JP2000087399A - Structure having water-impervious wall - Google Patents

Structure having water-impervious wall

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Publication number
JP2000087399A
JP2000087399A JP10260621A JP26062198A JP2000087399A JP 2000087399 A JP2000087399 A JP 2000087399A JP 10260621 A JP10260621 A JP 10260621A JP 26062198 A JP26062198 A JP 26062198A JP 2000087399 A JP2000087399 A JP 2000087399A
Authority
JP
Japan
Prior art keywords
water
water tank
wall
impermeable wall
tank
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10260621A
Other languages
Japanese (ja)
Inventor
Kazushiro Hayashi
和志郎 林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10260621A priority Critical patent/JP2000087399A/en
Publication of JP2000087399A publication Critical patent/JP2000087399A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a structure which can elevate a water-impervious wall according to the elevation of the water level, in the case of the elevation of the water level. SOLUTION: This structure comprises a water bath portion 1 having an introducing means which is capable of externally introducing water and having its upper surface opened, and a water-impervious wall 10 formed of a material which is lighter in gravity than water. When water is introduced from the introducing means into the water bath 1, the impervious wall 10 functions as a dike, a wall, or the like which can prevent water from entering from the outside by elevating the impervious wall 10 by the buoyancy.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、水位の上昇時
や、災害などの増水時に、水位の上昇に応じて遮水壁体
を自動的に上昇させるようにした遮水壁体を有する構造
体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure having a water impervious wall which automatically raises the water impervious wall according to the rise of the water level when the water level rises or the water level rises due to a disaster or the like. About.

【0002】[0002]

【従来の技術】従来、例えば台風、集中豪雨などにより
海や河川、湖などの水位が急激に上昇し警戒水位を超え
る虞れがある場合などにおいて、人為的に土嚢を堤防に
積上げるなどの応急作業が行われているが、手間と時間
のかかる難作業となっている。また、水その他の液体を
入れる容器においても、収納する液体の量が増加する場
合に、容器の容量は一定であるので、大量の液体が導入
されると容器から溢れてしまう。
2. Description of the Related Art Conventionally, for example, when the water level of the sea, river, lake, etc. rises suddenly due to a typhoon, a torrential rain, and the like, and there is a possibility that the warning water level may be exceeded, for example, sandbags are artificially piled up on a dike. Although emergency work is being performed, it is a difficult and time-consuming task. Also, in a container for storing water and other liquids, when the amount of liquid to be stored increases, the capacity of the container is constant. Therefore, when a large amount of liquid is introduced, the container overflows.

【0003】[0003]

【発明が解決しようとする課題】この発明は上記事情に
鑑みてなされたものであって、その主たる課題は、水位
が上昇した場合に、これに応じて遮水壁体を上昇させる
ことができる遮水壁体を有する構造体を提供することに
ある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and its main problem is that when the water level rises, the water-impermeable wall can be raised accordingly. An object of the present invention is to provide a structure having a water impermeable wall.

【0004】[0004]

