JP3532462B2 - Buoyancy floor water stop device - Google Patents

Buoyancy floor water stop device

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Publication number
JP3532462B2
JP3532462B2 JP15825499A JP15825499A JP3532462B2 JP 3532462 B2 JP3532462 B2 JP 3532462B2 JP 15825499 A JP15825499 A JP 15825499A JP 15825499 A JP15825499 A JP 15825499A JP 3532462 B2 JP3532462 B2 JP 3532462B2
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Japan
Prior art keywords
water
pit
plate
water stop
primary
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Expired - Fee Related
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JP15825499A
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Japanese (ja)
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JP2000345537A (en
Inventor
勉 小田原
雄靖 大塚
浩 礒野
Original Assignee
勉 小田原
日本建鉄エンジニアリング株式会社
新興建材株式会社
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Priority to JP15825499A priority Critical patent/JP3532462B2/en
Publication of JP2000345537A publication Critical patent/JP2000345537A/en
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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、建築物の地上フロ
アや地下フロアの通路部分に設置して高潮、集中豪雨等
による室内床面や設置機器等への浸水事故を防止する浮
力式床面止水装置に関する。 【0002】 【従来の技術】高潮や集中豪雨の際、低地盤地帯の1階
部分をはじめ、地下フロア、地下道等が浸水することを
防ぐために、これらの入口部分に止水板を設置すること
が行われている。このような止水板は通常通路脇等に常
備され、降水情報等に基づいてこれを取り出してガイド
レールに嵌め込む形式のものが一般的であるが、いざ出
水というときに限られた保安要員で多数の止水板を短時
間のうちに設置して回るのはきわめて困難でかつ危険で
ある。そこで、止水板を電気等の動力で設置できるよう
にし、センサによる水位の検知や監視室からの集中指令
等によって止水を行う止水装置も多数提案されている。
しかしこれらも、万一浸水事故の際付近が停電していれ
ば役に立たないし、無人のため指令が出せず手遅れにな
る恐れもあり、かつ設備費用は膨大なものである。 【0003】このような問題点を解消し、出水の際特に
動力や人力、あるいは人間による操作を必要とせず、水
によって発生する浮力を利用して止水板を自動的に浮上
させるものが提案されている。一例として特開平7-1977
51号公報に記載されている防潮装置を図面により簡単に
説明する。図4はこの防潮装置を示す断面図で、Fは床
面、1Aは床面Fの下部に埋設された地中ピット、2Aは地
中ピット1A内に配置されたフロート、2はフロート2Aの
上面に取り付けられた止水板(防潮板)、14は止水板2
を昇降させるためその両脇に設けられた案内レール、15
は地中ピット1Aの底部に接続された排水管、11は地中ピ
ット1Aの天井部である床面に設けられた開口、4はこの
開口11に嵌めこまれたグレーチング(格子)、41はグレ
ーチング4の上部を覆って設けられた雨よけプレートで
ある。 【0004】高潮や集中豪雨で床面Fを越えて出水があ
ると、開口11から水が地中ピット1A内に侵入してフロー
ト2Aを浮上させるから、フロート2Aの上面に取り付けら
れた止水板2が案内レール14に沿って上昇し、床面Fよ
りも高い止水壁を形成するので、水が止水板2の上辺の
レベル(図のH.W.L.)まで上昇しても止水板2の内側に
は水が侵入しない。 【0005】出水がおさまって地中ピット1A内の水が排
水管15から自然流出するか、あるいは図示しない排水ポ
ンプで排水すれば、止水板2は下降して自動的に平常の
状態に復帰する。つぎに特開平9-31936号公報に記載さ
れているものを図面により説明する。図5はこの水防設
備の斜視図、図6は要部断面図で、図4と共通するもの
については同じ符号を使用する他、1はトラフ(溝)状
の集水ピット、21は止水板上面のカバープレートであ
る。 【0006】止水板2は水圧に対抗できるように金属等
