏状態の扉体の後端側から見た図である。In the land-type flap gate of this invention, it is the figure which showed the state at the time of performing the operation check inspection between a lying state and a standing state, (a) is the figure seen from the side of the door body in a lying state, (b) These are the figures seen from the rear end side of the fallen door body. 本発明の陸上型フラップゲートにおける、他端にカウンタウエイトを取付けたロープを案内する固定滑車の他の配置例を示した図で、(a)は倒伏状態の扉体の側面側から見た図、(b)は倒伏状態の扉体の後端側から見た図である。In the land-type flap gate of this invention, it is the figure which showed the other example of arrangement | positioning of the fixed pulley which guides the rope which attached the counterweight to the other end, (a) is the figure seen from the side surface side of the fallen door body (B) is the figure seen from the rear end side of the door body in the lying state. 図6に示した実施例の固定滑車に代えてドラムを使用した場合の図6と同様の図である。It is a figure similar to FIG. 6 at the time of using a drum instead of the fixed pulley of the Example shown in FIG. 従来のフラップゲートの隣接する扉体間同士の水密構成を扉体の先端側から見た図である。It is the figure which looked at the watertight structure between the door bodies which the conventional flap gate adjoins from the front end side of the door body.

本発明は、径間の長短に関わらず構築が可能で、起立開始の浮上確認検査、倒伏状態と起立状態間の動作確認検査を行う際のメンテナンスの負担を軽減するという目的を、扉体の動作を補助する機構を各扉体の後端側下方に設けることや、扉体の後端部に起立開始の確認のためのウエイトの吊下げ部を設けることなどで実現した。   The present invention can be constructed regardless of the length of the span, and the purpose of reducing the maintenance burden when performing the rising confirmation test at the start of standing, and the operation checking test between the lying state and the standing state, This is realized by providing a mechanism for assisting the operation below the rear end side of each door body, or by providing a weight hanging portion for confirming the start of standing at the rear end portion of the door body.

以下、本発明を実施するための形態を、図1〜図5を用いて詳細に説明する。
図1は本発明の一実施例である陸上型フラップゲートの概略構成図である。
Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to FIGS.
FIG. 1 is a schematic configuration diagram of a land-type flap gate according to an embodiment of the present invention.

図1において、11は例えば防潮堤12の堤体天端面12aに設置される本発明の陸上型フラップゲートであり、高潮や津波の発生時に、防潮堤12を越えて押し寄せてきた海水により起立して、防潮堤12より陸側に海水が流れ込まないようにするものである。なお、図1(a)(b)では、紙面左側が海側、紙面右側が陸側である。   In FIG. 1, 11 is a land type flap gate of the present invention installed on, for example, the levee body top end surface 12a of the tide embankment 12, and is erected by seawater that has pushed over the tide embankment 12 when a storm surge or tsunami occurs Thus, seawater does not flow into the land side from the seawall 12. In FIGS. 1A and 1B, the left side of the drawing is the sea side, and the right side of the drawing is the land side.

この陸上型フラップゲート11は、図1(a)に示すように、複数の扉体13を一列に並べて連結したもので,図1(b)に想像線で示すように、支点13aに対して、海側に位置する先端側が起立搖動する。   As shown in FIG. 1A, the land-type flap gate 11 is formed by connecting a plurality of door bodies 13 in a line, and as shown by an imaginary line in FIG. The tip side that is located on the sea side swings upright.

そして、これらそれぞれの扉体13の例えば後端面2か所にロープ14の一端を取付け、このロープ14の他端を、扉体13の後端部の陸側に設置した、その天井面が倒伏状態の扉体13の表面と略同じ高さとなる支柱15の後端部の陸側の内部空間に設置した例えば2個の固定滑車16a,16bを介してカウンタウエイト17に取付けている。   Then, one end of the rope 14 is attached to, for example, two places on the rear end surface of each of the door bodies 13 and the other end of the rope 14 is installed on the land side of the rear end portion of the door body 13. It is attached to the counterweight 17 via, for example, two fixed pulleys 16a and 16b installed in the land-side internal space of the rear end portion of the column 15 that is substantially the same height as the surface of the door 13 in the state.

