JP5416292B1 - Float type water stop door - Google Patents

Float type water stop door Download PDF

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JP5416292B1
JP5416292B1 JP2013035374A JP2013035374A JP5416292B1 JP 5416292 B1 JP5416292 B1 JP 5416292B1 JP 2013035374 A JP2013035374 A JP 2013035374A JP 2013035374 A JP2013035374 A JP 2013035374A JP 5416292 B1 JP5416292 B1 JP 5416292B1
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water
stop door
water stop
float
buoyancy
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JP2014163124A (en
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純夫 斎藤
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阿見 純夫
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Abstract

【課題】水害を受ける可能性のある様々な施設の扉を、自然の力のみで必要な時に作動し水圧の影響を受けても止水扉がスムーズに作動する止水扉システムを提供する。
【解決手段】設置対象となる建築建造物の入り口前面下に設けた水槽Cと、ガイド柱2と、止水扉本体1と、該扉がガイド柱にそってスムーズに上下できるように配置されたベアリング又はローラー7から構成され、上部フロート5と下部フロート6の浮力、カウンターウエイト15の重量を的確に設定する事により、重量に制限されない必要な強度を確保した扉を使用する事ができ、水槽内に水が流入し水槽内の水位に応じて扉が上昇し止水する場合や、水槽外の水位に応じて扉が上昇ながら止水する場合など、止水扉の浮上開始水位を任意で設定し、どちらの場合も水位の上昇に合わせて扉も上昇し、水位が下がる事により扉も下降する。
【選択図】図5b
Provided is a water stop door system in which doors of various facilities that may be damaged by water are operated only by natural force when necessary, and the water stop door operates smoothly even under the influence of water pressure.
[MEANS FOR SOLVING PROBLEMS] A water tank (C) provided under the entrance front of a building to be installed, a guide column (2), a water stop main body (1), and the door are arranged so that the door can smoothly move up and down along the guide column. It is possible to use a door that has a required strength not limited by the weight by accurately setting the buoyancy of the upper float 5 and the lower float 6 and the weight of the counterweight 15. When the water flows into the tank and the door rises according to the water level in the tank and stops the water, or when the water stops while the door rises according to the water level outside the tank, the floating start water level of the water stop door is arbitrary. In both cases, the door rises as the water level rises, and the door descends when the water level falls.
[Selection] Figure 5b

Description

本発明は水害対策に関し、大雨や台風や津波による増水やその他の原因によって水が押し寄せてくる時に水が流入する可能性のある地下鉄や地下施設や地区など、様々な建築建造物の出入り口ないし通路などに設置し水が内部に流入することを無動力で人が操作する事無く自然作動で防ぎ、水圧の影響を受けてもスムーズに作動する止水扉システムに関する。   The present invention relates to measures against flood damage. Entrances and passages of various buildings such as subways, underground facilities, and districts where water may flow in when water is flooded due to heavy rain, typhoons, tsunami, or other causes. It is related to a water stop door system that prevents water from flowing into the interior without being operated by human power without being operated by a natural operation and operates smoothly even under the influence of water pressure.

また、近年の異常気象の影響による集中豪雨や台風などに対しても、都市部や市街地での地下施設や低い土地への水の流入に対しての設備がされていないところも多く現実に多くの被害、被害者が出ている。   In addition, there are many places where there are no facilities for inflow of water to underground facilities and low land in urban areas and urban areas in response to torrential rains and typhoons due to abnormal weather in recent years. The victims are out.

また、都市部は人口過密状態で地下施設が多く内陸地であっても集中豪雨や河川の氾濫など、水害発生時には避難活動が困難な施設がある。 Also, in urban areas, there are facilities that are difficult to evacuate in the event of floods, such as heavy rains and river flooding, even in densely populated areas with many underground facilities inland.

また、電力や動力を使用する止水扉の場合、停電時には作動ができない可能性があり、十分な能力を発揮することができない事も考えられ、手動に切り替えて作動させても緊急時には間に合わない場合や人命が危険にさらされることもあり、避難が困難な場合がある事を想定すると緊急避難所や避難用シェルター建設が必要などとも言われている。   In addition, in the case of a water stop door that uses electric power or power, it may not be able to operate in the event of a power failure, and it may not be able to demonstrate its full capacity. It is said that emergency shelters and shelters for evacuation need to be constructed, assuming that there are cases where human lives may be at risk and evacuation may be difficult.

また、水害が予想されている地域には移転することが困難な施設が多く建設されていて日常的に多くの人たちに利用されている状況であるため、何らかの予防対策が必要とされているが十分といえるものが数少ないのが現状である。   In addition, there are many facilities that are difficult to relocate in areas where flood damage is expected, and some people are taking preventive measures on a daily basis. There are few things that can be said to be sufficient.

また、浮力と地下格納式のいずれかを利用し止水するシステムがいくつか提案されている。(特許文献1、特許文献2、特許文献3、特許文献4)   Several systems have been proposed to stop water using either buoyancy or underground storage. (Patent Document 1, Patent Document 2, Patent Document 3, Patent Document 4)

また、従来の設備の場合、通常利用時に人や車両の出入りする事を考えると、止水扉には強度を確保する必要があり、止水扉の素材や構造について重量に制限があったり、人による操作を必要としたり停電時には作動困難であったり閉鎖にある程度の時間が必要である事や水圧の影響を受けるなど様々な課題がある。   In addition, in the case of conventional equipment, considering the entry and exit of people and vehicles during normal use, it is necessary to ensure the strength of the water stop door, there are weight restrictions on the material and structure of the water stop door, There are various problems such as requiring operation by humans, difficulty in operation in the event of a power failure, requiring a certain amount of time for closing, and being affected by water pressure.

特許公開2003ー147752号広報Patent Publication No. 2003-147752 特許公開2009ー041340号広報Patent Publication 2009-041340 特許公開2009ー041340号広報Patent Publication 2009-041340 登録実用新案 第3159512号広報Registered Utility Model No. 3159512

本発明は上記問題点に関して無動力で人による操作が必要なく、洪水や河川の氾濫や津波などの水害から地下鉄や地下施設や住居や通路など様々な建築建造物の内部又は内側の地区に水が流入することを自然作動により防ぎ、十分な強度を確保し、水圧の影響を受けてもスムーズに作動する止水扉の提供を図るものである。   The present invention is powerless with respect to the above problems and does not require human operation, and water is flooded into areas inside or inside various building structures such as subways, underground facilities, houses and passages from floods, flooding of rivers and tsunamis. Is prevented by natural operation, ensures sufficient strength, and provides a water stop door that operates smoothly even under the influence of water pressure.

本発明の、自然作動型のフロート式止水扉は水害から守ろうとする対象となる地下鉄や地下施設や地区など、様々な建築建造物や通路などの出入り口の前面の地表面より下に下水などへの排水機能を有した水槽を形成し、出入り口のカベ左右に上部を内側に傾斜させたガイド柱を設置し、その内側にシール部材を取り付け、左右のガイド柱の溝の間に左右対称にローラーを取り付け、下部又は上部又は上部と下部にフロートが取り付けられシール材設置面が平面に保たれた扉を設置し、必要な場合には、止水扉にワイヤを取り付け前記ガイド柱上部に滑車を設けて左右に吊るしたカウンターウエイトもしくはどちらか一方に吊るしたカウンターウエイトよって、水が流入し排水能力を超え水槽内の水位上昇した場合、フロートの浮力によって水位の上昇とともに扉が上昇しながら止水し水位が下降するとともに扉も下降し水槽内が排水されれば格納される手段をとる。   Naturally-operated float-type water stop doors of the present invention, such as subways and underground facilities and districts that are intended to protect against flood damage, sewage etc. below the ground surface in front of the entrances and exits of various buildings and passages A water tank with a drainage function is formed, guide pillars with the upper part tilted inward on the left and right sides of the entrance / exit, and a seal member is attached to the inside of the guide pillar. Install a roller, install a door with a float attached to the lower part or upper part or upper and lower part and keep the sealing material installation surface flat, and if necessary, attach a wire to the water stop door and pulley to the upper part of the guide pillar If the counterweight is suspended from the left or right and the counterweight is suspended on either side, the water flows in and exceeds the drainage capacity and the water level rises in the tank. Increase with and water stop with increased door water level position to take means also lowered the water tank door is stored if it is drained with lowered.

また、上部フロートと下部フロートとカウンターウエイトと内側に傾斜したガイド柱とローラーと抵抗板の役割を果たすステップ部を設置した止水扉により、重量級の止水扉が使用できて、速い流れの水が押し寄せて大きな水圧を受けても止水扉が傾斜している事で止水扉が受ける水流は上向きに転換しステップ部と上部フロートが水流を受けて止水扉を上昇させる力が発生し、止水扉が受ける水流の強さに応じて扉を押し上げる力も大きくなる事で水圧の影響を受けても安定して作動するので、水流を受けても止水扉は動作を停止する事なく止水しながら上昇下降する手段をとる。   In addition, the water stop door with the upper float, the lower float, the counterweight, the guide column inclined inward, the roller, and the step part that plays the role of the resistance plate can be used, so that a heavyweight water stop door can be used. Even if water is pushed in and receives a large water pressure, the water flow received by the water stop door is changed upward due to the inclination of the water stop door, and the step part and the upper float receive the water flow to generate a force that raises the water stop door However, the force that pushes up the door according to the strength of the water flow that the water stop door receives increases, so it operates stably even under the influence of water pressure. Take measures to ascend and descend without stopping the water.

また、下部フロートの浮力とカウンターウエイトの重量が止水扉の重量を支えて、止水扉上部のステップが水流を受ける抵抗板の役目を果たす事で、上部フロートの浮力と相乗して水位上昇速度に対する止水扉の上昇速度と高さを適正に保つことができる手段をとる。 In addition, the buoyancy of the lower float and the weight of the counterweight support the weight of the water stop door, and the step at the top of the water stop door acts as a resistance plate that receives water flow, so the water level rises in synergy with the buoyancy of the upper float Take measures to keep the rising speed and height of the water stop door to the speed properly.

また、想定される規模と種類の水害に合わせた設置形態と選択される浮上開始位置を上部フロートと下部フロートとカウンターウエイトの組み合わせで選択できる手段をとる。   In addition, a means for selecting an installation form suitable for an assumed scale and type of flood and a selected levitation start position by a combination of an upper float, a lower float, and a counterweight is adopted.

また、様々な場所や施設に設置できて耐用年数が長く維持費が安く、設置形態と設定が違っても基本構造が同一で比較的簡素な構造なため点検作業等が比較的容易で、破損するリスクも低くなり、部材点数が少ない事で制作コストも押さえられるため総合的効果と対費用効果を高める手段をとる。   In addition, it can be installed in various places and facilities, has a long service life and is low in maintenance costs, and even if the installation form and settings are different, the basic structure is the same and the structure is relatively simple, so inspection work etc. are relatively easy and breakage The measures to increase the overall effect and cost effectiveness are taken because the production cost can be reduced by reducing the number of parts and the number of parts.

本発明の、自然作動型のフロート式止水扉は水害から守ろうとする対象となる地下鉄や地下施設や地区など、様々な建築建造物や通路などの出入り口の前面の地表面より下に下水などへの排水機能を有した水槽を形成し、出入り口のカベ左右に上部を内側に傾斜させたガイド柱を設置し、その内側にシール部材を取り付け、左右のガイド柱の溝の間に左右対称にローラーを取り付け、下部又は上部又は上部と下部にフロートが取り付けられシール材設置面が平面に保たれた扉を設置し、必要な場合には、止水扉にワイヤを取り付け前記ガイド柱上部に滑車を設けて左右に吊るしたカウンターウエイトもしくはどちらか一方に吊るしたカウンターウエイトよ って、水が流入し排水能力を超え水槽内の水位上昇した場合、フロートの浮力によって水位の上昇とともに扉が上昇しながら止水し水位が下降するとともに扉も下降し水槽内が排水されれば格納される優れた効果を奏する。   Naturally-operated float-type water stop doors of the present invention, such as subways and underground facilities and districts that are intended to protect against flood damage, sewage etc. below the ground surface in front of the entrances and exits of various buildings and passages A water tank with a drainage function is formed, guide pillars with the upper part tilted inward on the left and right sides of the entrance / exit, and a seal member is attached to the inside of the guide pillar. Install a roller, install a door with a float attached to the lower part or upper part or upper and lower part and keep the sealing material installation surface flat, and if necessary, attach a wire to the water stop door and pulley to the upper part of the guide pillar If the counterweight is hung from the left or right with the counterweight suspended, or if the counterweight is hung on either side, the water level rises in the aquarium, exceeding the drainage capacity. An excellent effect that the door is also lowered in the water tank is stored if it is drained along with the door with increasing water level water stop and the water level is lowered with increase.

また、上部フロートと下部フロートとカウンターウエイトと内側に傾斜したガイド柱とローラーと抵抗板の役割を果たすステップ部を設置した止水扉により、重量級の止水扉が使用できて、速い流れの水が押し寄せて大きな水圧を受けても止水扉が傾斜している事で止水扉が受ける水流は上向きに転換しステップ部と上部フロートが水流を受けて止水扉を上昇させる力が発生し、止水扉が受ける水流の強さに応じて扉を押し上げる力も大きくなる事で水圧の影響を受けても安定して作動するので、水流を受けても止水扉は動作を停止する事なく止水しながら上昇下降する優れた効果を奏する。   In addition, the water stop door with the upper float, the lower float, the counterweight, the guide column inclined inward, the roller, and the step part that plays the role of the resistance plate can be used, so that a heavyweight water stop door can be used. Even if water is pushed in and receives a large water pressure, the water flow received by the water stop door is changed upward due to the inclination of the water stop door, and the step part and the upper float receive the water flow to generate a force that raises the water stop door However, the force that pushes up the door according to the strength of the water flow that the water stop door receives increases, so it operates stably even under the influence of water pressure. There is an excellent effect of rising and falling while stopping water.