の構造材の枠組みに発泡スチロール等の浮力の大きい浮
力材を組み合わせてパネル状に一体形成したものであ
る。この水防設備においても、図面から容易に理解され
るとおり平常時にはトラフ状の集水ピット1内に格納さ
れている止水板2が出水時は浮力により自動的に浮上し
て水の侵入を防止し、水がなくなれば止水板2は自動的
に集水ピット1内に格納される。 【0007】これら2例はいずれも出水時には初期に侵
入した水によって止水板が自然に浮上して止水作用を行
い、水がなくなれば止水板2は自然に平常状態に復帰す
るという点において出水の際いちいち操作を行ったり、
人力作業で止水板を設置したりする必要がなく、停電事
故にも無関係に作動するという効果を有するものではあ
るが、特開平7-197751号公報に記載されている防潮装置
においては地中ピットの構築にコストがかかる上にピッ
ト内の清掃、フロート2Aのメンテナンス等が困難である
という問題点がある。 【0008】また特開平9-31936号公報に記載されてい
る水防設備においては平常時に集水ピット1内に止水板
2が格納されているため浸水の初期に浮力を与えるだけ
の水が侵入するのに時間がかかり浮上が円滑に行われな
い上、集水ピット1内に土砂やごみが溜まってしまうと
水がなくなっても止水板2が完全に格納されないおそれ
があるなどの問題点がある。 【0009】 【発明が解決しようとする課題】本発明は、電気等の動
力や人間による操作を行うことなしに、出水時の初期に
自動的に浮上するものであって、かつ前記の問題点を解
消した浮力式止水板を実現することを目的とする。 【0010】 【課題を解決するための手段】本発明は、通路の床面に
埋設したトラフ状の集水ピットの内部に嵩比重を1以下
とした止水板を挿入するとともに前記集水ピットの近傍
に同じ床面に開口する1次ピットを設け、これら集水ピ
ットと1次ピットとを1次ピットの底部よりも高い位置
に設けた連通孔で接続し、前記止水板が浮上した状態で
水圧とともに前記集水ピット内で前記1次ピットと反対
側に押し付けられるよう、前記止水板の前記1次ピット
側側面下方位置にくさび状断面を有するウェッジプレー
トを取り付けたものである浮力式床面止水装置である。 【0011】 【発明の実施の形態】本発明によれば、浸入する水を利
用して浮力によって止水板が浮上するから、停電であっ
ても、また管理する人が不在でも確実に止水が行われ、
かつ水が引けば止水板は元の位置に戻るので、安価で確
実な止水装置が実現する。 【0012】 【実施例】以下本発明の実施例を図面により説明する。
図1は本発明の実施例を示す縦断面図、図2は部分水平
断面図で、これまでのものと共通するものについては同
一の符号を使用する他、12は集水ピット1の内面に止水
板2に向けて取り付けられた滑り部材、13は同じく集水
ピット1の内面に止水板2に向けて取り付けられたシー
ル部材、22は止水板2の側面に縦方向に取り付けられた
溝形材、23は同じく止水板2の側面下方位置に水平方向
に取り付けられたウエッジプレート、5は集水ピット1
の近傍に設けられた1次ピット、6は集水ピット1と1
次ピット5とを接続する連通孔である。 【0013】すなわちこの浮力式止水装置は、地下室の
入口等の通路の床面に、例えば通行方向と直角に埋設し
たトラフ状の集水ピット1の内部に嵩比重を1以下とし
た止水板2を挿入するとともに集水ピット1の近傍に同
じ床面に開口する1次ピット5を設け、集水ピット1と
1次ピット5とを1次ピットの底部よりも高い位置に設
けた連通孔6で接続して構成される。1次ピット5が床
面の通路部分に設けられる場合には、上面を適宜グレー
チング4等で覆って通行可能とする。 【0014】集水ピット1はトラフ状で、かつ内部は空
洞であるから、前記の特開平9-31936号公報に記載され
ている水防設備と比較して水の侵入は容易である。集水
ピット1内に水が浸入すると止水板2に浮力が発生し、
止水板2が上昇して止水壁を形成し、止水を行う。水が
排出されれば浮力が消滅するので止水板2が隙間内に下
降して平常状態に復帰する。集水ピット1内の水が自然
排出しないときは排水ポンプを使用する。 【0015】止水板2は、例えばアルミニウム板で直方
体状の箱体を作り内部に発泡ポリスチレン(通称発泡ス
チロール)を充填して嵩比重を1以下としてあるが、発
泡樹脂や発泡性軽量コンクリート等を板状に成形したも
の、あるいは木製の板材でもよい。連通孔6は1次ピッ
ト5の底部ではなく、やや上部の位置とすることが望ま
しい。そして1次ピット5に適宜排水口等を設けておく
ことにより、通常の降雨時には連通孔6の高さまで水位
が上昇しないから、集水ピット1へ水が流入せず、止水
板2が浮上することはない。また豪雨、高潮時に水流が
波動となって押し寄せても、水が1次ピット5を経由し
た後に集水ピット1に流入するから波動が平均化され、
止水板2がより円滑に上昇する。 【0016】止水板2の昇降を円滑、かつ確実なものと
するため、集水ピット1の側壁に案内レール14を縦方向
に取り付けて止水板2の溝形材22に係合させるととも
に、同じく集水ピット1の側壁の適当箇所に、昇降する
止水板2の側面に接触回転するボールキャスタ、戸車等
の滑り部材12を取り付けることが望ましい。図1では滑
り部材12を右側上部のみに示しているが、左右両側、上
下など可能な限り多数設けることが好ましい。なお浮上
の際止水板2が傾いたり、異物が噛みこんだりすると正
常に上昇しないおそれがあるので、案内レール14と溝形