この際、前記固定滑車16a,16bは、前記扉体13が起立又は倒伏の途中でカウンタウエイト17が最下点となり、起立又は倒伏の開始時には起立又は倒伏を補助する一方、起立は倒伏の完了前には起立又は倒伏の抵抗として作用するような位置に設置する。   At this time, in the fixed pulleys 16a and 16b, the counterweight 17 is at the lowest point while the door body 13 is standing or lying down, and at the start of standing or lodging, the standing pulley is assisted, and the standing is completed. Before it is installed, it will act as a resistance to standing or lodging.

このような構成の本発明の陸上型フラップゲート11は、扉体13が倒伏状態の場合は、当該扉体13の上方には陸上型フラップゲート11の構成要素が存在しないので、景観を阻害することがない。   The land-type flap gate 11 of the present invention having such a configuration inhibits the landscape when the door body 13 is in a lying state, because no component of the land-type flap gate 11 exists above the door body 13. There is nothing.

一方、高潮や津波の発生時に、押し寄せてきた海水が防潮堤12を越えて陸側に流れ込もうとした時には、押し寄せてきた海水が扉体13に作用して発生する浮力により、扉体13は無動力かつ人の操作なしに起立する。その起立開始時、前記カウンタウエイト17が降下することで、扉体13の起立を補助する。   On the other hand, when the storm surge or tsunami occurs and the seawater that has rushed tries to flow over the seawall 12 to the land side, the buoyancy generated by the rushing seawater acting on the door body 13 causes the door body 13. Stands without power and without human intervention. At the start of the standing, the counterweight 17 is lowered to assist the standing of the door body 13.

水位の増加に伴って扉体13は起立するが、扉体13の起立途中でカウンタウエイト17が最下点の位置となった後は、カウンタウエイト17は上昇するので、カウンタウエイト17が抵抗となって扉体13の起立速度を減速し、起立完了時の衝撃を緩和する。   The door body 13 rises as the water level increases, but the counterweight 17 rises after the counterweight 17 reaches the lowest point while the door body 13 is standing up. Thus, the rising speed of the door body 13 is reduced, and the impact at the time of completion of the rising is mitigated.

なお、高潮や津波が引いて水位が低下した場合は、カウンタウエイト17が降下し、扉体13を倒伏方向に引っ張って水位の低下に追従して倒伏するが、カウンタウエイト17が最下点の位置となった後は、カウンタウエイト17は上昇して抵抗となり、扉体13の降伏速度を減速して降伏完了時の衝撃を緩和する。   When the water level is lowered due to storm surge or tsunami, the counterweight 17 descends, and the door 13 is pulled down in the falling direction to follow the drop in the water level, but the counterweight 17 is at the lowest point. After reaching the position, the counterweight 17 rises to become resistance, decelerates the yield speed of the door body 13, and relieves the impact when the yield is completed.

また、複数の扉体13を一列に並べて連結した本発明の陸上型フラップゲート11では、隣接する扉体13同士は水密状態を維持して連結している。   In the land-type flap gate 11 of the present invention in which a plurality of door bodies 13 are connected in a line, adjacent door bodies 13 are connected while maintaining a watertight state.

この連結は、図2(a)(b)に示すように、防潮堤12の堤体天端面12aと堤体の陸側法面12bの上部の、相対する位置で行っている。その連結構造は、扉体13の隣接する側端面及び底面にフランジ18を溶接接合し、これらフランジ18の表面に水密ゴム19を介して止水膜20を配置し、鋼製の押さえ板21で押さえ付けて、ボルト22とナット23で締付けた構造である。そして、本実施例では、隣接する扉体13間を水密状に塞ぐ前記止水膜20を、図2(c)に示すように、扉体13の後端側から先端側に向かって幅が漸次拡大する、台形状としたものを採用している。   As shown in FIGS. 2 (a) and 2 (b), this connection is performed at opposite positions on the top of the levee body top end surface 12a of the seawall 12 and the land-side slope 12b of the levee body. In the connecting structure, flanges 18 are welded and joined to adjacent side end surfaces and bottom surfaces of the door body 13, and a water blocking film 20 is disposed on the surfaces of these flanges 18 via a watertight rubber 19. The structure is pressed and tightened with bolts 22 and nuts 23. In this embodiment, the water blocking film 20 that seals between adjacent door bodies 13 in a watertight manner has a width from the rear end side to the front end side of the door body 13 as shown in FIG. A trapezoidal shape that gradually expands is adopted.