また、下部フロートの浮力とカウンターウエイトの重量が止水扉の重量を支えて、止水扉上部のステップが水流を受ける抵抗板の役目を果たす事で、上部フロートの浮力と相乗して水位上昇速度に対する止水扉の上昇速度と高さを適正に保つ優れた効果を奏する。 In addition, the buoyancy of the lower float and the weight of the counterweight support the weight of the water stop door, and the step at the top of the water stop door acts as a resistance plate that receives water flow, so the water level rises in synergy with the buoyancy of the upper float There is an excellent effect of properly maintaining the rising speed and height of the water stop door with respect to speed.

また、想定される規模と種類の水害に合わせた設置形態と選択される浮上開始位置を上部フロートと下部フロートとカウンターウエイトの組み合わせで選択できる優れた効果を奏する。   In addition, there is an excellent effect that the installation form according to the assumed scale and type of flood damage and the selected levitation start position can be selected by a combination of the upper float, the lower float and the counterweight.

また、様々な場所や施設に設置できて耐用年数が長く維持費が安く、設置形態と設定が違っても基本構造が同一で比較的簡素な構造なため点検作業等が比較的容易で、破損するリスクも低くなり、部材点数が少ない事で制作コストも押さえられるため総合的効果と対費用効果を高める優れた効果を奏する。   In addition, it can be installed in various places and facilities, has a long service life and is low in maintenance costs, and even if the installation form and settings are different, the basic structure is the same and the structure is relatively simple, so inspection work etc. are relatively easy and breakage The production cost can be reduced because the number of parts is small, and the overall effect and the cost effectiveness are enhanced.

本発明の実施例1における止水扉本体が待機状態の右側面構造図FIG. 3 is a right side structural diagram of the water stop door body in the standby state according to the first embodiment of the present invention. 本発明の実施例1における止水扉本体が待機状態の正面構造図Front view of the water stop door body in the standby state in the first embodiment of the present invention 本発明の実施例1における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Embodiment 1 of the present invention 本発明の実施例1における上昇状態にある正面構造図Front structural view in a raised state in Embodiment 1 of the present invention 本発明の実施例2における止水扉本体が待機状態の右側面構造図Right side structure diagram of water stop door body in embodiment 2 of the present invention in standby state 本発明の実施例2における止水扉本体が待機状態の正面構造図Front structure diagram of water stop door body in standby state in embodiment 2 of the present invention 本発明の実施例2における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Embodiment 2 of the present invention 本発明の実施例3における止水扉本体が待機状態の右側面構造図The right-side structure figure of the water stop door main body in Example 3 of this invention in a standby state 本発明の実施例3における止水扉本体が待機状態の正面構造図Front structural view of water stop door body in standby state in Embodiment 3 of the present invention 本発明の実施例3における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Embodiment 3 of the present invention 本発明の実施例3における上昇状態にある正面構造図Front structural view in the ascending state in Embodiment 3 of the present invention 本発明の実施例4における止水扉本体が待機状態の右側面構造図Right side structure diagram of water stop door body in standby state in Example 4 of the present invention 本発明の実施例4における止水扉本体が待機状態の正面構造図Front structural view of water stop door body in standby state in Embodiment 4 of the present invention 本発明の実施例4における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Embodiment 4 of the present invention 本発明の実施例5における止水扉本体が待機状態の右側面構造図Right side structure diagram of water stop door body in standby state in embodiment 5 of the present invention 本発明の実施例5における止水扉本体が待機状態の正面構造図Front structure diagram of water stop door main body in standby state in embodiment 5 of the present invention 本発明の実施例5における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Embodiment 5 of the present invention 本発明の実施例5における上昇状態にある正面構造図Front structural view in a raised state in the fifth embodiment of the present invention 本発明の実施例6における止水扉本体が待機状態の右側面構造図The right-side structure figure of the water stop door main body in Example 6 of this invention in a standby state 本発明の実施例6における止水扉本体が待機状態の正面構造図Front structure diagram of water stop door body in standby state according to embodiment 6 of the present invention 本発明の実施例6における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Example 6 of the present invention 本発明の実施例7における止水扉本体が待機状態の右側面構造図The right side structure figure of the water stop door main part in Example 7 of this invention in a standby state 本発明の実施例7における止水扉本体が待機状態の正面構造図Front structure diagram of water stop door body in standby state according to embodiment 7 of the present invention 本発明の実施例7における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Example 7 of the present invention 本発明の実施例7における上昇状態にある正面構造図Front structural view in a raised state in the seventh embodiment of the present invention 本発明の実施例8における止水扉本体が待機状態の右側面構造図Right side structure diagram of water stop door main body in standby state in Example 8 of the present invention 本発明の実施例8における止水扉本体が待機状態の正面構造図Front structure diagram of water stop door main body in standby state in embodiment 8 of the present invention 本発明の実施例8における上昇状態にある右側面構造図Structure of the right side surface in the raised state in Example 8 of the present invention 止水扉本体の右側面構造図Right side structure diagram of water stop door body シール部材の正側面図Front side view of seal member ガイド柱と水槽の右側面構造図Right side structure diagram of guide pillar and aquarium 止水扉本体が格納した状態の上面構造図Top view of the structure with the waterstop body retracted カウンターウエイトを使用した止水扉本体が格納した状態の拡大正面構造図Enlarged front structural view of the water stop door body with counterweight retracted 補助設備及び装置の設置例の右側面拡大構造図Expansion diagram of the right side of the installation example of auxiliary equipment and equipment

本発明を実施するための形態について、基本構造を同じくした8実施例の実施形態と設定実施方法を図面を参照し詳細に説明する。   With regard to the mode for carrying out the present invention, an embodiment of 8 examples and a setting execution method having the same basic structure will be described in detail with reference to the drawings.

実施例1を、図1aと図1bと図1cと図1dを用いて詳細に説明する。
図1aと図1bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し図a1と図1bのいずれかの浮上開始位置1F1以上の水位で上部フロート5によって止水扉本体1は止水しながら水位と共に上昇下降することで施設内部Aを水が侵入する事から守り、水位上昇速度が遅い場合や上昇水位が低い場合や完全に閉鎖する事を必要としない施設への設置や水位上昇中に避難者等が出入りする事を想定し使用される。
Example 1 will be described in detail with reference to FIGS. 1a, 1b, 1c, and 1d.
1a and 1b is stored in the water tank C so that the upper surface of the step portion 3 installed at the upper part of the water stop door main body 1 is the same height as the ground surface E. The drainage hole D normally drains, but the drainage capacity exceeds the drainage capacity, the water level in the water tank C rises, and the water stop door body by the upper float 5 at the water level above the floating start position 1F1 in either one of FIGS. No. 1 protects the inside of the facility A from entering the water by rising and lowering with the water level while stopping the water, and when the water level rising speed is slow or the rising water level is low or does not need to be completely closed It is used on the assumption that evacuees go in and out during installation and water level rise.

また、図1aと図1cの止水扉本体1が水圧を受けても正常に作動する事に関して、上部フロート5の浮力により止水扉本体1が上昇下降する動作をメインガイドローラー7a7bと横方向ガイドローラー8a8bが図1aと図1cのいずれかの施設側壁Bに沿って形成する傾斜した左右のガイド柱2の間で転がりながら行う事で、水圧が止水扉本体1を押し付ける力はメインガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9の回転運動により回転摩擦に転換され大部分が消化される事で水圧により止水扉本体1を押し付ける力は大幅に軽減され、止水扉本体1の上昇下降運動の際のシール部材4aとの間に生じる比較的小さな摩擦抵抗が主な摩擦抵抗として残り、システム全体として水圧の影響を最小限に押さえる構造で、補助ローラー9は水圧により止水扉本体1が歪み図1bのシール部材4aと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4aの間に生じる摩擦抵抗の増加による止水扉本体1の上昇下降運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   In addition, regarding the normal operation of the water stop door body 1 of FIGS. 1a and 1c even when subjected to water pressure, the operation of the water stop door body 1 rising and lowering by the buoyancy of the upper float 5 and the main guide roller 7a7b in the lateral direction When the guide roller 8a8b rolls between the inclined left and right guide pillars 2 formed along the facility side wall B in either of FIG. 1a and FIG. 1c, the force with which the water pressure presses the water stop door body 1 is the main guide. The rotational force of the roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 is converted into rotational friction and most of it is digested, so that the force for pressing the waterstop door body 1 by water pressure is greatly reduced, and the waterstop door body 1 Relatively small frictional resistance generated with the seal member 4a during the upward / downward movement of the cylinder remains as the main frictional resistance, minimizing the influence of water pressure as a whole system With the structure, the auxiliary roller 9 is distorted by the water pressure and the water stop door body 1 is excessively closely contacted with the seal member 4a in FIG. 1b to prevent damage to each part due to the water pressure of the water stop door body 1 being distorted. A structure in which the auxiliary roller 9 has a wide surface in contact with the water stop door main body 1 so as not to prevent the rising and lowering movement of the water stop door main body 1 due to an increase in frictional resistance generated between the seal member 4a and the seal member 4a. Install at the required location.

また、図1aと図1cの傾斜したガイド柱2により止水扉本体1も傾斜して上下に移動する構造で止水扉本体1上部に設置されたステップ部3は上部フロート5の取り付け部となっていて抵抗板の役割も果たす事で、止水扉本体1の正面が受ける図1cの水流1Jの力は傾斜により水流2Kの方向に働きステップ部3が水流2Kの抵抗を受けて止水扉本体1を押し上げるために、上部フロート5と相乗して止水扉本体1をより安定して上昇させ、止水扉本体1を上昇させる水流2Kの力は水流1Jの力の大きさに応じて大きくなるので、水面1Haの上昇下降する速度に対しての止水扉本体1の反応速度と高さが常に最適に保たれ、止水扉本体1は最高上昇位置のストッパー22まで上昇しステップ部3を下回る水位まで防ぐことができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図1aと図1bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっている。   Further, the stepped portion 3 installed on the upper part of the water stop door main body 1 with the structure in which the water stop door main body 1 is also inclined and moved up and down by the inclined guide pillar 2 of FIGS. 1 a and 1 c is an attachment portion of the upper float 5. By acting as a resistance plate, the force of the water flow 1J in FIG. 1c received by the front surface of the water stop door body 1 acts in the direction of the water flow 2K due to the inclination, and the step part 3 receives the resistance of the water flow 2K to stop the water. In order to push up the door body 1, the power of the water flow 2K that raises the water stop door body 1 more stably in synergy with the upper float 5 and raises the water stop door body 1 depends on the magnitude of the force of the water flow 1J. Accordingly, the reaction speed and height of the still water main body 1 with respect to the rising and lowering speed of the water surface 1Ha are always kept optimal, and the water stopping door main body 1 is raised to the stopper 22 at the highest rising position. Can prevent water levels below part 3 and stop The door body 1 and the step part 3 have a structure that can withstand the weight of a vehicle or a person who passes through the facility or the person without any trouble during normal use of the facility. 1b is supported by the lower stopper 21 so that the lower float 6 is not damaged.

また、0023と0024の効果を総合する事で水圧による抵抗の大部分は消化されて図1cと図1dの止水扉本体1とシール部材4aが接触する面積で生じる比較的軽い摩擦抵抗が主な抵抗となるので水圧による止水扉本体1の動きを妨げる抵抗が増加する事を防ぎ、下部フロート6の浮力で止水扉本体1の重量を支える事で待機状態の止水扉本体1は浮上開始位置1F1以上の水位で上部フロート5の浮力で容易に浮上する。   Also, by combining the effects of 0023 and 0024, most of the resistance due to water pressure is digested, and the relatively low frictional resistance generated in the area where the water stop door body 1 and the seal member 4a in FIGS. The resistance of the water stop door body 1 due to water pressure is prevented from increasing, and the weight of the water stop door body 1 is supported by the buoyancy of the lower float 6 so that the water stop door body 1 in the standby state is It floats easily with the buoyancy of the upper float 5 at the water level above the floating start position 1F1.

また、図1cと図1dの水槽C内の水が排水孔Dや外部動力などで排水されれば水面1Haの降下と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 1c and FIG. 1d is drained by the drain hole D, external power, etc., the water stop door main body 1 will be stored, descending with the fall of the water surface 1Ha.

また、実施例1における図1aと図1bと図1cと図1dの上部フロート5と下部フロート6の浮力の設定は、止水扉本体1と付随する各部材が浮上開始位置F1よりも下部が水中にある場合の重量と浮上開始位置F1よりも上部の重量の合計が同等よりも下回る最大浮力以下で下部フロート6によって浮上待機状態の止水扉本体1と付随する各部材の重量を支える為に必要な浮力を設定し、上部フロート5の浮力は残りの重量と止水扉本体1とシール部材4aの摩擦抵抗を上回る浮力と被災状況や施設の使用環境を想定した安全マージンを確保した止水扉本体1を浮上させるための浮力を設定する。   In addition, in the first embodiment, the buoyancy of the upper float 5 and the lower float 6 in FIGS. 1a, 1b, 1c, and 1d is set so that the water stop door body 1 and the associated members are lower than the floating start position F1. In order to support the weight of the stationary door main body 1 in the standby state and the associated members by the lower float 6 below the maximum buoyancy in which the sum of the weight in the water and the weight above the floating start position F1 is less than the equivalent The buoyancy of the upper float 5 is set so that the buoyancy of the upper float 5 exceeds the remaining weight, the buoyancy exceeding the frictional resistance of the waterproof door body 1 and the seal member 4a, and the safety margin assuming the disaster situation and the usage environment of the facility. The buoyancy for raising the water door body 1 is set.