材22とのすきまは十分とることが必要である。さらに異
物の侵入を防止するため案内レール14の上面等の適当な
箇所にカバーを設けることも有効である。また案内レー
ル14と溝形材22との取り付けを逆にして、集水ピット1
の側壁に溝形材、止水板2の側面に案内レールを設けて
もよいことはいうまでもない。 【0017】また集水ピット1の手前に1次ピット5を
設けたことにより、濁流中の土砂や浮遊物の大部分が1
次ピット5内に滞留して集水ピット1には侵入せず、止
水板2の円滑な浮上を妨げることがなく、かつ両ピット
とも清掃が容易である。さらに連通孔6の部分にパンチ
メタル等の簡単なストレーナを設けることにより集水ピ
ット1へのゴミの侵入をより完全に防止することができ
る。1次ピット5は集水ピット1の近傍で同じ床面に開
口するものであれば特に平行である必要はなく、また2
箇所以上に分割されていてもよい。 【0018】止水板2の浮上を適当な位置で止めるため
のストッパを設けることが望ましいが、この実施例では
止水板2の側面下方位置に水平方向にくさび状断面を有
するウエッジプレート23を取り付けて滑り部材12に係止
されるようにし、止水板2を集水ピット1の側壁に押し
付けて止水性を向上させるようにしてある。また図示し
ないが、止水板2が浮上上限位置にあるとき作動するブ
ザーや表示灯等の警報装置を設けるようにすれば、通行
止めの信号となると同時に止水板が作動していることを
遠方から確認することができるので好都合である。 【0019】図1はピット内に水のない平常時の状態を
示したものであるが、出水して止水板2が浮上した状態
を図3の縦断面図に示した。図3ではウエッジプレート
23が滑り部材12に係止され、水圧とともに止水板2が反
対側に押しつけられ、シール部材13により図の左側に対
して止水が図られている。水が止水板2の上辺のレベル
(図のH.W.L.)まで上昇しても止水板2の内側、図3に
おける左側には水が侵入しない。 【0020】本発明は以上のように構成されるから設備
費も少なく格別動力等を必要としないので、一般のビル
の地下室や地下駐車場はもとより、管理態勢の取りにく
い一般地下道や地下鉄の出入口等にひろく採用が可能で
ある。なお本発明の浮力式床面止水装置は以上説明した
ように何ら操作を行わなくても自動的に作動するもので
はあるが、大雨洪水警報等で浸水が事前に予想される場
合に、集水ピット1内に意図的に注水して止水板2を予
め上昇させておくことは可能である。 【0021】 【発明の効果】本発明によれば、安価でかつ無人で確実
に作動する止水装置が実現し、浸水事故が防止されると
いうすぐれた効果を奏する。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is applied to a passage on a ground floor or a basement floor of a building, and is applied to an indoor floor surface or installation equipment due to storm surge, heavy rain, etc. The present invention relates to a buoyancy-type floor water stopping device for preventing inundation accidents. 2. Description of the Related Art In order to prevent flooding of the ground floor, underground floors, underpasses, etc., including the first floor of a low ground area during storm surges and torrential downpours, a water stop plate is installed at these entrances. Has been done. Such a water stop board is usually provided at the side of a passage, etc., and it is common to take it out based on rainfall information etc. and fit it into a guide rail, but security personnel who are limited in case of flooding It is extremely difficult and dangerous to install and rotate a large number of water stoppages in a short time. In view of this, there have been proposed a large number of water stop devices that enable the water stop plate to be installed by power such as electricity and that stop water by detecting a water level by a sensor or a centralized command from a monitoring room.