このように隣接する扉体13間を水密状に塞ぐ止水膜20を、扉体13の後端側から先端側に向かって幅が漸次拡大する台形状となすことで、隣接する扉体13とは独立して、扉体13の先端側が一定角度、例えば3°起立することが許容される。   The water blocking film 20 that seals the space between the adjacent door bodies 13 in a water-tight manner in this way is formed into a trapezoid whose width gradually increases from the rear end side to the front end side of the door body 13, thereby adjacent door bodies 13. Independently, the front end side of the door body 13 is allowed to stand at a certain angle, for example, 3 °.

従って、起立開始の浮上確認検査を行う場合は、図1(d)に示すように、起立開始の浮上確認を行いたい扉体13の後端部に設けた吊下げ部13bに、浮上確認点検用ウエイト24を吊り下げるだけで、隣接する扉体13の連結を解除することなく、起立開始の浮上確認検査を行うことができる。なお、この浮上確認点検用ウエイト24は、人間が持てる程度の10〜20kg程度とする。   Therefore, when performing the rising confirmation test for rising start, as shown in FIG. 1 (d), the floating confirmation check is performed on the suspension part 13b provided at the rear end of the door body 13 where the rising confirmation for rising start is desired. It is possible to perform a rising confirmation test at the start of standing up by simply suspending the weights 24 without releasing the connection of the adjacent door bodies 13. It should be noted that the ascent and check weight 24 is about 10 to 20 kg that can be held by a human.

この起立開始の浮上確認検査に際し、扉体13の先端側を例えば3°起立できるものであれば、浮上確認点検用ウエイト24は、扉体13の後端部1か所に1個吊下げても(図3(a))、2個吊下げてもよい(図3(c))。また、扉体13の後端部2か所にそれぞれ1個吊下げてもよい(図3(b))。   If the front end side of the door body 13 can stand up, for example, by 3 ° during the rising confirmation inspection at the start of standing, one lifting confirmation inspection weight 24 is suspended at one position on the rear end portion of the door body 13. (FIG. 3A), two may be hung (FIG. 3C). Alternatively, one piece may be hung from each of the two rear end portions of the door body 13 (FIG. 3B).

但し、隣接する扉体13とは独立して、扉体13の先端側が例えば3°を超えて起立し、止水膜20に力が作用しないようにするため、隣接する扉体13の先端面同士を、図1(c)に示すように、例えばチェーン25を用いて緩く連結しておくことが望ましい。この連結手段は、同様の作用効果が得られるものであれば、チェーン25に限るものではない。   However, independently of the adjacent door body 13, the front end side of the adjacent door body 13 is disposed so that the front end side of the door body 13 stands, for example, exceeding 3 ° and no force acts on the water blocking film 20. As shown in FIG. 1C, it is desirable that the two are loosely connected using a chain 25, for example. The connecting means is not limited to the chain 25 as long as the same function and effect can be obtained.

一方、扉体13と陸側法面12bとの間の水密は、図4に示すように、扉体13のスキンプレート13cと躯体側の水密金物13d間を水密ゴム26で連結することで水密を確保している。   On the other hand, as shown in FIG. 4, the watertightness between the door body 13 and the land-side slope 12b is achieved by connecting the skin plate 13c of the door body 13 and the watertight hardware 13d on the housing side with a watertight rubber 26. Is secured.