実施例2を、図2aと図2bと図2cを用いて詳細に説明する。
図2aと図2bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し図2aと図2bのいずれかの浮上開始位置2F2を超える水位で下部フロート6によって止水扉本体1を浮上させて、水槽Cが満水になる前に完全に浮上する事で施設内部Aを水害から守り、水位上昇速度が速くて短時間で大量の水が押し寄せてくる事を想定し、完全に閉鎖する事を必要としない施設へ使用され、浮上待機状態の止水扉本体1は、浮上開始位置2F2以上の水位で下部フロート6の浮力で容易に浮上する。
Example 2 will be described in detail with reference to FIGS. 2a, 2b and 2c.
2a and 2b are stored in the water tank C so that the upper surface of the step portion 3 installed at the upper part of the water stop door body 1 is the same height as the ground surface E. The drainage hole D normally drains the water, but the water level in the tank C rises above the drainage capacity, and the water stop door body by the lower float 6 at the water level that exceeds the floating start position 2F2 in either FIG. 2a or 2b. Assuming that a large amount of water is rushed in a short time because the water level rises quickly and the inside of the facility A is protected from flooding by raising the water tank 1 and raising it completely before the tank C is full. The water stop door body 1 that is used in a facility that does not need to be closed and that is in a standby state for floating easily rises by the buoyancy of the lower float 6 at a water level above the floating start position 2F2.

また、図2cの水槽Cに水が流入した時には止水扉本体1は水槽Cの水位Hbの高さに応じて上昇しているので、図2aのガイド柱2と止水扉本体1が傾斜する事の目的はメインガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9を安定してガイド柱2と接触させ、止水扉本体1の浮上時のガタつきを押さえシール部材4aと止水扉本体1を常に密着させる事とガイド柱2を垂直に形成する事よりもより安定させスムーズに作動させる事と、予想以上速さでの大水量の水が押し寄せてきた時に図2cのステップ部3が浮上開始位置2F2を超えた水流を受けても上部フロート5と相乗して上昇方向へ押し上げるため止水扉本体1が受ける水圧により抵抗が増加する事を防ぎ、止水扉本体1は最高上昇位置のストッパー22まで上昇しステップ部3を下回る水位まで防ぐことができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図2aと図2bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっていて、補助ローラー9は水圧により止水扉本体1が歪み、図2bのシール部材4aと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4aの間に生じる摩擦抵抗の増加による止水扉本体1の上昇運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   Further, when water flows into the water tank C of FIG. 2c, the water stop door body 1 rises according to the height of the water level Hb of the water tank C, so that the guide column 2 and the water stop door body 1 of FIG. The purpose of this is to stably bring the main guide roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 into contact with the guide column 2 to suppress the play when the waterstop door body 1 floats, and the seal member 4a and the waterstop door. Step 3 in FIG. 2c when the main body 1 is always in close contact, the guide column 2 is more stably and smoothly operated than when it is vertically formed, and a large amount of water is rushed more quickly than expected. Even if it receives a water flow that exceeds the floating start position 2F2, it is pushed up in the upward direction in synergy with the upper float 5, preventing the resistance from increasing due to the water pressure received by the water stop door body 1, and the water stop door body 1 rising highest Position stopper The water stop door body 1 and the step portion 3 can be prevented from reaching the water level below the step portion 3 and the weight of the vehicle and the person passing through the vehicle and the person without any trouble during normal use of the facility. The waterproof door body 1 is supported by the lower stopper 21 in FIGS. 2a and 2b so that the lower float 6 is not damaged during storage, and the auxiliary roller 9 is stopped by water pressure. The main body 1 is distorted and excessively closely contacts with the seal member 4a in FIG. 2b to prevent breakage of each part due to distortion of the water stop door main body 1 due to water pressure, and the frictional resistance generated between the water stop door main body 1 and the seal member 4a. The auxiliary roller 9 is installed at a required location with a structure having a wide width in contact with the water stop door main body 1 so as not to hinder the upward movement of the water stop door main body 1 due to the increase of the water.

また、図2cの水槽C内の水が排水孔Dや外部動力などで排水されれば水面2Hbの降下と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 2c is drained by the drain hole D, external power, etc., the water stop main body 1 will be stored, descending with the fall of the water surface 2Hb.

また、実施例2における図2aと図2bと図2cの上部フロート5と下部フロート6の浮力の設定は、付属部材を全て取り付けた状態の止水扉本体1の全重量の合計重量と同等の浮力に、止水扉本体1が上昇下降する際のシール部材4aとの間に生じる摩擦抵抗による浮力の喪失分と余剰浮力として被災状況を想定した安全マージンを確保した止水扉本体1を浮上させるための浮力を加えた合計を設定し、上部フロート5は予備のフロートとして下部フロート6と同等の浮力に設定するか、使用しないかのいずれかとする。   Moreover, the setting of the buoyancy of the upper float 5 and the lower float 6 in FIGS. 2a, 2b, and 2c in Example 2 is equivalent to the total weight of the total weight of the water blocking door body 1 with all the attached members attached. Buoyancy lifts the water stop door body 1 with a safety margin that assumes a disaster situation as surplus buoyancy and surplus buoyancy due to frictional resistance generated between the water stop door body 1 and the sealing member 4a when the water stop door body 1 moves up and down. The sum total of the buoyancy is set, and the upper float 5 is set to a buoyancy equivalent to the lower float 6 as a spare float or is not used.

実施例3を図3aと図3bと図3cと図3dを用いて詳細に説明する。
図3aと図3bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し図3aと図3bのいずれかの浮上開始位置1F1以上の水位で上部フロート5によって止水扉本体1は止水しながら水位と共に上昇下降し、図3cの施設入り口の最高部B1を超える図3cと図3dの水位3Hcでも施設内部Aを水害から守り、水没や相当の水位上昇が想定される場合に使用される。
Example 3 will be described in detail with reference to FIGS. 3a, 3b, 3c, and 3d.
3a and 3b is stored in the water tank C so that the upper surface of the step part 3 installed on the upper part of the water stop door body 1 is the same height as the ground surface E. Although the water is normally drained by the drainage hole D, the water level in the water tank C exceeds the drainage capacity and rises to the floating start position 1F1 or higher in any one of FIGS. 3a and 3b. 1 rises and falls with the water level while stopping the water, and the water level 3Hc in FIGS. 3c and 3d exceeding the highest part B1 of the facility entrance in FIG. Used when.

また、図3cと図3dの止水扉本体1が水圧を受けても正常に作動する事に関して、上部フロート5の浮力により止水扉本体1が上昇下降する動作をメインガイドローラー7a7bと横方向ガイドローラー8a8bが図3aと図3cのいずれかの施設側壁Bに沿って形成する傾斜した左右のガイド柱2の間で転がりながら行う事で、水圧が止水扉本体1を押し付ける力はメインガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9の回転運動により回転摩擦に転換され大部分が消化される事で水圧により止水扉本体1を押し付ける力は大幅に軽減され、止水扉本体1の上昇下降運動の際のシール部材4bとの比較的小さな摩擦抵抗が主な摩擦抵抗として残り、システム全体として水圧の影響を最小限に押さえる構造で、補助ローラー9は水圧により止水扉本体1が歪み、図3bのシール部材4bと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4bの間に生じる摩擦抵抗の増加による止水扉本体1の上昇下降運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   Further, regarding the normal operation of the water stop door body 1 shown in FIGS. 3c and 3d even when subjected to water pressure, the operation of the water stop door body 1 ascending and descending due to the buoyancy of the upper float 5 is compared with the main guide roller 7a7b. When the guide roller 8a8b rolls between the right and left guide pillars 2 formed along the facility side wall B in either of FIGS. 3a and 3c, the force that the water pressure presses the water stop door body 1 is the main guide. The rotational force of the roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 is converted into rotational friction and most of it is digested, so that the force for pressing the waterstop door body 1 by water pressure is greatly reduced, and the waterstop door body 1 With a structure in which a relatively small frictional resistance with the seal member 4b during the upward / downward movement remains as a main frictional resistance, and the influence of water pressure is minimized as a whole system, The auxiliary roller 9 is distorted by the water pressure, and the water stop door body 1 is distorted. The auxiliary roller 9 is in close contact with the seal member 4b of FIG. The auxiliary roller 9 is installed in order to prevent the rising and lowering movement of the water stop door body 1 due to an increase in frictional resistance generated between the seal members 4b, and the auxiliary roller 9 is required to have a structure with a wide width in contact with the water stop door body 1. Install in the place.

また、図3aと図3cの傾斜したガイド柱2により止水扉本体1も傾斜して上下に移動する構造で止水扉本体1上部に設置されたステップ部3は上部フロート5の取り付け部となっていて抵抗板の役割も果たす事で、止水扉本体1が受ける図3cの水流1Jの力は傾斜により水流2Kの方向に働きステップ部3が水流2Kの抵抗を受けて止水扉本体1を押し上げるために、上部フロート5と相乗して止水扉本体1をより安定して上昇させ、止水扉本体1を上昇させる水流2Kの力は水流1Jの力の大きさに応じて大きくなるので、水面1Haの上昇下降する速度に対しての止水扉本体1の反応速度と高さが常に最適に保たれ止水扉本体1の最高上昇位置となる上部ストッパー22まで上昇し、図3cの止水扉本体1とシール部材4bによって施設入り口の最高部B1までを密閉し完全に止水する事で、図3cと図3dの止水扉本体1の上昇高の限界を超える水位3Hcの様に施設屋根部19を超える高水位の状況でも水の浸入を防ぎ、施設入り口を密閉し完全に止水する事で施設内部Aを守ることができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図3aと図3bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっている。   Further, the stepped portion 3 installed at the upper part of the water stop door body 1 is structured so that the water stop door body 1 is also inclined and moved up and down by the inclined guide pillar 2 of FIGS. By acting as a resistance plate, the water flow 1J in FIG. 3c received by the water stop main body 1 acts in the direction of the water flow 2K due to the inclination, and the step part 3 receives the resistance of the water flow 2K and the water stop door main body. In order to push up 1, the water stop door body 1 is raised more stably in synergy with the upper float 5, and the force of the water flow 2K that raises the water stop door body 1 is increased according to the magnitude of the force of the water flow 1J. Therefore, the reaction speed and height of the water stop door body 1 with respect to the rising and lowering speed of the water surface 1Ha are always kept optimal, and the water stop door body 1 rises to the upper stopper 22 which is the highest rise position. By the water stop main body 1 and the sealing member 4b of 3c By sealing up to the highest part B1 of the entrance and completely stopping the water, the water level exceeding the limit of the rising height of the water stopping door body 1 in FIGS. Even in the situation, the ingress of water can be prevented and the facility entrance A can be protected by sealing the facility entrance and shutting off completely. The waterproof door body 1 is supported by the lower stopper 21 shown in FIGS. 3a and 3b so that the lower float 6 is not damaged during storage. It has become.

また、0033と0034の効果を総合する事で水圧による抵抗の大部分は消化されて図3cと図3dの止水扉本体1とシール部材4bが接触する面積で生じる比較的軽い摩擦抵抗が主な抵抗となるので水圧による止水扉本体1の動きを妨げる抵抗が増加する事を防ぎ、下部フロート6の浮力で止水扉本体1の重量を支える事で待機状態の止水扉本体1は浮上開始位置1F1以上の水位で上部フロート5の浮力で容易に浮上する。   Also, by combining the effects of 0033 and 0034, most of the resistance due to water pressure is digested, and a relatively light frictional resistance generated in the area where the water stop door body 1 and the seal member 4b in FIGS. The resistance of the water stop door body 1 due to water pressure is prevented from increasing, and the weight of the water stop door body 1 is supported by the buoyancy of the lower float 6 so that the water stop door body 1 in the standby state is It floats easily with the buoyancy of the upper float 5 at the water level above the floating start position 1F1.

また、図3cと図3dの水槽C内の水が排水孔Dや外部動力などで排水されれば水面1Haの下降と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 3c and FIG. 3d is drained with the drainage hole D, external power, etc., the water stop door main body 1 will be stored, descending with the fall of the water surface 1Ha.

また、実施例3における図3aと図3bと図3cと図3dの上部フロート5と下部フロート6の浮力の設定は、止水扉本体1と付随する各部材が浮上開始位置1F1よりも下部が水中にある場合の重量と浮上開始位置1F1よりも上部の重量の合計が同等よりも下回る最大浮力以下で下部フロート6によって浮上待機状態の止水扉本体1と付随する各部材の重量を支える為に必要な浮力を設定し、上部フロート5の浮力は残りの重量と止水扉本体1とシール部材4bの摩擦抵抗を上回る浮力と被災状況や施設の使用環境を想定した安全マージンを確保した止水扉本体1を浮上させるための浮力を設定する。   Further, in the third embodiment, the buoyancy of the upper float 5 and the lower float 6 in FIGS. 3a, 3b, 3c, and 3d is set so that the water stop door body 1 and the associated members are located below the floating start position 1F1. In order to support the weight of the stationary door main body 1 and the associated members by the lower float 6 below the maximum buoyancy in which the sum of the weight in the water and the weight above the levitation start position 1F1 is less than or equal to the equivalent. The buoyancy of the upper float 5 is set so that the buoyancy of the upper float 5 exceeds the remaining weight, the buoyancy exceeding the frictional resistance of the waterproof door body 1 and the seal member 4b, and a safety margin that assumes the disaster situation and the usage environment of the facility. The buoyancy for raising the water door body 1 is set.