【課題を解決するための手段】この発明はそのため、上
記課題を解決するために、請求項1の発明では、外部か
ら水を導入可能な導入手段を有し、上面が開口した水槽
部と、該水槽部内に出没可能に内蔵され、水より比重が
軽い素材で形成された遮水壁体とからなって、導入手段
から水が水槽部内に導入されると、遮水壁体を浮力によ
り上昇させて水の浸入を防ぐ壁体として機能させる、と
いう技術的手段を講じている。また、請求項2の発明で
は、前記水槽部の水に接する側で所定高さに導入口を設
け、水位が所定高さを超えると水槽部内に水が導入され
て遮水壁体を上昇させてなる、という技術的手段を講じ
ている。請求項3の発明では、請求項2の構成に加え
て、前記水槽部の内底部に窪み部を設け、該窪み部の水
は、揚水ポンプで外部へ排出可能となっている、という
技術的手段を講じている。また、請求項4の発明では、
前記水槽部の水に接する側で下方位置に導入口を設け、
上方位置に排水口を設けてなる、という技術的手段を講
じている。更に、請求項5の発明では、前記水槽部の上
部または遮水壁体に水槽部内に連通する水出入口を設け
てなる、という技術的手段を講じている。また、請求項
6の発明では、前記遮水壁体が水槽部から抜け出ないよ
うに抜止手段が設けられている、という技術的手段を講
じている。更に、請求項7の発明では、水槽部が、建造
物の周囲を覆うように平面枠状に形成されてなる、とい
う技術的手段を講じている。また、請求項8の発明で
は、水その他の液体を導入可能な導入手段を有し、上面
が開口した水槽部を外周に沿って有する容器と、該水槽
部内に出没可能に内蔵され、水その他の液体より比重が
軽い素材で形成された遮水壁体とからなって、導入手段
から水その他の液体が水槽部内に導入されると、遮水壁
体を浮力により上昇させて水その他の液体の浸入を防ぐ
壁体として機能させる、という技術的手段を講じてい
る。
According to the present invention, in order to solve the above-mentioned problems, according to the first aspect of the present invention, there is provided a water tank having an introduction means capable of introducing water from the outside and having an open upper surface; The water impervious wall is made of a material having a specific gravity lower than that of water and is built into the water tank so that it can protrude and retract. When water is introduced into the water tank from the introduction means, the water impervious wall rises by buoyancy. It is taking technical measures to make it function as a wall to prevent water from entering. Further, in the invention of claim 2, an inlet is provided at a predetermined height on the side of the water tank that comes into contact with water, and when the water level exceeds a predetermined height, water is introduced into the water tank and the impermeable wall is raised. Is taking the technical steps of: According to the third aspect of the present invention, in addition to the configuration of the second aspect, a dent is provided in the inner bottom of the water tank, and the water in the dent can be discharged to the outside by a water pump. Take steps. In the invention of claim 4,
Providing an inlet at a lower position on the side of the water tank portion that contacts the water,
Technical measures have been taken to provide a drain at the upper position. Further, in the invention of claim 5, a technical means is provided in which a water inlet / outlet communicating with the inside of the water tank is provided in the upper part of the water tank or the impermeable wall. Further, in the invention of claim 6, a technical means is provided in which a retaining means is provided so that the impermeable wall body does not come out of the water tank portion. Further, in the invention of claim 7, a technical measure is taken that the water tank portion is formed in a flat frame shape so as to cover the periphery of the building. Further, according to the invention of claim 8, a container having an introduction means capable of introducing water or other liquid, having a water tank portion having an open upper surface along the outer periphery, and being built in the water tank portion so as to be able to come and go, Water and other liquids are introduced into the water tank from the introduction means, and the water and other liquids are raised by buoyancy. It is taking technical measures to make it function as a wall to prevent infiltration.

【0005】[0005]

【発明の実施の形態】以下に、この発明の遮水壁体を有
する構造体を堤防に適用した好適実施例について図面を
参照しながら説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment in which a structure having a water impermeable wall according to the present invention is applied to a dike will be described below with reference to the drawings.

【0006】図1に示す構造体は堤防として機能するも
ので、断面アングル状の水槽部1と、遮水壁体10とか
らなっている。水槽部1は、コンクリート材等で上面が
開口1aする箱状に形成されており、一定の長さで延出
し、あるいは無端に形成される。
The structure shown in FIG. 1 functions as an embankment, and comprises a water tank 1 having an angled cross section and a water-blocking wall 10. The water tank unit 1 is formed of a concrete material or the like and is formed in a box shape having an opening 1a on the upper surface, and extends at a fixed length or is formed endlessly.

【0007】この水槽部1の外側で水と接する側の壁面
21には、その下方位置に導入口2が設けられており、
上方位置に排水口3が設けられている。この導入口3の
位置は、本実施例の場合、これに近接する海や川、湖な
どの危険水位よりやや高い位置に設定されている。
An inlet 2 is provided at a position below the wall surface 21 on the side outside of the water tank 1 and in contact with water.
A drain port 3 is provided at an upper position. In the case of the present embodiment, the position of the inlet 3 is set at a position slightly higher than the dangerous water level of the sea, river, lake, or the like adjacent thereto.

【0008】次ぎに、遮水壁体10は、発泡スチレン材
その他の水より比重が軽い素材で形成されており、水圧
に耐えうる所定の強度を有するように厚肉のブロック体
からなっている。遮水壁体10は、本実施例では、発泡
スチレン材を芯材10aとしその外周を遮水シート10
bで覆って密封したものを用いたが、プラスチック製の
籠状容器を連結したものでもよく、その素材や構造はこ
の発明では特に限定されず、要するに水に対して浮力を
有していればよい。
Next, the impermeable wall 10 is made of a foamed styrene material or other material having a specific gravity lower than that of water, and is made of a thick block so as to have a predetermined strength capable of withstanding water pressure. . In the present embodiment, the water impermeable wall 10 is made of a foamed styrene material as the core material 10a and the outer periphery thereof is impermeable to the water impermeable sheet 10a.
Although the one sealed by covering with b was used, a plastic basket-shaped container may be connected, and the material and structure are not particularly limited in the present invention. Good.