前記構造で連結した前記水密構造の複数の扉体13は、例えば図4に示すように、扉体13の両側面の、支点13aを中心とする異なる半径位置に、2個のピン13e,13fを設けている。そして、これらピン13e,13fと同一半径の2個の円弧状ガイド孔27a,27bを形成したガイド金物27を、防潮堤12の陸側法面12bに設置して、扉体13の倒伏時、前記ピン13e,13fを円弧状ガイド孔27a,27bで案内するようにしている。この場合、ガイド孔27a,27bの円弧長さは、扉体13の先端側の起立搖動角度に応じて決定する。   As shown in FIG. 4, for example, the plurality of doors 13 of the watertight structure connected in the structure have two pins 13e and 13f at different radial positions around the fulcrum 13a on both side surfaces of the door 13. Is provided. And the guide metal object 27 which formed two circular arc guide holes 27a, 27b having the same radius as these pins 13e, 13f is installed on the land side slope 12b of the seawall 12, and when the door body 13 falls down, The pins 13e and 13f are guided by arcuate guide holes 27a and 27b. In this case, the arc lengths of the guide holes 27 a and 27 b are determined according to the upright swing angle on the distal end side of the door body 13.

このような構造を採用すれば、扉体13の起立搖動の支点13aには回転軸が存在しないので、水密ラインを連続することができる。また、扉体13に作用する水圧荷重は、ピン13e,13fと、扉体13の縦桁13gの端部13gaの2点で支持し、躯体に伝達される。   If such a structure is adopted, since there is no rotating shaft at the fulcrum 13a of the swinging of the door body 13, the watertight line can be continued. Further, the hydraulic load acting on the door body 13 is supported at two points of the pins 13e and 13f and the end portion 13ga of the stringer 13g of the door body 13, and is transmitted to the housing.

図5は、倒伏状態と起立状態間の動作確認検査を行うための機構である。この機構は、例えば、扉体13の後端面に設置した前記吊下げ部13bに吊下げる動作確認点検用動滑車28に巻き回したロープ29を案内する可動確認用固定滑車30と、前記ロープ29の巻き取り用ウインチ31を、扉体13の後端側下方に配置したものである。   FIG. 5 shows a mechanism for performing an operation check inspection between the lying state and the standing state. This mechanism includes, for example, a movable check fixed pulley 30 that guides a rope 29 wound around an operation check inspection movable pulley 28 suspended from the suspension portion 13b installed on the rear end surface of the door body 13, and the rope 29. The winding winch 31 is disposed below the rear end side of the door body 13.

このような構成の場合、前記浮上確認点検用ウエイト24に代えて、図5(b)に示すように、それぞれの扉体13の後端部に動作確認点検用動滑車28を吊下げ、これら動滑車28と前記可動確認用固定滑車30に巻き回したロープ29をウインチ31で巻き取ることで、倒伏状態と起立状態間の動作確認を行うことができる。   In the case of such a configuration, as shown in FIG. 5 (b), instead of the weighting check inspection weight 24, the operation check inspection moving pulleys 28 are suspended from the rear end portions of the door bodies 13, respectively. By winding the rope 29 wound around the movable pulley 28 and the movable confirmation fixed pulley 30 with the winch 31, it is possible to check the operation between the lying state and the standing state.

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、上記実施例では、2個の固定滑車16a,16bで、扉体13が起立又は倒伏の途中でカウンタウエイト17が最下点となり、起立又は倒伏の開始時には起立又は倒伏を補助する一方、起立又は倒伏の完了前には起立又は倒伏の抵抗として作用するようにしている。しかしながら、同様の作用を奏することが可能であれば、図6に示すように1個の固定滑車16でもよい。また、図7に示すように、前記固定滑車16に代えてドラム32を採用してもよい。   For example, in the above embodiment, with the two fixed pulleys 16a and 16b, the counterweight 17 becomes the lowest point while the door body 13 is standing or falling, and assists the standing or falling at the start of standing or falling, It acts as a resistance to standing or lodging before completion of standing or lodging. However, if it is possible to achieve the same action, a single fixed pulley 16 may be used as shown in FIG. Further, as shown in FIG. 7, a drum 32 may be employed instead of the fixed pulley 16.