実施例4を、図4aと図4bと図4cを用いて詳細に説明する。
図4aと図4bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し浮上開始位置2F2を超える水位で下部フロート6によって止水扉本体1を浮上させて、水槽Cが満水になる前に完全に閉鎖する事で施設内部Aを水害から守り、迅速に閉鎖する事で水位上昇速度が速くて短時間で大量の水が押し寄せてくる事や、水没や相当の水位上昇に対応し、浮上待機状態の止水扉本体1は、浮上開始位置2F2以上の水位で下部フロート6の浮力で容易に浮上する。
Example 4 will be described in detail with reference to FIGS. 4a, 4b, and 4c.
4a and 4b are stored in the water tank C so that the upper surface of the step part 3 installed on the upper part of the water stop body 1 is the same height as the ground surface E. The drainage hole D normally drains, but the water level in the water tank C rises above the drainage capacity and rises above the rising start position 2F2, and the waterstop door body 1 is lifted by the lower float 6 so that the water tank C By completely closing the facility A before it becomes full, the inside of the facility A is protected from water damage. By quickly closing the facility, the water level rises quickly, and a large amount of water comes in a short time. In response to the above, the still water main body 1 in the standby state is easily floated by the buoyancy of the lower float 6 at the water level above the floating start position 2F2.

また、図4cの水槽Cに水が流入した時には止水扉本体1は水槽Cの水位Hbの高さに応じて上昇しているので、図4aと図4cのガイド柱2と止水扉本体1傾斜する事の目的はガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9を安定してガイド柱2と接触させ、止水扉本体1の浮上時のガタつきを押さえシール部材4bと止水扉本体1を常に密着させる事とガイド柱2を垂直にする事よりもより安定させスムーズに作動させる事と、予想以上速さでの大水量の水が押し寄せてきた時に図4cのステップ部3が浮上開始位置2F2を超えた水流を受けて上部フロート5と相乗して上昇方向へ押し上げるため止水扉本体1が受ける水圧により抵抗が増加する事を防ぎ止水扉本体1の最高上昇位置となる上部ストッパー22まで上昇し、止水扉本体1とシール部材4bによって施設入り口の最高部B1までを密閉し完全に止水する事で、止水扉本体1の上昇高の限界を超える水位3Hcの様に施設屋根部19を超える高水位の状況でも水の浸入を防ぎ、施設入り口を密閉し完全に止水する事で施設内部Aを守ることができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図4aと図4bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっていて、補助ローラー9は水圧により止水扉本体1が歪み図4bのシール部材4bと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4bの間に生じる摩擦抵抗の増加による止水扉本体1の上昇運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   Further, when water flows into the water tank C of FIG. 4c, the water stop door body 1 rises in accordance with the height of the water level Hb of the water tank C. Therefore, the guide pillar 2 and the water stop door body of FIGS. 4a and 4c. The purpose of inclining 1 is to stably bring the guide roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 into contact with the guide pillar 2 to suppress the play when the waterstop door body 1 floats, and to seal the seal member 4b and the waterstop. Step 3 in FIG. 4c when the door body 1 is always kept in close contact with the guide column 2 and the guide column 2 is more stable and smoothly operated, and when a large amount of water is rushing faster than expected. In response to the water flow exceeding the rising start position 2F2, it is pushed up in the ascending direction in synergy with the upper float 5 to prevent the resistance from increasing due to the water pressure received by the water stopping door body 1 and the highest rising position of the water stopping door body 1. Upper stopper to be As the water level 3Hc exceeds the limit of the rising height of the water stop door body 1, the water stop door body 1 and the sealing member 4b are sealed up to the highest part B1 of the facility entrance and completely stopped. Even in situations where the water level exceeds the roof 19 of the facility, water can be prevented from entering, and the facility entrance A can be protected by sealing the facility entrance and completely shutting off the water. It is structured to be able to withstand the weight of a vehicle or a person who passes through the vehicle or person without any trouble during normal use, and the water stop door body 1 is supported by the lower stopper 21 in FIGS. 4a and 4b during storage. The lower float 6 is not damaged, and the auxiliary roller 9 is distorted by the water pressure due to the water pressure, and the sealing door body 1 is excessively closely attached to the seal member 4b of FIG. Preventing breakage and waterstop body 1 The auxiliary roller 9 is installed so as not to hinder the upward movement of the water stop door body 1 due to an increase in frictional resistance generated between the seal members 4b, and the auxiliary roller 9 has a structure with a wide width in contact with the water stop door body 1 and a necessary portion. Install in.

また、図4cの水槽C内の水が排水孔Dや外部動力などで排水されれば水面2Hbの下降と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 4c is drained by the drainage hole D, external power, etc., the water stop main body 1 will be stored, descending with the fall of the water surface 2Hb.

また、実施例4における図4aと図4bと図4cの上部フロート5と下部フロート6の浮力の設定は、付属部材を全て取り付けた状態の止水扉本体1の全重量の合計重量と同等の浮力に、止水扉本体1が上昇下降する際のシール部材4bとの間に生じる摩擦抵抗による浮力の喪失分と余剰浮力として被災状況を想定した安全マージンを確保した止水扉本体1を浮上させるための浮力を加えた合計を設定し、上部フロート5は予備のフロートとして下部フロート6と同等の浮力に設定するか、使用しないかのいずれかとする。   Moreover, the setting of the buoyancy of the upper float 5 and the lower float 6 in FIGS. 4a, 4b, and 4c in Example 4 is equivalent to the total weight of the total weight of the water blocking door body 1 with all the attached members attached. The water stop door body 1 is secured with a buoyancy and a safety margin that assumes a disaster situation as surplus buoyancy due to the loss of buoyancy due to frictional resistance generated between the water stop door body 1 and the seal member 4b when the water stop door body 1 moves up and down The sum total of the buoyancy is set, and the upper float 5 is set to a buoyancy equivalent to the lower float 6 as a spare float or is not used.

実施例5を、図5aと図5bと図5cと図5dを用いて詳細に説明する。
図5aと図5bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し浮上開始位置1F1以上の水位で上部フロート5によって止水扉本体1は止水しながら水位と共に上昇下降することで施設内部Aを水害から守り、重量扉を必要とし水位上昇速度が遅い場合や上昇水位が低い場合や完全に閉鎖する事を必要としない施設への設置や水位上昇中に避難者等が出入りする事を想定し使用される。
Example 5 will be described in detail with reference to FIGS. 5a, 5b, 5c, and 5d.
5a and 5b is stored in the water tank C so that the upper surface of the step part 3 installed on the upper part of the water stop door body 1 is at the same height as the ground surface E. The drainage hole D normally drains, but the drainage capacity exceeds the drainage capacity, the water level in the water tank C rises, and the water stop door body 1 rises with the water level while the water is stopped by the upper float 5 at the water level above the floating start position 1F1. By descending, the inside of the facility A is protected from water damage, and a heavy door is required, and if the water level rise speed is slow, the rising water level is low, or the facility is not required to be completely closed, the evacuees are being installed It is used assuming that etc. come in and out.

また、図5cと図5dの止水扉本体1が水圧を受けても正常に作動する事に関して、上部フロート5の浮力により止水扉本体1が上昇下降する動作をメインガイドローラー7a7bと横方向ガイドローラー8a8bが図5aと図5cのいずれかの施設側壁Bに沿って形成する傾斜した左右のガイド柱2の間で転がりながら行う事で、水圧が止水扉本体1を押し付ける力はメインガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9の回転運動により回転摩擦に転換され大部分が消化される事で水圧により止水扉本体1を押し付ける力は大幅に軽減され、止水扉本体1の上昇下降運動の際のシール部材4aとの比較的小さな摩擦抵抗が主な摩擦抵抗として残り、システム全体として水圧の影響を最小限に押さえる構造で、補助ローラー9は水圧により止水扉本体1が歪み、図5bのシール部材4aと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4aの間に生じる摩擦抵抗の増加による止水扉本体1の上昇下降運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   Further, regarding the normal operation of the water stop door body 1 shown in FIGS. 5c and 5d even when subjected to water pressure, the operation of the water stop door body 1 rising and lowering due to the buoyancy of the upper float 5 and the main guide roller 7a7b in the lateral direction. When the guide roller 8a8b rolls between the inclined right and left guide pillars 2 formed along the facility side wall B in either of FIG. 5a and FIG. 5c, the force with which the water pressure presses the water stop door body 1 is the main guide. The rotational force of the roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 is converted into rotational friction and most of it is digested, so that the force for pressing the waterstop door body 1 by water pressure is greatly reduced, and the waterstop door body 1 With a structure in which a relatively small frictional resistance with the seal member 4a during the ascending / descending movement remains as a main frictional resistance, and the influence of water pressure is minimized as a whole system, The auxiliary roller 9 is distorted by the water pressure and the water stop door main body 1 is distorted. The auxiliary roller 9 is in close contact with the seal member 4a of FIG. The auxiliary roller 9 is installed in order to prevent the rising and lowering movement of the water stop door body 1 due to an increase in frictional resistance generated between the seal members 4a, and the auxiliary roller 9 is required to have a structure with a wide width in contact with the water stop door body 1. Install in the place.

また、図5aと図5cの傾斜したガイド柱2により止水扉本体1も傾斜して上下に移動する構造で止水扉本体1上部に設置されたステップ部3は上部フロート5の取り付け部となっていて抵抗板の役割も果たす事で、止水扉本体1が受ける図5cの水流1Jの力は傾斜により水流2Kの方向に働きステップ部3が水流2Kの抵抗を受けて止水扉本体1を押し上げるために、上部フロート5と相乗して止水扉本体1をより安定して上昇させ、止水扉本体1は最高上昇位置のストッパー22まで上昇しステップ部3を下回る水位まで防ぐことができ、止水扉本体1を上昇させる水流2Kの力は水流1Jの力の大きさに応じて大きくなるので、水面1Haの上昇下降する速度に対して止水扉本体1の反応速度と高さが常に最適に保たれ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図5aと図5bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっている。   5a and 5c is a structure in which the waterstop door body 1 is also inclined and moved up and down by the inclined guide pillar 2 in FIG. By acting as a resistance plate, the water flow 1J in FIG. 5c received by the water stop main body 1 acts in the direction of the water flow 2K due to the inclination, and the step part 3 receives the resistance of the water flow 2K and the water stop door main body. In order to push up 1, the water stop door body 1 is raised more stably in synergy with the upper float 5, and the water stop door body 1 rises to the stopper 22 at the highest rise position and prevents the water level below the step portion 3. Since the force of the water flow 2K that raises the water stop main body 1 increases according to the magnitude of the force of the water flow 1J, the reaction speed of the water stop main body 1 is higher than the speed of the water surface 1Ha rising and falling. The water stop door itself is always optimal The step portion 3 has a structure that can withstand the weight of a vehicle or a person who passes through the facility or the person without trouble during normal use of the facility. The lower float 21 is supported so that the lower float 6 is not damaged.

また、0043と0044の効果を総合する事で水圧による抵抗の大部分は消化されて図5cと図5dの止水扉本体1とシール部材4aが接触する面積で生じる比較的軽い摩擦抵抗が主な抵抗となるので水圧による止水扉本体1の動きを妨げる抵抗が増加する事を防ぎ、浮上開始位置1F1を下回る水位で下部フロート6の浮力とカウンターウエイト15の重量で浮上待機状態の止水扉本体1の重量を支える事で止水扉本体1は浮上開始位置1F1以上の水位で上部フロート5の浮力により容易に浮上する。   Also, by combining the effects of 0043 and 0044, most of the resistance due to water pressure is digested, and the relatively light frictional resistance generated in the area where the water stop door body 1 and the seal member 4a in FIGS. Therefore, it is possible to prevent an increase in resistance that hinders the movement of the still water door main body 1 due to water pressure. By supporting the weight of the door main body 1, the water stop door main body 1 easily floats by the buoyancy of the upper float 5 at a water level higher than the rising start position 1F1.

また、図5aと図5bと図5cと図5dのカウンターウエイト15は、ワイヤ13が止水扉本体1にワイヤ取り付け部材14を使用し取り付けられワイヤ角度補正用補助滑車12を介し垂直に補正されメイン滑車11を通してカウンターウエイトガイド柱16内にカウンターウエイト15を吊るしている構造で、カウンターウエイトガイド柱16の上端部は水が入り込まない構造で、防水カバー17で防水され、図5bのガイド柱2に沿って左右対称もしくはどちらか一方に設置され、カウンターウエイト15は下部フロート6の浮力不足や下部フロート6が使用出来ない状況を補い止水扉本体1を確実でスムーズに浮上する様に補助する事と、大型施設に設置する事や相当の大水害も想定する場合に必要となる高強度の扉を使用する場合の重量増加や下部フロート6の浮力が不足する場合や下部フロート6が使用できない場合に対応する事が目的である。   In the counterweight 15 of FIGS. 5a, 5b, 5c, and 5d, the wire 13 is attached to the waterproof door body 1 by using the wire attachment member 14, and is corrected vertically through the auxiliary pulley 12 for correcting the wire angle. The counterweight 15 is suspended in the counterweight guide column 16 through the main pulley 11, and the upper end portion of the counterweight guide column 16 has a structure in which water does not enter and is waterproofed by the waterproof cover 17, and the guide column 2 in FIG. The counterweight 15 compensates for the lack of buoyancy of the lower float 6 or the inability to use the lower float 6 so that the waterstop body 1 can be lifted reliably and smoothly. And when using high-strength doors, which are necessary when installing in large facilities or assuming considerable flood damage It is an object corresponding to the case where and lower float 6 if the buoyancy of the amount increase and lower float 6 is insufficient is not available.