However, these are useless if there is a power outage near the flood in the event of an inundation accident, and there is a risk that it will be too late to issue a command due to unmanned operation, and the equipment cost is enormous. It has been proposed to solve such a problem and to automatically float a water stoppage plate by utilizing buoyancy generated by water without requiring power, manpower, or human operation particularly at the time of flooding. Have been. JP-A-7-1977 as an example
The tide device described in Japanese Patent Publication No. 51 will be briefly described with reference to the drawings. FIG. 4 is a cross-sectional view showing the tide preventing device, wherein F is a floor surface, 1A is an underground pit buried under the floor surface F, 2A is a float disposed in the underground pit 1A, and 2 is a float 2A. Water stop board (tide board) attached to the upper surface, 14 is a water stop board 2
Guide rails provided on both sides to raise and lower the
Is a drain pipe connected to the bottom of the underground pit 1A, 11 is an opening provided on the floor which is the ceiling of the underground pit 1A, 4 is a grating (lattice) fitted into the opening 11, 41 is It is a rain shield plate provided to cover the upper part of the grating 4. If water flows over the floor F due to high tide or heavy rain, water enters the underground pit 1A from the opening 11 and floats the float 2A, so that the water stoppage attached to the upper surface of the float 2A Since the plate 2 rises along the guide rails 14 and forms a water blocking wall higher than the floor F, even if the water rises to the level of the upper side (HWL in the figure) of the water stopping plate 2, No water enters the interior of the building. [0005] When the water is stopped and the water in the underground pit 1A naturally flows out of the drain pipe 15 or is drained by a drain pump (not shown), the water stop plate 2 descends and automatically returns to a normal state. I do. Next, what is described in JP-A-9-31936 will be described with reference to the drawings. FIG. 5 is a perspective view of the flood control equipment, FIG. 6 is a cross-sectional view of a main part, and the same reference numerals are used for those common to FIG. 4, and 1 is a trough-shaped water collecting pit, and 21 is water stoppage. This is a cover plate on the upper surface of the plate. The water stop plate 2 is formed integrally with a framework of a structural material such as metal and a buoyant material having a large buoyancy such as styrene foam so as to resist water pressure. In this flood protection equipment, as can be easily understood from the drawings, the water stop plate 2 stored in the trough-shaped water collection pit 1 in normal times automatically floats by buoyancy when water comes out to prevent water intrusion. When the water runs out, the water stop plate 2 is automatically stored in the water collecting pit 1. Both of these two examples are characterized in that the water stoppage plate naturally rises due to the water that has entered at the beginning of the water discharge and performs the water stopping action, and the water stoppage plate 2 naturally returns to the normal state when the water runs out. In the flooding in the operation,
It is not necessary to install a water stop plate by manual work, and it has the effect of operating regardless of a power outage accident.However, in the tide device described in Japanese Patent Application Laid-Open No. The construction of the pit is costly, and it is difficult to clean the pit and maintain the float 2A. In the flood control system described in Japanese Patent Application Laid-Open No. 9-31936, the water stoppage plate 2 is stored in the water collecting pit 1 during normal times, so that water that gives buoyancy in the initial stage of flooding enters. It takes a long time to perform the ascent, the ascent is not performed smoothly, and if sediment or dirt accumulates in the water collection pit 1, the water stop plate 2 may not be completely stored even if the water runs out. There is. SUMMARY OF THE INVENTION The present invention automatically floats at the beginning of flooding without power such as electricity or human operation, and has the above problem. It is an object of the present invention to realize a buoyancy type water stoppage which eliminates the problem. According to the present invention, there is provided a water collecting pit having a bulk specific gravity of 1 or less inserted into a trough-shaped water collecting pit buried in a floor of a passage. A primary pit opening on the same floor is provided near the pit, and the water collecting pit and the primary pit are positioned higher than the bottom of the primary pit.