【0009】従って、図2に示すように、外部の水位が
上昇し導入口3の位置を超えると、導入口3から水槽部
1内に水が流入する。そして外部の水位の上昇に伴って
水槽部1内の水位が上昇すると、遮水壁体10は一種の
フロートとして機能し、水槽部1の内壁面にガイドされ
ながら真上に摺動して上がる。ここで、水槽部1内で遮
水壁体10の下部は水面下となるが上部が水面上に突出
した状態で上昇していく。
Therefore, as shown in FIG. 2, when the external water level rises and exceeds the position of the inlet 3, water flows into the water tank 1 from the inlet 3. When the water level in the water tank 1 rises with the rise of the external water level, the impermeable wall 10 functions as a kind of float, and slides right upward while being guided by the inner wall surface of the water tank 1. . Here, in the water tank part 1, the lower part of the impermeable wall body 10 is below the water surface, but rises with the upper part protruding above the water surface.

【0010】また、水槽部1内の水位が上昇して排水口
3の位置にくると、水槽部1内の水は排水口3を介して
外部へと排水されるので、外部の水位が更に上昇しても
遮水壁体10の上昇はストップする。外部の水位が上が
って排水口3を超え、更に水槽部1を超えても、遮水壁
体10の下部はまだ水槽部1内の水中にある。更に、水
位が上がって水槽部1を超えると上昇した遮水壁体10
に外側から水圧がかかり、遮水壁体10は下部での水槽
部1内に嵌挿している部分での掛止によってこれを受け
て堤防として機能する。
When the water level in the water tank 1 rises and reaches the position of the drain port 3, the water in the water tank 1 is drained to the outside through the drain port 3, so that the external water level further increases. Even if it rises, the rise of the impermeable wall 10 stops. Even if the outside water level rises and exceeds the drain port 3 and further beyond the water tank part 1, the lower part of the water-blocking wall body 10 is still in the water in the water tank part 1. Further, when the water level rises and exceeds the water tank portion 1, the water impervious wall body 10 rises.
Water pressure is applied from the outside to the water impervious wall body 10, and the impermeable wall body 10 functions as a dyke by receiving this by being hooked at the lower part fitted in the water tank part 1.

【0011】そのため、遮水壁体10は、少なくとも下
部において水槽部1内壁と衝合して水圧荷重を受けるの
でこれに耐えうる強度を有する必要がある。遮水壁体1
0は全体の強度を高めてもよいが、下部のみに金属板の
カバーを設けるなどの補強をして高強度とする構造とし
てもよい。また、遮水壁体10が貯水部1から外れない
ように、水槽部1を蟻溝形状としておき、遮水壁体10
を上記蟻溝形状に対応するよう下部に拡大した抜止基部
を設けておけば、遮水壁体10の抜け止めを一層確実に
行うことができる。
For this reason, the water-blocking wall body 10 must have a strength capable of withstanding the water pressure load at least at the lower portion against the inner wall of the water tank part 1 and receiving the water pressure load. Impermeable wall 1
Although 0 may increase the overall strength, it may be a structure having a high strength by reinforcing such as providing a cover of a metal plate only at a lower portion. Also, the water tank 1 is formed in a dovetail shape so that the impermeable wall 10 does not come off from the water storage section 1.
By providing an enlarged retaining base at the bottom corresponding to the above-mentioned dovetail shape, it is possible to more reliably prevent the impermeable wall 10 from coming off.

【0012】この構造体は、直接に堤防として海や河川
の岸に沿って設けてよいが、図3および図4に示すよう
に、建物などの建造物40の周囲に設けるものであって
もよい。この実施例では、岸50より離れた位置に高台
30を形成し、その高台30の外周に沿って無端で平面
矩形枠状となるように溝からなる貯水部1が形成されて
いる。この貯水部1内には、延出方向に沿って複数に分
割された遮水壁体10が収納されている。符号8は、遮
水壁体10を保護するためのフェンスである。
This structure may be directly provided along the shore of the sea or river as a dike, but may be provided around a building 40 such as a building as shown in FIGS. Good. In this embodiment, a hill 30 is formed at a position distant from the shore 50, and a water storage section 1 formed of a groove is formed along the outer periphery of the hill 30 so as to have an endless flat rectangular frame shape. In the water storage part 1, a plurality of water-blocking walls 10 divided along the extending direction are accommodated. Reference numeral 8 is a fence for protecting the impermeable wall 10.