また、図5cと図5dの水槽C内の水が排水孔Dや外部動力などで排水されれば水面1Haの下降と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 5c and FIG. 5d is drained with the drainage hole D, external power, etc., the water stop door main body 1 will be stored, descending with the fall of the water surface 1Ha.

また、実施例5における図5aと図5bと図5cと図5dの上部フロート5と下部フロート6の浮力とカウンターウエイト15の重量の設定は、下部フロート6の浮力は、止水扉本体1に付随する各部材を取り付けた状態の上部フロート5の浮上開始位置1F1よりも下部が水中にある場合の重量と浮上開始位置1F1よりも上部の重量の合計と同等よりも下回る最大以下の浮力で,不足する浮力分をカウンターウエイト15によって必要とする浮力と同等の重量を左右に均等に割り振るか、もしくはどちらか一方の重量としてカウンターウエイト15の重量によって不足する浮力を補う様に設定し、下部フロート6の浮力とカウンターウエイト15の重量で浮上待機状態の止水扉本体1と付随する各部材の重量を支える為に必要な浮力と重量を設定し、上部フロート5の浮力の設定は残りの重量と止水扉本体1とシール部材4aとの摩擦抵抗による浮力の損失を考慮しそれを上回る浮力と被災状況や施設の使用環境を想定した余剰浮力を安全マージンとして確保した止水扉本体1を浮上させるための浮力を設定し、下部フロート6を使用しない場合の下部フロート6の浮力分はカウンターウエイト15の重量に加算する事とする。   5a, 5b, 5c and 5d in the fifth embodiment, the buoyancy of the upper float 5 and the lower float 6 and the weight of the counterweight 15 are set so that the buoyancy of the lower float 6 is The maximum buoyancy that is less than the total of the weight of the upper float 5 with the attached members attached below the levitation start position 1F1 and the weight of the upper part of the levitation start position 1F1 below the equivalent, The weight equivalent to the buoyancy required by the counterweight 15 is equally allocated to the left and right for the insufficient buoyancy, or the lower float is set to compensate for the insufficient buoyancy by the weight of the counterweight 15 as one of the weights. The buoyancy and weight necessary to support the weight of the stationary door body 1 and the associated members with the buoyancy of 6 and the weight of the counterweight 15 The buoyancy of the upper float 5 is set in consideration of the remaining weight and the loss of buoyancy due to the frictional resistance between the water blocking door main body 1 and the seal member 4a, and the buoyancy, the damage situation, and the usage environment of the facility exceeding it are assumed. The surplus buoyancy is set as a safety margin, and the buoyancy for floating the waterstop door body 1 is set, and the buoyancy of the lower float 6 when the lower float 6 is not used is added to the weight of the counterweight 15. .

また、実施例5における図5aと図5bと図5cと図5dのカウンターウエイト15については、使用するワーヤ13とワイヤ取り付け部材14の重量を浮上開始位置1F1より上部の重量に含む事が必要である。   5a, 5b, 5c, and 5d in the fifth embodiment, it is necessary to include the weight of the wire 13 and the wire attachment member 14 to be used above the ascent position 1F1. is there.

実施例6を、図6aと図6bと図6cを用いて詳細に説明する。
図6aと図6bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し浮上開始位置2F2を超える水位で下部フロート6によって止水扉本体1を浮上させて、水槽Cが満水になる前に完全に浮上する事で施設内部Aを水害から守り、重量扉を必要とし水位上昇速度が速くて短時間で大量の水が押し寄せてくる事を想定し、完全に閉鎖する事を必要としない施設へ使用される。
Example 6 will be described in detail with reference to FIGS. 6a, 6b and 6c.
6a and 6b is stored in the water tank C so that the upper surface of the step portion 3 installed at the upper part of the water stop door body 1 is the same height as the ground surface E. The drainage hole D normally drains, but the water level in the water tank C rises above the drainage capacity and rises above the rising start position 2F2, and the waterstop door body 1 is lifted by the lower float 6 so that the water tank C By completely ascending before the water is full, the inside of the facility A is protected from water damage, and a heavy door is required and the water level rises fast so that a large amount of water can be pushed in for a short time. Used for facilities that do not require

また、図6cの水槽Cに水が流入した時には止水扉本体1は水槽Cの水位Hbの高さに応じて上昇しているので、図6aと図6cのガイド柱2と止水扉本体1傾斜する事の目的はメインガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9を安定してガイド柱2と接触させ、止水扉本体1の浮上時のガタつきを押さえシール部材4aと止水扉本体1を常に密着させる事とガイド柱2を垂直にする事よりもより安定させスムーズに作動させる事と、予想以上速さでの大水量の水が押し寄せてきた時に図6cのステップ部3が浮上開始位置2F2を超えた水流を受けて上部フロート5と相乗して上昇方向へ押し上げるため止水扉本体1が受ける水圧により抵抗が増加する事を防ぎ、止水扉本体1は最高上昇位置のストッパー22まで上昇しステップ部3を下回る水位まで防ぐことができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図6aと図6bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっていて、補助ローラー9は水圧により止水扉本体1が歪み、図6bのシール部材4aと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4aの間に生じる摩擦抵抗の増加による止水扉本体1の上昇運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。 Further, when water flows into the water tank C of FIG. 6c, the water stop door main body 1 rises according to the height of the water level Hb of the water tank C. Therefore, the guide pillar 2 and the water stop door main body of FIG. 6a and FIG. The purpose of inclining 1 is to stably bring the main guide roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 into contact with the guide pillar 2 to suppress the play when the waterstop door body 1 is lifted and to stop the seal member 4a. The step shown in FIG. 6c is when the water door main body 1 is always kept in close contact with the guide pillar 2 and the guide column 2 is made to operate more stably and smoothly, and when a large amount of water is rushing faster than expected. 3 receives the water flow exceeding the rising start position 2F2 and pushes it upward in synergy with the upper float 5 to prevent the increase in resistance due to the water pressure received by the waterstop body 1, and the waterstop body 1 rises the highest Position stopper The water stop door body 1 and the step portion 3 can be prevented from reaching the water level below the step portion 3 and the weight of the vehicle and the person passing through the vehicle and the person without any trouble during normal use of the facility. The waterproof door body 1 is supported by the lower stopper 21 shown in FIGS. 6A and 6B so that the lower float 6 is not damaged during storage, and the auxiliary roller 9 is stopped by water pressure. The main body 1 is distorted and excessively tightly contacts with the seal member 4a in FIG. 6b to prevent breakage of each part due to the distortion of the water stop main body 1 due to water pressure, and the frictional resistance generated between the water stop door main body 1 and the seal member 4a. The auxiliary roller 9 is installed at a required location with a structure having a wide width in contact with the water stop door main body 1 so as not to hinder the upward movement of the water stop door main body 1 due to the increase of the water.

また、図6aと図6bと図6cのカウンターウエイト15は、ワイヤ13が止水扉本体1にワイヤ取り付け部材14を使用し取り付けられワイヤ角度補正用補助滑車12を介し垂直に補正されメイン滑車11を通してカウンターウエイトガイド柱16内にカウンターウエイト15を吊るしている構造で、カウンターウエイトガイド柱16の上端部は水が入り込まない構造で、防水カバー17で防水され、図6bのガイド柱2に沿って左右対称もしくはどちらか一方に設置され、カウンターウエイト15は下部フロート6の浮力不足を補い止水扉本体1を確実でスムーズに浮上する様に補助する事と、大型施設に設置する事や相当の大水害も想定する場合に必要となる高強度の扉を使用する場合の大重量に対応する事が主な目的で、カウンターウエイト15が浮上待機状態の止水扉本体1と付随する部材の重量を支える事で浮上開始位置2F2以上の水位で下部フロート6の浮力により容易に浮上する。   6a, 6b, and 6c, the wire 13 is attached to the waterproof door body 1 by using the wire attachment member 14, and is corrected vertically through the auxiliary pulley 12 for correcting the wire angle. The counterweight 15 is suspended in the counterweight guide pillar 16 through the upper end of the counterweight guide pillar 16 so that water does not enter, and is waterproofed by the waterproof cover 17, along the guide pillar 2 in FIG. The counterweight 15 is installed symmetrically or either, and the counterweight 15 compensates for the lack of buoyancy of the lower float 6 to assist the stationary door body 1 to rise reliably and smoothly, and can be installed in a large facility. The main purpose is to handle the heavy weight when using high-strength doors, which are necessary when large floods are also expected. Eight 15 easily floats by buoyancy of the lower float 6 in the water level of the floating starting position 2F2 or more can support the weight of the member associated with the water stop door body 1 of the flying standby state.

また、図6cの水槽C内の水が排水孔Dや外部動力などで排水されれば水面2Hbの下降と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 6c is drained by the drainage hole D, external power, etc., the water stop main body 1 will be stored, descending with the fall of the water surface 2Hb.

また、実施例6における図6aと図6bと図6cの上部フロート5と下部フロート6の浮力とカウンターウエイト15重量の設定は、付属部材を全て取り付けた状態の止水扉本体1の全重量の合計重量と同等を下回る最大重量をカウンターウエイト15の重量として左右に均等割り振るか、もしくはどちらか一方として設定し、カウンターウエイト15の重量によって浮上待機状態の付属部材を全て取り付けた状態の止水扉本体1の全重量を支える事が目的で、下部フロート6の浮力は止水扉本体1が上昇下降する際のシール部材4aとの間に生じる摩擦抵抗と付属部材を全て取り付けた状態の止水扉本体1の浮上に必要な浮力と余剰浮力として被災状況を想定した安全マージンを確保した止水扉本体1を浮上させるための浮力を下部フロート6の浮力として設定し、上部フロート5は予備のフロートとして下部フロート6と同等の浮力に設定するか、使用しないかのいずれかとする。   In addition, the buoyancy of the upper float 5 and the lower float 6 and the weight of the counterweight 15 in FIGS. 6a, 6b, and 6c in Example 6 are set to the total weight of the water stop main body 1 with all the attached members attached. The maximum weight that is less than or equal to the total weight is equally distributed to the left and right as the weight of the counterweight 15, or set as either one, and the water stop door with all the attachment members in the standby state depending on the weight of the counterweight 15 For the purpose of supporting the entire weight of the main body 1, the buoyancy of the lower float 6 is a water stop with all the attached frictional resistance and the attached members attached to the seal member 4 a when the water stop door main body 1 is raised and lowered. The buoyancy required to ascend the water-stopping door body 1 that secures a safety margin assuming a disaster situation as the buoyancy necessary for surfacing the door body 1 and surplus buoyancy. Set as 6 buoyancy, or the upper float 5 is set to equal buoyancy and lower float 6 as an alternate float, and either not used.

実施例7を、図7aと図7bと図7cと図7dを用いて詳細に説明する。
図7aと図7bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し浮上開始位置1F1以上の水位で上部フロート5によって止水扉本体1は止水しながら水位と共に上昇下降する事で施設内部Aを水害から守り、重量扉を必要とし水没や相当の水位上昇が想定される場合に使用される。
Example 7 will be described in detail with reference to FIGS. 7a, 7b, 7c, and 7d.
7a and 7b is stored in the water tank C so that the upper surface of the step part 3 installed on the upper part of the water stop main body 1 is the same height as the ground surface E. The drainage hole D normally drains, but the drainage capacity exceeds the drainage capacity, the water level in the water tank C rises, and the water stop door body 1 rises with the water level while the water is stopped by the upper float 5 at the water level above the floating start position 1F1. It is used when the inside A of the facility is protected from water damage by descending, a heavy door is required, and submergence or a considerable rise in water level is assumed.

また、図7cと図7dの止水扉本体1が水圧を受けても正常に作動する事に関して、上部フロート5の浮力により止水扉本体1が上昇下降する動作をメインガイドローラー7a7bと横方向ガイドローラー8a8bが図7aと図7cのいずれかの施設側壁Bに沿って形成する傾斜した左右のガイド柱2の間で転がりながら行う事で、水圧が止水扉本体1を押し付ける力はメインガイドローラー7a7bと横方向ガイドローラー8a8bと補助ローラー9の回転運動により回転摩擦に転換され大部分が消化される事で水圧により止水扉本体1を押し付ける力は大幅に軽減され、止水扉本体1の上昇下降運動の際のシール部材4bとの比較的小さな摩擦抵抗が主な摩擦抵抗として残り、システム全体として水圧の影響を最小限に押さえる構造で、補助ローラー9は水圧により止水扉本体1が歪みシール部材4bと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4bの間に生じる摩擦抵抗の増加による止水扉本体1の上昇下降運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   In addition, regarding the normal operation of the water stop door body 1 shown in FIGS. 7c and 7d even when subjected to water pressure, the operation of the water stop door body 1 rising and lowering by the buoyancy of the upper float 5 and the main guide roller 7a7b in the lateral direction When the guide roller 8a8b rolls between the inclined right and left guide pillars 2 formed along the facility side wall B in either FIG. 7a or FIG. 7c, the force that the water pressure presses the water stop door body 1 is the main guide. The rotational force of the roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 is converted into rotational friction and most of it is digested, so that the force for pressing the waterstop door body 1 by water pressure is greatly reduced, and the waterstop door body 1 With a structure in which a relatively small frictional resistance with the seal member 4b during the upward / downward movement remains as a main frictional resistance, and the influence of water pressure is minimized as a whole system, The auxiliary roller 9 prevents the water stop door main body 1 from being in close contact with the strain seal member 4b due to water pressure to prevent breakage of each part due to distortion of the water stop door main body 1 due to water pressure, and between the water stop door main body 1 and the seal member 4b. The auxiliary roller 9 is installed at a necessary location with a wide structure in contact with the water stop door body 1 so as not to prevent the rising and lowering movement of the water stop door body 1 due to an increase in frictional resistance. .