The water blocking plate is connected to the side opposite to the primary pit in the water collecting pit together with the water pressure in a state where the water stopping plate floats, so that the water stopping plate is located below the side of the primary pit side. This is a buoyancy type floor water stop device to which a wedge plate having a wedge-shaped cross section is attached at a position. According to the present invention, the water stoppage plate floats by buoyancy utilizing the intruding water, so that the water stoppage is ensured even in the event of a power outage or in the absence of a managing person. Is done,
In addition, when the water drains, the water stop plate returns to the original position, so that an inexpensive and reliable water stop device is realized. An embodiment of the present invention will be described below with reference to the drawings.
FIG. 1 is a longitudinal sectional view showing an embodiment of the present invention, FIG. 2 is a partial horizontal sectional view, and the same reference numerals are used for those common to the conventional ones. A sliding member attached to the water stop plate 2, 13 is a seal member also attached to the water stop plate 2 on the inner surface of the water collecting pit 1, and 22 is a vertical member attached to a side surface of the water stop plate 2. 23 is a wedge plate which is also mounted horizontally below the water stop plate 2 and 5 is a water collection pit 1
Primary pits provided near the pits.
This is a communication hole connecting the next pit 5. That is, this buoyancy type water stopping device is a water stopping device having a bulk specific gravity of 1 or less inside a trough-shaped water collecting pit 1 buried in a floor surface of a passage such as an entrance of a basement, for example, at right angles to a traffic direction. A primary pit 5 opening on the same floor is provided near the water collecting pit 1 with the plate 2 inserted, and the water collecting pit 1 and the primary pit 5 are set at a position higher than the bottom of the primary pit.
It is configured by connecting with the girder communication hole 6. When the primary pit 5 is provided in a passage portion on the floor surface, the upper surface is appropriately covered with a grating 4 or the like to allow passage. Since the water collecting pit 1 is trough-shaped and has a hollow inside, water can easily penetrate as compared with the flood control equipment described in Japanese Patent Application Laid-Open No. 9-31936. When water enters the water collecting pit 1, buoyancy is generated in the water stop plate 2,
The water stop plate 2 rises to form a water stop wall, and performs water stop. When the water is discharged, the buoyancy disappears, so that the water stop plate 2 descends into the gap and returns to the normal state. If the water in the collection pit 1 does not drain naturally, use a drainage pump. The water blocking plate 2 is made of, for example, an aluminum plate and is made of a rectangular parallelepiped box and filled with expanded polystyrene (commonly called expanded polystyrene) to have a bulk specific gravity of 1 or less. It may be formed into a plate or a wooden plate. It is desirable that the communication hole 6 is located not at the bottom of the primary pit 5 but at a position slightly above it. By providing a drain port or the like in the primary pit 5 as appropriate, the water level does not rise to the height of the communication hole 6 during normal rainfall, so that water does not flow into the water collecting pit 1 and the water stop plate 2 rises. I will not. In addition, even if the water current becomes a wave during heavy rain or high tide, the water flows into the water collecting pit 1 after passing through the primary pit 5, and the wave is averaged.