また、上記実施例では、浮上確認点検用ウエイト24と動作確認点検用動滑車28を同一の吊下げ部13bに吊下げているが、両者24,28を異なる位置に吊下げるようにしてもよい。   In the above-described embodiment, the lifting confirmation inspection weight 24 and the operation confirmation inspection movable pulley 28 are suspended on the same suspension portion 13b. However, both the suspensions 24 and 28 may be suspended at different positions. .

また、前記止水膜20は、隣接する扉体13間を水密状に塞ぐことができるものであれば、伸縮性の有無など、その他の性質については特に限定されない。   Further, the water blocking film 20 is not particularly limited with respect to other properties, such as the presence or absence of stretchability, as long as it can block between adjacent door bodies 13 in a watertight manner.

11 陸上型フラップゲート
12 防潮堤
13 扉体
13a 支点
13b 吊下げ部
14 ロープ
16a,16b 固定滑車
17 カウンタウエイト
20 止水膜
24 浮上確認点検用ウエイト
28 動作確認点検用動滑車
29 ロープ
30 可動確認用固定滑車
31 ウインチ
DESCRIPTION OF SYMBOLS 11 Land type flap gate 12 Seawall 13 Door body 13a Support point 13b Suspension part 14 Rope 16a, 16b Fixed pulley 17 Counterweight 20 Water stop film 24 Lifting check inspection weight 28 Operation check check pulley 29 Rope 30 Fixed pulley 31 winch

Claims (3)

支点に対して先端が起立搖動する複数の扉体と、
カウンタウエイトと、
一端が前記扉体の後端部に取り付けられ、他端が前記カウンタウエイトに取り付けられたロープと、
前記扉体が起立途中又は倒伏途中に、前記カウンタウエイトが最下点に位置するように前記ロープを案内する固定滑車と、を備えたことを特徴とするフラップゲート。
A plurality of door bodies whose tips rise and swing with respect to the fulcrum;
Counterweight,
A rope having one end attached to the rear end of the door body and the other end attached to the counterweight;
A flap gate, comprising: a fixed pulley that guides the rope so that the counterweight is positioned at the lowest point while the door body is standing or lying down.
前記扉体の後端部に、起立開始の確認のためのウエイトの吊下げ部を備えたことを特徴とする請求項1に記載のフラップゲート。   The flap gate according to claim 1, further comprising a weight hanging portion for confirming start of standing at a rear end portion of the door body. 前記扉体の後端部に、倒伏状態と起立状態との間の動作確認のための動滑車の吊下げ部を設けるとともに、前記扉体の後端側下方に、前記扉体に吊下げた前記動滑車に巻き回したロープを案内する可動確認用固定滑車と、前記ロープの巻き取り用ウインチを配置したことを特徴とする請求項1又は2に記載のフラップゲート。   The rear end portion of the door body is provided with a hanging portion of a movable pulley for confirming the operation between the lying state and the standing state, and is hung on the door body below the rear end side of the door body. The flap gate according to claim 1 or 2, further comprising a movable confirmation fixed pulley for guiding a rope wound around the movable pulley, and a winch for winding the rope.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5343727U (en) * 1976-09-20 1978-04-14
JPS59140324U (en) * 1983-03-08 1984-09-19 溝田工業株式会社 Lodging weir for three-sided waterway
US20120148346A1 (en) * 2012-03-01 2012-06-14 Shahriar Eftekharzadeh Self-deploying floodwall
JP2012241449A (en) * 2011-05-20 2012-12-10 Hitachi Zosen Corp Floating body type flap gate

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5343727U (en) * 1976-09-20 1978-04-14
JPS59140324U (en) * 1983-03-08 1984-09-19 溝田工業株式会社 Lodging weir for three-sided waterway
JP2012241449A (en) * 2011-05-20 2012-12-10 Hitachi Zosen Corp Floating body type flap gate
US20140140770A1 (en) * 2011-05-20 2014-05-22 Hitachi Zosen Corporation Floating flap gate
US20120148346A1 (en) * 2012-03-01 2012-06-14 Shahriar Eftekharzadeh Self-deploying floodwall

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