また、図7aと図7cの傾斜したガイド柱2により止水扉本体1も傾斜して上下に移動する構造で止水扉本体1上部に設置されたステップ部3は上部フロート5の取り付け部となっていて抵抗板の役割も果たす事で、止水扉本体1の前面が受ける図7cの水流1Jの力は傾斜により水流2Kの方向に働きステップ部3が水流2Kの抵抗を受けて止水扉本体1を押し上げるために、上部フロート5と相乗して止水扉本体1をより安定して上昇させ、止水扉本体1を上昇させる水流2Kの力は水流1Jの力の大きさに応じて大きくなるので、水面1Haの上昇下降する速度に対しての止水扉本体1の反応速度と高さが常に最適に保たれ止水扉本体1の最高上昇位置となる上部ストッパー22まで上昇し、止水扉本体1とシール部材4bによって施設入り口の最高部B1までを密閉し完全に止水する事で、図7cと図7dの止水扉本体1の上昇高の限界を超える水位3Hcの様に施設屋根部19を超える高水位の状況でも施設内部Aを守ることができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図7aと図7bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっている。   7a and 7c, the stepped portion 3 installed at the upper part of the water stop door body 1 is structured so that the water stop door body 1 is also inclined and moved up and down by the inclined guide pillar 2 shown in FIG. By acting as a resistance plate, the force of the water flow 1J in FIG. 7c received by the front surface of the water stop main body 1 acts in the direction of the water flow 2K due to the inclination and the step part 3 receives the resistance of the water flow 2K to stop the water. In order to push up the door body 1, the power of the water flow 2K that raises the water stop door body 1 more stably in synergy with the upper float 5 and raises the water stop door body 1 depends on the magnitude of the force of the water flow 1J. Therefore, the reaction speed and height of the still water main body 1 with respect to the rising and lowering speed of the water surface 1Ha are always maintained optimally, and the water rises to the upper stopper 22 which is the highest rising position of the water stopping door main body 1. , Applied by the waterproof door body 1 and the seal member 4b By sealing up to the highest part B1 of the entrance and completely stopping the water, the situation of the high water level exceeding the facility roof part 19 like the water level 3Hc exceeding the limit of the rising height of the water stopping door body 1 in FIGS. 7c and 7d However, the inside A of the facility can be protected, and the water blocking door main body 1 and the step portion 3 have a structure that can withstand the weight of the vehicle and the person who passes through the facility and the person without any obstacles during normal use of the facility. The waterstop door body 1 is supported by the lower stopper 21 in FIGS. 7a and 7b so that the lower float 6 is not damaged during storage.

また、0056と0057の効果を総合する事で水圧による抵抗の大部分は消化されて図7cと図7dの止水扉本体1とシール部材4bが接触する面積で生じる比較的軽い摩擦抵抗が主な抵抗となるので水圧による止水扉本体1の動きを妨げる抵抗が増加する事を防ぎ、浮上開始位置1F1を下回る水位で下部フロート6の浮力とカウンターウエイト15の重量で浮上待機状態の止水扉本体1の重量を支える事で止水扉本体1は浮上開始位置1F1以上の水位で上部フロート5の浮力により容易に浮上する。   Also, by combining the effects of 0056 and 0057, most of the resistance due to water pressure is digested, and the relatively low frictional resistance that occurs in the area where the water stop door body 1 and the seal member 4b in FIGS. Therefore, it is possible to prevent an increase in resistance that hinders the movement of the still water door main body 1 due to water pressure. By supporting the weight of the door main body 1, the water stop door main body 1 easily floats by the buoyancy of the upper float 5 at a water level higher than the rising start position 1F1.

また、図7aと図7bと図7cと図7dのカウンターウエイト15は、ワイヤ13が止水扉本体1にワイヤ取り付け部材14を使用し取り付けられワイヤ角度補正用補助滑車12を介し垂直に補正されメイン滑車11を通してカウンターウエイトガイド柱16内にカウンターウエイト15を吊るしている構造で、カウンターウエイトガイド柱16の上端部は水が入り込まない構造で、防水カバー17で防水され、図7bのガイド柱2に沿って左右対称もしくはどちらか一方に設置され、カウンターウエイト15は下部フロート6の浮力不足や下部フロート6が使用出来ない状況を補い止水扉本体1を確実でスムーズに浮上する様に補助する事と、大型施設に設置する事や相当の大水害も想定する場合に必要となる高強度の扉を使用する場合の重量増加や下部フロート6の浮力が不足する場合や下部フロート6が使用できない場合に対応する事が目的である。   7a, 7b, 7c, and 7d, the wire 13 is attached to the waterproof door body 1 using the wire attachment member 14, and is corrected vertically through the auxiliary pulley 12 for correcting the wire angle. The counterweight 15 is suspended in the counterweight guide pillar 16 through the main pulley 11, and the upper end of the counterweight guide pillar 16 is structured such that water does not enter, and is waterproofed by a waterproof cover 17, and the guide pillar 2 in FIG. The counterweight 15 compensates for the lack of buoyancy of the lower float 6 or the inability to use the lower float 6 so that the waterstop body 1 can be lifted reliably and smoothly. And when using high-strength doors, which are necessary when installing in large facilities or assuming considerable flood damage It is an object corresponding to the case where and lower float 6 if the buoyancy of the amount increase and lower float 6 is insufficient is not available.

また、図7cと図7dの水槽C内の水が排水孔Dや外部動力などで排水されれば水面1Haの下降と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 7c and FIG. 7d is drained by the drainage hole D, external power, etc., the water stop door main body 1 will be stored, descending with the fall of the water surface 1Ha.

また、実施例7における図7aと図7bと図7cと図7dの上部フロート5と下部フロート6の浮力とカウンターウエイト15の重量の設定は、下部フロート6の浮力が、止水扉本体1に付随する各部材を取り付けた状態の上部フロート5の浮上開始位置1F1よりも下部が水中にある場合の重量と浮上開始位置1F1よりも上部の重量の合計と同等よりも下回る最大以下の浮力で,不足する浮力分をカウンターウエイト15によって必要とする浮力と同等の重量を左右に均等に割り振るか、もしくはどちらか一方として設定し、カウンターウエイト15の重量によって不足する浮力を補う様に設定し、下部フロート6の浮力とカウンターウエイト15の重量で浮上待機状態の止水扉本体1と付随する各部材の重量を支える為に必要な浮力と重量を設定し、上部フロート5の浮力の設定は残りの重量と止水扉本体1とシール部材4bとの摩擦抵抗による浮力の損失を考慮しそれを上回る浮力と被災状況や施設の使用環境を想定した余剰浮力を安全マージンとして確保した止水扉本体1を浮上させるための浮力を設定し、下部フロート6を使用しない場合の下部フロート6の浮力分はカウンターウエイト15の重量に加算する事とする。   In addition, the buoyancy of the upper float 5 and the lower float 6 and the weight of the counterweight 15 in FIGS. 7a, 7b, 7c and 7d in Example 7 are set so that the buoyancy of the lower float 6 is applied to the water stop door body 1. The maximum buoyancy that is less than the total of the weight of the upper float 5 with the attached members attached below the levitation start position 1F1 and the weight of the upper part of the levitation start position 1F1 below the equivalent, The weight equivalent to the buoyancy required by the counterweight 15 is equally allocated to the left and right, or set as either one, and the buoyancy insufficient by the weight of the counterweight 15 is set to compensate for the insufficient buoyancy. The buoyancy and weight required to support the weight of the waterstop door body 1 in the ascending standby state and the associated members by the buoyancy of the float 6 and the weight of the counterweight 15 The amount of buoyancy of the upper float 5 is set in consideration of the remaining weight and the loss of buoyancy due to the frictional resistance between the water blocking door body 1 and the seal member 4b. Set the buoyancy for levitating the waterstop door body 1 with the assumed surplus buoyancy as a safety margin, and add the buoyancy of the lower float 6 to the weight of the counterweight 15 when the lower float 6 is not used. To do.

また、実施例7における図7aと図7bと図7cと図7dのカウンターウエイト15については、使用するワーヤ13とワイヤ取り付け部材14の重量を浮上開始位置1F1より上部の重量に含む事が必要である。   Further, in the counterweight 15 of FIG. 7a, FIG. 7b, FIG. 7c, and FIG. 7d in the seventh embodiment, it is necessary to include the weight of the wire 13 and the wire attachment member 14 to be used in the weight above the levitation start position 1F1. is there.

実施例8を、図8aと図8bと図8cを用いて詳細に説明する。
図8aと図8bの止水扉本体1の上部に設置されたステップ部3の上面が地上面Eと同じ高さになるように水槽Cに格納されていて、水が流入し水槽Cに設けた排水孔Dにより通常は排水されるが、排水能力を上回り水槽Cの内の水位が上昇し浮上開始位置2F2を超える水位で下部フロート6によって止水扉本体1を浮上させて、水槽Cが満水になる前に完全に閉鎖する事で施設内部Aを水害から守り、重量扉を必要とし水位上昇速度が速くて短時間で大量の水が押し寄せてくる事を想定し迅速に閉鎖する。
Example 8 will be described in detail with reference to FIGS. 8a, 8b and 8c.
8a and 8b are stored in the water tank C so that the upper surface of the step portion 3 installed on the upper part of the water stop main body 1 is the same height as the ground surface E. The drainage hole D normally drains, but the water level in the water tank C rises above the drainage capacity and rises above the rising start position 2F2, and the waterstop door body 1 is lifted by the lower float 6 so that the water tank C By completely closing the facility before it becomes full, the inside of the facility A is protected from water damage, and a heavy door is required, and the water level rises quickly, so that a large amount of water is pushed in for a short time.

また、図8cの水槽Cに水が流入した時には止水扉本体1は水槽Cの水位Hbの高さに応じて上昇しているので、図8aと図8cのガイド柱2と止水扉本体1傾斜する事の目的はメインガイドガイドローラ7a7bと横方向ガイドローラー8a8bと補助ローラー9を安定してガイド柱2と接触させ、止水扉本体1の浮上時のガタつきを押さえシール部材4bと止水扉本体1を常に密着させる事とガイド柱2を垂直にする事よりもより安定させスムーズに作動させる事と、予想以上速さでの大水量の水が押し寄せてきた時に図8cのステップ部3が浮上開始位置2F2を超えた水流を受けて上部フロート5と相乗して上昇方向へ押し上げるため止水扉本体1が受ける水圧により抵抗が増加する事を防ぎ止水扉本体1の最高上昇位置となる上部ストッパー22まで上昇し、止水扉本体1とシール部材4bによって図8bの施設入り口の最高部B1までを密閉し完全に止水する事で、図8cの止水扉本体1の上昇高の限界を超える水位3Hcの様に施設屋根部19を超える高水位の状況でも施設入り口を密閉し完全に止水する事で守る事ができ、止水扉本体1とステップ部3は、施設の通常利用時に車両や人の出入りに支障が無く通過する車両や人の重さに耐えられる構造になっていて、格納時に止水扉本体1は図8aと図8bの下部ストッパー21支えられていて下部フロート6が損傷しない構造になっていて、補助ローラー9は水圧により止水扉本体1が歪みシール部材4bと過度に密着し水圧による止水扉本体1の歪みによる各部分の破損を防ぐ事と、止水扉本体1とシール部材4bの間に生じる摩擦抵抗の増加による止水扉本体1の上昇運動を妨げないために設置されて、補助ローラー9は止水扉本体1と接触する面の幅が広い構造で必要箇所に設置する。   Further, when the water flows into the water tank C of FIG. 8c, the water stop door body 1 rises according to the height of the water level Hb of the water tank C. Therefore, the guide pillar 2 and the water stop door main body of FIGS. 8a and 8c. The purpose of inclining 1 is to stably bring the main guide guide roller 7a7b, the lateral guide roller 8a8b, and the auxiliary roller 9 into contact with the guide column 2 to suppress the play when the waterstop door body 1 is lifted, and the seal member 4b. The step shown in FIG. 8c is performed when the water stop door body 1 is always kept in close contact with the guide pillar 2 and the guide column 2 is made to operate more stably and smoothly, and when a large amount of water is rushing faster than expected. Since the part 3 receives the water flow exceeding the ascending start position 2F2 and pushes it upward in synergy with the upper float 5, it prevents the increase in resistance due to the water pressure received by the waterstop body 1 and the highest rise of the waterstop body 1 The upper position Ascending to the topper 22 and sealing up to the highest part B1 of the facility entrance of FIG. 8b by the water stop door body 1 and the seal member 4b, and completely stopping the water, the limit of the rising height of the water stop door body 1 of FIG. 8c Even when the water level is over 3Hc and the water level is over the roof 19 of the facility, it can be protected by sealing the entrance of the facility and stopping the water completely. The structure is such that it can withstand the weight of vehicles and people passing through without any obstacles to the entry of vehicles and people, and the waterproof door body 1 is supported by the lower stopper 21 of FIGS. 6 is structured so as not to be damaged, and the auxiliary roller 9 prevents the breakage of each part due to distortion of the water stop door body 1 due to water pressure when the water stop door body 1 is excessively adhered to the distortion seal member 4b due to water pressure, Waterproof door body 1 and seal member The auxiliary roller 9 is installed at a required location with a wide structure in contact with the water stop door body 1 so as not to prevent the rising motion of the water stop door body 1 due to an increase in frictional resistance generated between b. To do.