The water stop plate 2 rises more smoothly. In order to smoothly and securely raise and lower the water blocking plate 2, a guide rail 14 is vertically attached to a side wall of the water collecting pit 1 so as to engage with the channel 22 of the water blocking plate 2. Similarly, it is desirable to attach a sliding member 12 such as a ball caster or a door roller that rotates in contact with the side surface of the water blocking plate 2 that rises and falls at an appropriate position on the side wall of the water collecting pit 1. In FIG. 1, the sliding member 12 is shown only on the upper right side. If the water stop plate 2 is tilted or a foreign object gets stuck during the floating operation, there is a possibility that the water stop plate 2 will not rise normally. Therefore, it is necessary to provide a sufficient clearance between the guide rail 14 and the channel member 22. Further, it is also effective to provide a cover at an appropriate place such as the upper surface of the guide rail 14 in order to prevent entry of foreign matter. The installation of the guide rail 14 and the channel 22 is reversed, and the water collecting pit 1
It is needless to say that the channel may be provided on the side wall and the guide rail may be provided on the side surface of the water stop plate 2. The provision of the primary pit 5 in front of the water collection pit 1 allows most of the sediment and suspended matter in the muddy flow to be reduced to 1%.
It stays in the next pit 5 and does not enter the water collecting pit 1, does not hinder the smooth floating of the water stop plate 2, and both pits are easy to clean. Further, by providing a simple strainer such as a punch metal at the portion of the communication hole 6, it is possible to more completely prevent intrusion of dust into the water collecting pit 1. The primary pit 5 does not need to be particularly parallel as long as it is open to the same floor near the water collecting pit 1.
It may be divided into more than parts. It is desirable to provide a stopper for stopping the floating of the water stop plate 2 at an appropriate position. In this embodiment, a wedge plate 23 having a horizontal wedge-shaped cross section is provided at a position below the side surface of the water stop plate 2. The water stop plate 2 is pressed against the side wall of the water collecting pit 1 so as to improve the water stoppage. Although not shown, if an alarm device such as a buzzer or an indicator light that is activated when the water stop plate 2 is at the upper floating limit position is provided, it becomes a signal to stop the traffic, and at the same time, the remote stop operation of the water stop plate is performed. It is convenient because it can be confirmed from. FIG. 1 shows a normal state in which there is no water in the pit. FIG. 3 is a longitudinal sectional view showing a state in which the water stops and the water stop plate 2 floats. Fig. 3 shows a wedge plate
23 is locked to the sliding member 12, the water stop plate 2 is pressed against the opposite side with the water pressure, and the water is stopped by the seal member 13 on the left side of the figure. Even if the water rises to the level (HWL in the figure) on the upper side of the water stop plate 2, water does not enter the inside of the water stop plate 2 and the left side in FIG. Since the present invention is constructed as described above, the equipment cost is small and no special power is required. Therefore, not only the basement and the underground parking lot of a general building, but also the general underpass and the entrance and exit of a subway which are difficult to manage. It is possible to adopt widely. Although the buoyancy-type floor water stoppage device of the present invention operates automatically without any operation as described above, if the inundation is expected in advance due to a heavy rain flood warning, etc. It is possible to intentionally inject water into the water pit 1 and raise the water stop plate 2 in advance. According to the present invention, an inexpensive, unmanned and securely operated water stop device is realized, and an excellent effect of preventing a flood accident is achieved.