また、図8aと図8bと図8cのカウンターウエイト15は、ワイヤ13が止水扉本体1にワイヤ取り付け部材14を使用し取り付けられワイヤ角度補正用補助滑車12を介し垂直に補正されメイン滑車11を通してカウンターウエイトガイド柱16内にカウンターウエイト15を吊るしている構造で、カウンターウエイトガイド柱16の上端部は水が入り込まない構造で、防水カバー17で防水され、図8bのガイド柱2に沿って左右対称もしくはどちらか一方に設置され、カウンターウエイト15は下部フロート6の浮力不足を補い止水扉本体1を確実でスムーズに浮上する様に補助する事と、大型施設に設置する事や相当の大水害も想定する場合に必要となる高強度の扉を使用する場合の大重量に対応する事が主な目的で、カウンターウエイト15が浮上待機状態の止水扉本体1と付随する部材の重量を支える事で浮上開始位置2F2以上の水位で下部フロート6の浮力により容易に浮上する。   8a, 8b, and 8c, the wire 13 is attached to the water blocking door body 1 by using the wire attachment member 14, and is corrected vertically through the auxiliary pulley 12 for correcting the wire angle. The counterweight 15 is suspended in the counterweight guide pillar 16 through the upper end of the counterweight guide pillar 16 so that water does not enter, and is waterproofed by the waterproof cover 17, along the guide pillar 2 in FIG. The counterweight 15 is installed symmetrically or either, and the counterweight 15 compensates for the lack of buoyancy of the lower float 6 to assist the stationary door body 1 to rise reliably and smoothly, and can be installed in a large facility. The main purpose is to handle the heavy weight when using high-strength doors, which are necessary when large floods are also expected. Eight 15 easily floats by buoyancy of the lower float 6 in the water level of the floating starting position 2F2 or more can support the weight of the member associated with the water stop door body 1 of the flying standby state.

また、図8cの水槽C内の水が排水孔Dや外部動力などで排水されれば水面2Hbの下降と共に止水扉本体1は下降しながら格納される。   Moreover, if the water in the water tank C of FIG. 8c is drained by the drainage hole D, external power, etc., the water stop main body 1 will be stored, descending with the fall of the water surface 2Hb.

また、実施例8における図8aと図8bと図8cの上部フロート5と下部フロート6の浮力とカウンターウエイト15重量の設定は、付属部材を全て取り付けた状態の止水扉本体1の全重量の合計重量と同等を下回る最大重量をカウンターウエイト15の重量として左右に均等割り振るか、もしくはどちらか一方として設定し、カウンターウエイト15の重量によって浮上待機状態の付属部材を全て取り付けた状態の止水扉本体1の全重量を支える事が目的で、下部フロート6の浮力は止水扉本体1が上昇下降する際のシール部材4bとの間に生じる摩擦抵抗と付属部材を全て取り付けた状態の止水扉本体1の浮上に必要な浮力と余剰浮力として被災状況を想定した安全マージンを確保した止水扉本体1を浮上させるための浮力を下部フロート6の浮力として設定し、上部フロート5は予備のフロートとして下部フロート6と同等の浮力に設定するか、使用しないかのいずれかとする。   Further, the buoyancy of the upper float 5 and the lower float 6 and the weight of the counterweight 15 in FIGS. 8a, 8b, and 8c in Example 8 are set to the total weight of the water stop main body 1 with all the attached members attached thereto. The maximum weight that is less than or equal to the total weight is equally distributed to the left and right as the weight of the counterweight 15, or set as either one, and the water stop door with all the attachment members in the standby state depending on the weight of the counterweight 15 For the purpose of supporting the entire weight of the main body 1, the buoyancy of the lower float 6 is the water resistance in a state where all of the frictional resistance and the attached members are attached to the seal member 4 b when the water stop door body 1 is raised and lowered. The buoyancy required to ascend the water-stopping door body 1 that secures a safety margin assuming a disaster situation as the buoyancy necessary for surfacing the door body 1 and surplus buoyancy. Set as 6 buoyancy, or the upper float 5 is set to equal buoyancy and lower float 6 as an alternate float, and either not used.

実施例1と実施例3に使用される図9の止水扉本体1を形成する素材は、水に浮かない材質で形状は密閉されない構造で止水扉本体1の内外各部に水がたまる事無いように形成し止水扉の背面Ba側の面が、平面であれば強度を優先した設計ができるので下部フロート6の浮力と同等の重量を下回る最大重量を超えない範囲の重量であれは、鉄やアルミやステンレスなどを使用する事ができ、止水扉の背面Ba側の面は研磨や薄板を貼付けする事やシートの張りつけ加工などの、平面部材1aを使用するなどして平面に形成し、海沿いの地域や海水が押し寄せる恐れがある場合には防錆性の高い素材である必要がある。   The material forming the waterstop main body 1 of FIG. 9 used in Example 1 and Example 3 is a material that does not float on water and the shape is not hermetically sealed. If the surface on the back Ba side of the water stop door is flat, it can be designed to give priority to strength, so if the weight does not exceed the maximum weight less than the weight equivalent to the buoyancy of the lower float 6, Iron, aluminum, stainless steel, etc. can be used, and the surface on the back Ba side of the water stop door is flattened by using a flat member 1a such as polishing, pasting a thin plate, or pasting a sheet. If it is formed and there is a risk of seaside areas or seawater coming in, the material needs to be highly rustproof.

実施例2と実施例4に使用される図9の止水扉本体1を形成する素材は、水に浮かない材質で形状は密閉されない構造で止水扉本体1の内外各部に水がたまる事無いように形成し止水扉の背面Ba側の面が、平面であれば強度を優先した設計ができるので下部フロート6で浮上させられる範囲の重量であれば、鉄やアルミやステンレスなどを使用する事ができ、止水扉の背面Ba側の面は研磨や薄板を貼付けする事やシートの張りつけ加工などの、平面部材1aを使用するなどして平面に形成し、海沿いの地域や海水が押し寄せる恐れがある場合には防錆性の高い素材である必要がある。   The material forming the waterstop main body 1 of FIG. 9 used in Example 2 and Example 4 is a material that does not float on water and the shape is not hermetically sealed. If the surface on the back Ba side of the water stop door is flat, it can be designed to give priority to strength. If the weight is within the range that can be lifted by the lower float 6, use iron, aluminum, stainless steel, etc. The surface on the back Ba side of the water stop door can be formed into a flat surface by using a flat member 1a, such as polishing, pasting a thin plate, or pasting a sheet. When there is a risk of rushing, it is necessary to use a material having high rust prevention properties.

実施例5と実施例6と実施例7と実施例8に使用される図9の止水扉本体1を形成する素材は、水に浮かない材質で形状は密閉されない構造で止水扉本体1の内外各部に水がたまる事無いように形成し止水扉の背面Ba側の面が、平面であれば強度を優先した設計ができるので重量の制限がなく鉄やアルミやステンレスなどを使用する事ができ、止水扉の背面Ba側の面は研磨や薄板を貼付けする事やシートの張りつけ加工などの、平面部材1aを使用するなどして平面に形成し、海沿いの地域や海水が押し寄せる恐れがある場合には防錆性の高い素材である必要がある。   The material forming the waterstop main body 1 of FIG. 9 used in the fifth embodiment, the sixth embodiment, the seventh embodiment, and the eighth embodiment is a material that does not float on water and has a structure that is not hermetically sealed. If the surface on the back Ba side of the water stop door is flat, it can be designed with priority on strength, so there is no limit on weight, and iron, aluminum, stainless steel, etc. are used. The surface on the back Ba side of the water stop door is formed into a flat surface by using a flat member 1a, such as polishing, pasting a thin plate, or pasting a sheet. When there is a risk of rushing, it is necessary to use a material having a high rust prevention property.

実施例1と実施例2と実施例3と実施例4と実施例5と実施例6と実施例7と実施例8に使用される図9のステップ部3は、車両や人が出入りする場合などの施設が通常使用される目的を考慮し必要な強度や滑り止め加工など利用され方によって素材を選択し、各設定の範囲内の重量で必要な素材を使用でき、海沿いの地域や海水が押し寄せる恐れがある場合には防錆性の高い素材である必要がある。   9 used in the first, second, third, fourth, fifth, sixth, sixth, seventh, and eighth steps is when a vehicle or a person goes in and out. In consideration of the purpose for which the facilities are normally used, materials can be selected according to the required strength and anti-slip processing, etc., and the necessary materials can be used with the weight within the range of each setting. When there is a risk of rushing, it is necessary to use a material having high rust prevention properties.

また、実施例1の図1bと実施例2の図2bと実施例5の図5bと実施例6の図6bに使用されるステップ部3と止水扉本体1は図9で説明すると、止水扉本体1の背面側Baの面は図1bと図2bと図5bと図6bのシール部材4aと密着する必要があるため平面であり、ステップ部3は止水扉本体1の上面に設置する。   Further, the step portion 3 and the water blocking door body 1 used in FIG. 1b of the first embodiment, FIG. 2b of the second embodiment, FIG. 5b of the fifth embodiment, and FIG. 6b of the sixth embodiment will be described with reference to FIG. The surface of the back side Ba of the water door body 1 is a flat surface because it needs to be in close contact with the seal member 4a of FIGS. 1b, 2b, 5b and 6b, and the step portion 3 is installed on the upper surface of the water stop body 1. To do.

また、実施例3の図3bと実施例4の図4bと実施例7の図7bと実施例8の図8bに使用されるステップ部3は図9で説明すると、止水扉本体1の背面側Baの面は図3bと図4bと図7bと図8bのシール部材4bと密着する必要があるため平面を保ち形成し、ステップ部3は止水扉本体1の背面側Baに突出する様に形成する事はできない。   Further, the step portion 3 used in FIG. 3b of the third embodiment, FIG. 4b of the fourth embodiment, FIG. 7b of the seventh embodiment, and FIG. 8b of the eighth embodiment will be described with reference to FIG. Since the surface of the side Ba needs to be in close contact with the sealing member 4b of FIGS. 3b, 4b, 7b and 8b, it is formed with a flat surface, and the step portion 3 protrudes to the back side Ba of the water stop door body 1. Can not be formed.

図9の上部フロート5と下部フロート6は漂流物が接触する事も考慮する必要があるため、十分に強度がある素材と構造で海沿いの地域や海水が押し寄せる恐れがある場合には防錆性の高い素材である必要がある。   The upper float 5 and the lower float 6 in FIG. 9 need to take into account that the drifting objects are in contact with each other. It needs to be a high quality material.

実施例5と実施例6と実施例7と実施例8に使用される図9のワイヤ取り付け部材14について説明すると、止水扉本体1の左右対称でメインガイドローラー7a7bと横方向ガイドローラー8a8bの取り付け位置を超える上部に、いずれの部分とも接触する事がない様に取り付けられ、実施例1と実施例2と実施例3と実施例4には使用しない。   9 used in Example 5, Example 6, Example 7, and Example 8 will be described. The main guide roller 7a7b and the lateral guide roller 8a8b are symmetrical with respect to the water blocking door body 1. It is attached to the upper part beyond the attachment position so as not to come into contact with any part, and is not used in Example 1, Example 2, Example 3 and Example 4.

図10のシール部材については、実施例3と実施例4と実施例7と実施例8は上下左右4方向一体形成されたシール部材4bを使用し、実施例1と実施例2と実施例5と実施例6は左右下3方向一体形成されたシール部材4aを使用し、いずれも摩擦抵抗が少なく耐久性に優れた素材を使用する。   As for the seal member of FIG. 10, the third, fourth, seventh, and eighth embodiments use the seal member 4b that is integrally formed in four directions, up, down, left, and right, and the first, second, and fifth embodiments. And Example 6 uses the seal member 4a integrally formed in the left and right lower three directions, and both use a material with little frictional resistance and excellent durability.

図11のガイド柱2は出入り口の施設側壁Bの上部から出入り口前面の地下に埋設された水槽Cの底面まで形成され、ガイド柱2左右の間および出入り口の施設側壁Bに対してガイド柱2の上部を図11の設置位置の後方Bbの方向に、下部を設置位置の前方Fbの方向に傾斜する様に設置する。   The guide pillar 2 in FIG. 11 is formed from the upper part of the facility side wall B at the entrance to the bottom of the water tank C embedded in the basement in front of the entrance, and between the left and right of the guide pillar 2 and the facility side wall B at the entrance. The upper part is installed so as to incline toward the rear Bb of the installation position in FIG. 11 and the lower part is inclined toward the front Fb of the installation position.

図11のガイド柱2の設置角度は、平常時に使用される環境と想定される水流の規模とシステム全体を設置するスペースの問題などを考慮して決定され、垂直であっても可能であるが、傾斜する事でより安定して作動し想定を超える水流による水圧を受けても動作が停止する事がない。   The installation angle of the guide pillar 2 in FIG. 11 is determined in consideration of the size of the water flow assumed to be used in normal times and the problem of the space for installing the entire system, and may be vertical. By tilting, it will operate more stably and will not stop even if it receives water pressure due to the water flow exceeding the expected level.

図11とのガイド柱2は止水扉本体1の強度を十分に確保した素材で、鉄やステンレスなどが使用でき、海沿いの地域や海水が押し寄せる恐れがある場合には防錆性の高い素材である必要がある。   The guide pillar 2 with FIG. 11 is a material that sufficiently secures the waterproof door body 1 and can be made of iron or stainless steel. Must be material.

図11と図12の水槽Cはフロート式止水扉システムを設置する場所により必要な容量が設計可能で水が流入できる容積が大きい方が止水扉本体1の動作を安定させる事ができ、流入した水は通常は配水管Dにより、下水や排水システムなどに排水される。   The water tank C in FIGS. 11 and 12 can be designed with a required capacity depending on the location where the float type water stop door system is installed, and the larger the volume into which water can flow can stabilize the operation of the water stop door body 1. The inflowing water is usually drained into a sewage system or a drainage system through a water distribution pipe D.