【図面の簡単な説明】 【図1】本発明の実施例を示す浮力式止水装置の縦断面
図である。 【図2】本発明の実施例を示す浮力式止水装置の部分水
平断面図である。 【図3】本発明の実施例の作動状態を示す浮力式止水装
置の縦断面図である。 【図4】従来の技術を示す防潮装置の断面図である。 【図5】他の従来の技術を示す水防装置の斜視図であ
る。 【図6】同じく他の従来の技術を示す水防装置の要部断
面図である。 【符号の説明】 1 集水ピット 1A 地中ピット 2 止水板 2A フロート 4 グレーチング 5 1次ピット 6 連通孔 11 開口 12 滑り部材 13 シール部材 14 案内レール 15 排水管 21 カバープレート 22 溝形材 23 ウエッジプレート F 床面
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view of a buoyancy type water stop device showing an embodiment of the present invention. FIG. 2 is a partial horizontal cross-sectional view of a buoyancy type water stop device showing an embodiment of the present invention. FIG. 3 is a longitudinal sectional view of a buoyancy type water stop device showing an operation state of the embodiment of the present invention. FIG. 4 is a cross-sectional view of a tide device showing a conventional technique. FIG. 5 is a perspective view of a flood control device showing another conventional technique. FIG. 6 is a sectional view of a main part of a flood control device showing another conventional technique. [Description of Signs] 1 Water collecting pit 1A Underground pit 2 Water stop plate 2A Float 4 Grating 5 Primary pit 6 Communication hole 11 Opening 12 Sliding member 13 Sealing member 14 Guide rail 15 Drain pipe 21 Cover plate 22 Channel member 23 Wedge plate F Floor surface

フロントページの続き (72)発明者 大塚 雄靖 東京都文京区後楽1−4−25 日建エン ジニアリングサービス株式会社内 (72)発明者 礒野 浩 石川県金沢市桜田町タ30番地 新興建材 株式会社内 (56)参考文献 特開 平11−2077(JP,A) 特開 平7−197751(JP,A) 特開 昭61−49013(JP,A) 実公 平7−24548(JP,Y2) (58)調査した分野(Int.Cl.7,DB名) E02B 7/20 E02B 7/50 E06B 5/00 Continuing on the front page (72) Inventor Yuyasu Otsuka 1-4-25 Koraku, Bunkyo-ku, Tokyo Nikken Engineering Service Co., Ltd. (72) Inventor Hiroshi Isono 30 Sakurada-cho, Kanazawa-shi, Ishikawa Pref. In-company (56) References JP-A-11-2077 (JP, A) JP-A-7-197751 (JP, A) JP-A-61-49013 (JP, A) JP-A-7-24548 (JP, Y2 (58) Fields surveyed (Int.Cl. 7 , DB name) E02B 7/20 E02B 7/50 E06B 5/00

Claims (1)

(57)【特許請求の範囲】 【請求項1】 通路の床面に埋設したトラフ状の集水ピ
ット(1)の内部に嵩比重を1以下とした止水板(2)
を挿入するとともに前記集水ピット(1)の近傍に同じ
床面に開口する1次ピット(5)を設け、これら集水ピ
ット(1)と1次ピット(5)とを1次ピット(5)の
底部よりも高い位置に設けた連通孔(6)で接続し、
記止水板(2)が浮上した状態で水圧とともに前記集水
ピット(1)内で前記1次ピット(5)と反対側に押し
付けられるよう、前記止水板(2)の前記1次ピット
(5)側側面下方位置にくさび状断面を有するウェッジ
プレート(23)を取り付けたものである浮力式床面止水
装置。
(1) A water blocking plate (2) having a bulk specific gravity of 1 or less inside a trough-shaped water collecting pit (1) embedded in a floor of a passage.
Primary pit opening to the same floor in the vicinity of the water collecting pit is inserted a (1) (5) provided, these water collecting pit (1) the primary pit (5) and the primary pit (5 )of
Connected by a communication hole (6) provided at a position higher than the bottom , with the water stoppage plate (2) floating with the water pressure in the water collection pit (1) on the opposite side to the primary pit (5). A buoyancy type water stop device having a wedge plate (23) having a wedge-shaped cross section attached to a position below a side surface of the water stop plate (2) on the side of the primary pit (5) so as to be pressed against the water stop plate (2).
JP15825499A 1999-06-04 1999-06-04 Buoyancy floor water stop device Expired - Fee Related JP3532462B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15825499A JP3532462B2 (en) 1999-06-04 1999-06-04 Buoyancy floor water stop device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15825499A JP3532462B2 (en) 1999-06-04 1999-06-04 Buoyancy floor water stop device

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Publication Number Publication Date
JP2000345537A JP2000345537A (en) 2000-12-12
JP3532462B2 true JP3532462B2 (en) 2004-05-31

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JP2008069566A (en) * 2006-09-14 2008-03-27 Masatoshi Okura Movable impervious wall
JP4880544B2 (en) * 2007-08-10 2012-02-22 大日産業株式会社 Waterproof door device
NL1035546C2 (en) * 2008-05-13 2009-11-16 Den Noort Innovations B V Van Self-closing flood barrier and method for protecting a hinterland using the same.
KR100865369B1 (en) 2008-06-13 2008-10-24 오상화 Overflowing prevention device for better view of river
GB2465346A (en) * 2008-11-12 2010-05-19 Jack Bennett Raisable flood barrier with sealing and guiding means
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