図12のステップ部3は、車両や人が出入りする場合などの施設が通常使用される目的を考慮し必要な強度を確保する事や滑り止め加工など、利用され方によって素材を選択し、各設定の範囲内の重量であれば必要な素材を使用できる。   The step part 3 in FIG. 12 selects materials according to how they are used, such as securing necessary strength and anti-slip processing in consideration of the purpose that facilities such as vehicles and people go in and out normally. If the weight is within the set range, the necessary materials can be used.

図12のステップ部3は、車両や人が出入りする場合などの施設が通常使用される目的を考慮し必要な強度や滑り止め加工など利用され方によって素材を選択する。   The step unit 3 in FIG. 12 selects a material depending on how it is used, such as necessary strength and anti-slip processing, in consideration of the purpose for which a facility such as a vehicle or a person goes in and out is normally used.

図13のカウンターウエイト15とそれに関連する部材の使用について、ワイヤ13が止水扉本体1にワイヤ取り付け部材14を使用し取り付けられワイヤ角度補正用補助滑車12を介し垂直に補正されメイン滑車11を通してカウンターウエイトガイド柱16内にカウンターウエイト15を吊るしている構造で、上端部は水が入り込まない構造になっていて防水カバー17で防水され、実施例5の図5bと実施例6の図6bと実施例7の図7bと実施例8の図8bのガイド柱2に沿って左右対称もしくはどちらか一方に設置することで、止水扉本体1の強度を確保した場合の重量の増加や下部フロート6を使用しない又は必要な浮力が不足する場合に対応する。   With respect to the use of the counterweight 15 and related members in FIG. 13, the wire 13 is attached to the waterstop main body 1 using the wire attachment member 14, is corrected vertically through the auxiliary pulley 12 for correcting the wire angle, and passes through the main pulley 11. In the structure in which the counterweight 15 is suspended in the counterweight guide column 16, the upper end portion has a structure in which water does not enter and is waterproofed by the waterproof cover 17, and FIG. 5b of the fifth embodiment and FIG. 6b of the sixth embodiment. 7b of Example 7 and FIG. 8b of Example 8 are installed symmetrically or in either direction along the guide pillar 2 to increase the weight when the strength of the water blocking door body 1 is secured or lower float. This corresponds to the case where 6 is not used or the required buoyancy is insufficient.

図14の水槽C上部は通常利用時の安全確保及び被災時の異物流入防止のためステップ部3と地表面Eと水平にグレーキング18などを、水槽C内部に配水管Dを阻害しない様に柱Gを形成し設置し、上部フロート5の下にも巻き込み防止のためグレーキング18などを設置し、ガイド柱と上部フロート5と下部フロート6が接触しない様に隙間をあけておく事が必要である。   The upper part of the aquarium C in FIG. 14 is designed so that the stepping part 3 and the ground surface E are horizontally leveled with the grazing 18 and the like, and the water distribution pipe D is not obstructed inside the aquarium C in order to ensure safety during normal use and to prevent the inflow of foreign objects during a disaster. It is necessary to form and install the pillar G, and to install a graking 18 etc. under the upper float 5 to prevent entrainment, and to leave a gap so that the guide pillar and the upper float 5 and the lower float 6 do not contact each other. It is.

本発明のフロート式止水扉は、様々な水害に対して停電時にも無動力で無人で自然作動し効果的に止水能力を発揮する事から地下鉄や地下施設や会社工場や一般家屋や防潮堤など、水害が予想される地域や、様々な建築建造物の出入り口ないし通路等に設置され、その内部又は内側の設備や資産や人命を守る事ができて部品点数が少なく構造も簡素であるために定期点検も容易で、設置後の維持費も安価で耐用年数も長期であるため対費用効果にも優れたシステムである。
また、日常的に、人の出入りが多い施設では水位上昇に合わせ止水扉が上昇する作動設定が適し、地下鉄出入り口や地下施設などに利用できる。
また、カウンターウエイトを使用する止水扉は重量に制限がないため必要な強度を十分に確保できて、止水扉の全幅全高も自由に設計できる事から、大型施設や重要施設や発電所や工場倉庫の出入り口などに設置し対水没を考慮したシステムで内部設備や人命を守るために利用できる。
また、人や車両の通行の妨げにならず浸水する場合にのみ作動するため様々な施設や工場などの建造物や通路などに利用できる。
また、海岸沿線や河川付近や低地にある公共施設や公民館や工場倉庫に水没する事を想定した対水施工をして本発明のフロート式止水扉を設置する事により、津波や洪水発生時に内部の設備や資産を守る事と緊急避難所として利用できる。
また、通常利用している多くの施設が利用する事ができるために別に避難所を建設する必要がなく、現在ある多くの施設が設置対象となるので対費用効果に優れていて比較的短工期で設置する事ができるために短期間に多くの場所に難施設を設ける事ができる。
また、基本設計を同じくした複数の設定方法が実施できるシステムであるため製品としてある程度の規格化が可能となるので生産コストが低く抑えられる。
また、作動は人による操作が必要ないため作業員の人命も守られ避難活動や避難誘導活動などを集中して遂行できるようになるため、水害避難システムの一環として考えると、短時間に効率よく避難活動が行えるため本考案のフロート式止水扉による防水システムとしての利用可能生は大と解する。
Float type water stop doors of the present invention are subway, underground facilities, company factories, general houses, and tides because they can operate without power and unattended even during power outages due to various flood damages. It is installed in areas where flood damage is expected, such as dikes, entrances and passages of various buildings, etc., and it can protect the facilities, assets, and lives inside or inside, and has a small number of parts and a simple structure. Therefore, regular inspection is easy, the maintenance cost after installation is low, and the service life is long, so it is a cost-effective system.
Also, on a daily basis, in facilities where many people go in and out, an operation setting in which the water stop door rises as the water level rises is suitable, and it can be used for subway entrances and underground facilities.
In addition, the water stop doors that use counterweights are not limited in weight, so the necessary strength can be secured sufficiently, and the full width and height of the water stop doors can be freely designed. It can be used to protect internal facilities and human life with a system that is installed at the entrance and exit of a factory warehouse, taking into account flooding.
Moreover, since it operates only when it is submerged without impeding the passage of people and vehicles, it can be used for buildings and passages in various facilities and factories.
In addition, by installing the float-type water stop doors of the present invention and performing water-proof construction assuming submergence in coastal lines, near rivers, low-rise public facilities, public halls, and factory warehouses, in the event of a tsunami or flood It can be used as an emergency shelter for protecting internal equipment and assets.
In addition, since many facilities that are normally used can be used, there is no need to construct a separate shelter, and many existing facilities are targeted for installation, so it is cost-effective and has a relatively short construction period. It is possible to install difficult facilities in many places in a short time.
In addition, since the system can perform a plurality of setting methods with the same basic design, it can be standardized to some extent as a product, so that the production cost can be kept low.
In addition, since operation is not required by humans, the lives of workers can be protected and evacuation activities and evacuation guidance activities can be carried out in a concentrated manner. Because evacuation activities can be performed, it can be understood that the students who can use it as a waterproof system with the float type water stop door of the present invention are large.

1 止水扉本体
1a 平面部材
2 ガイド柱
3 ステップ部
4a シール部材a
4b シール部材b
5 上部フロート
6 下部フロート
7a メインガイドローラー
7b メインガイドローラー
8a 横方向ガイドローラー
8b 横方向ガイドローラー
9 補助ローラー
11 メイン滑車
12 ワイヤ角度補正用補助滑車
13 ワイヤ
14 ワイヤ取り付け部材
15 カウンターウエイト
16 カウンターウエイトガイド柱
17 防水カバー
18 グレーキング
19 施設屋根部
21 下部ストッパー
22 上部ストッパー
A 施設内部
B 施設側壁
B1 施設入り口の最高部
C 水槽
D 配水管
E 地表面
G 柱
Ha 水面1
Hb 水面2
Hc 水面3
J 水流1
K 水流2
F1 浮上開始位置1
F2 浮上開始位置2
Fa 止水扉の前面側
Ba 止水扉の背面側
Fb 設置位置の前方
Bb 設置位置の後方

DESCRIPTION OF SYMBOLS 1 Water stop door main body 1a Planar member 2 Guide pillar 3 Step part 4a Seal member a
4b Seal member b
5 Upper Float 6 Lower Float 7a Main Guide Roller 7b Main Guide Roller 8a Lateral Guide Roller 8b Lateral Guide Roller 9 Auxiliary Roller 11 Main Pulley 12 Wire Angle Correction Auxiliary Pulley 13 Wire 14 Wire Mounting Member 15 Counter Weight 16 Counter Weight Guide Pillar 17 Waterproof cover 18 Graying 19 Facility roof 21 Lower stopper 22 Upper stopper A Facility interior B Facility sidewall B1 Facility entrance highest part C Water tank D Water distribution pipe E Ground surface G Column Ha Water surface 1
Hb water surface 2
Hc water surface 3
J Water flow 1
K stream 2
F1 Ascent start position 1
F2 Ascent start position 2
Fa Front side of the water stop door Ba Back side of the water stop door Fb Front of the installation position Bb Rear of the installation position

Claims (5)

地表面下に設けた排水機能を有する水槽と、当該水槽内に立する一対のガイド柱と、当該ガイド柱に沿って昇降する止水扉を有し、止水扉の下部に下部フロートを、止水扉の上部に上部フロートをそれぞれ設け、水が前記水槽内に流入し排水能力を超えると、前記止水扉が、設定された浮上開始位置に応じて、前記下部フロートあるいは上部フロートの浮力により、水位とともに上昇しながら止水し、水位が下降するとともに下降し格納される、ことを特徴とする自然作動のフロート式止水扉システム。 A water tank having a drainage function provided under the ground surface, a pair of guide columns standing in the water tank, and a water stop door that moves up and down along the guide pillar, and a lower float at the lower part of the water stop door, When the upper float is provided at the upper part of the water stop door , and the water flows into the water tank and exceeds the drainage capacity, the water stop door moves to the buoyancy of the lower float or the upper float according to the set floating start position. The float-type water-stop door system of the natural operation characterized in that the water is stopped while rising with the water level, and the water level is lowered and lowered and stored. 地表面下に設けた排水機能を有する水槽と、当該水槽内に立する一対のガイド柱と、当該ガイド柱に沿って昇降する止水扉を有し、止水扉の下部に下部フロートを、止水扉の上部に上部フロートをそれぞれ設け、前記一対のガイド柱の少なくとも一方の上部側に滑車を設け、当該滑車を介して一方を前記止水扉に固定し他方にカウンターウエイトを吊るし、水が前記水槽内に流入し排水能力を超えると、前記止水扉が、設定された浮上開始位置に応じて、前記下部フロートあるいは上部フロートの浮力とにより、水位とともに上昇を開始し、前記カウンターウエイトの重量により、上昇を補強しながら止水し、水位が下降するとともに下降し格納される、ことを特徴とする自然作動のフロート式止水扉システム。 A water tank having a drainage function provided under the ground surface, a pair of guide columns standing in the water tank, and a water stop door that moves up and down along the guide pillar, and a lower float at the lower part of the water stop door, An upper float is provided on the upper part of the water stop door , a pulley is provided on at least one upper side of the pair of guide pillars, one is fixed to the water stop door through the pulley, and a counterweight is suspended on the other side. When the water flows into the water tank and exceeds the drainage capacity, the water stop door starts to rise together with the water level by the buoyancy of the lower float or the upper float according to the set floating start position, and the counterweight A naturally operated float-type water-stopping door system, wherein the water is stopped while reinforcing the rise due to the weight of the water, and the water level is lowered and lowered and stored. 上部フロート及び下部フロートの浮力をそれぞれ設定することで、止水扉の浮上開始位置を上部フロート又は下部フロートのどちらかの位置に設定できることが特徴の請求項1に記載のフロート式止水扉システム。 The float type water stop door system according to claim 1, wherein the levitation start position of the water stop door can be set to either the upper float or the lower float by setting the buoyancy of the upper float and the lower float. . 上部フロート及び下部フロートの浮力をそれぞれ設定することで、止水扉の浮上開始位置を上部フロート又は下部フロートのどちらかの位置に設定できることが特徴の請求項2に記載のフロート式止水扉システム。 The float type water stop door system according to claim 2, wherein the levitation start position of the water stop door can be set to either the upper float or the lower float by setting the buoyancy of the upper float and the lower float, respectively. . ガイド柱と止水扉を傾斜させて形成し、当該止水扉の前面をせり上がった水流が、止水扉に設けたステップ部を押し上げることで、水圧や水流の影響で作動不良になる事を防ぎ、安定して作動する事が特徴の請求項1あるいは請求項2のいずれかに記載のフロート式止水扉システム。
The guide column and the water stop door are slanted, and the water flow rising up the front surface of the water stop door pushes up the step provided on the water stop door, resulting in malfunction due to the water pressure and water flow. The float type water stop door system according to any one of claims 1 and 2, wherein the system operates stably.
JP2013035374A 2013-02-26 2013-02-26 Float type water stop door Expired - Fee Related JP5416292B1 (en)

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JP6089174B2 (en) * 2015-02-05 2017-03-08 株式会社三恵工作所 Water shielding device
KR101936539B1 (en) * 2018-04-02 2019-01-08 송준영 An automatic opening and closing floodgate device of A buoyant type for a waterway
JP7257720B2 (en) * 2018-11-27 2023-04-14 ホクセイ株式会社 Water stop unit
JP7203413B2 (en) * 2018-11-27 2023-01-13 ホクセイ株式会社 Water stop unit
KR102007679B1 (en) * 2019-04-05 2019-08-06 송영복 Underground electric cable connector equipment of power distribution)

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