【0013】従って、岸50を超えて浸水した場合に、
前記と同様に水位が導入口2に達すると水槽部1内へ水
を導入して遮水壁体10を上昇する水位に応じて排水口
3位置まで上昇させる。遮水壁体10はその位置で水槽
部1内に保持されるので、外部の増水による水位の上昇
があっても遮水壁体10が堤防として機能して建造物を
浸水から護ることができる。なお、増水が引いて外部の
水位が下がると、貯水部1内に溜まった水も導入口2を
介して外部へ排水されるので、遮水壁体10は下降し、
元のように水槽部1内に収納される。
[0013] Therefore, when flooded beyond the shore 50,
When the water level reaches the inlet 2 in the same manner as described above, water is introduced into the water tank portion 1 and the impermeable wall 10 is raised to the position of the drain 3 according to the rising water level. Since the impermeable wall 10 is held in the water tank portion 1 at that position, the impermeable wall 10 functions as a dike to protect the building from flooding even if the water level rises due to external water increase. . When the water level rises and the external water level drops, the water accumulated in the water storage part 1 is also drained to the outside through the inlet 2, so that the impermeable wall 10 descends,
It is stored in the water tank 1 as before.

【0014】図5および図6に示す構造体は、導水口を
上部に設けた異なる実施例を示す。この構造体では、水
槽部1に導入口や排水口を設けない。そして、遮水壁体
10に断面コ状の切欠部11を形成して、水槽部1との
間に上下に貫通する連通溝5を形成する。上記構成から
なるので、連通溝5にホースHを通してポンプで水を注
入する等して、貯水部1内の水位を上昇させて遮水壁体
10を上昇させることができる。同様に揚水ポンプで水
を排水する等して貯水部1内の水位を下降させて遮水壁
体10を下降させることができる。尚、図中6は水槽部
の底面に形成された窪み部である。
The structure shown in FIGS. 5 and 6 shows a different embodiment in which a water inlet is provided at the top. In this structure, the water tank 1 is not provided with an inlet or a drain. Then, a notch 11 having a U-shaped cross section is formed in the impermeable wall 10, and a communication groove 5 penetrating vertically with the water tank 1 is formed. With the above configuration, the water level in the water storage unit 1 can be raised by pumping water into the communication groove 5 through the hose H, and the water-blocking wall 10 can be raised. Similarly, the water level in the water storage unit 1 can be lowered by draining water with a water pump, and the water barrier wall 10 can be lowered. In the figure, reference numeral 6 denotes a depression formed on the bottom surface of the water tank.

【0015】図7および図8に示す構造体は岸壁に適用
したもので、水槽部1の上部に導水口2を設けた異なる
実施例を示す。この水槽部1は、コンクリート製で上面
が開口されたボックス状からなっており、底部の一個所
には窪み部6を有している。また、外側の壁面には上方
位置に導水口2が形成されている。一方、水槽部1内に
収納される遮水壁体10は、多数の容器状ブロックを縦
横に規則的に連結して直方体ブロックに形成し、その外
周を遮水シートで覆って密封しており、上部には、補強
用の踏盤や舗装板9等を設けてもよい。なお、符号8は
遮水壁体を保護するための縁石である。
The structure shown in FIGS. 7 and 8 is applied to a quay, and shows a different embodiment in which a water introduction port 2 is provided at an upper portion of a water tank section 1. The water tank 1 is made of concrete and has a box shape with an open top, and has a recess 6 at one location on the bottom. A water inlet 2 is formed at an upper position on the outer wall surface. On the other hand, the impermeable wall body 10 housed in the water tank 1 is formed into a rectangular parallelepiped block by regularly connecting a large number of container-like blocks vertically and horizontally, and the outer periphery thereof is covered with a impermeable sheet and sealed. On the upper part, a tread and a paving board 9 for reinforcement may be provided. Reference numeral 8 denotes a curb for protecting the impermeable wall.

【0016】図6に示すように、海等の水面が導水口2
より低位にある通常の場合は、遮水壁体10は水槽部1
内に内蔵されており、上面は他の地面とほぼ同一面に設
定されている。そして、図7のように水位が異常に上昇
すると、導水口2から水槽部1内に水が浸入し、水槽部
1内に徐々に水が溜まって水位が上昇する。これに伴
い、遮水壁体10が水槽部1より上昇し、堤防として機
能する。
As shown in FIG. 6, the water surface such as the sea
In a normal case at a lower position, the impermeable wall 10 is
The upper surface is set to be substantially flush with the other ground. When the water level rises abnormally as shown in FIG. 7, water infiltrates into the water tank 1 through the water introduction port 2, gradually accumulates in the water tank 1, and rises. Along with this, the impermeable wall 10 rises above the water tank 1 and functions as a bank.

【0017】また、増水が引いた場合は、水位が下がっ
ても水槽部2内に水を蓄えておくこともできる。本実施
例では、前記窪み部6に排水路(図示せず)が形成され
ており、揚水ポンプで汲み上げることができる。また、
水槽部1内に少しの水が入ったときには、窪み部6に水
が溜まるので、前記揚水ポンプで汲み上げることができ
る。あるいは、窪み部6に排水パイプを連通させて、開
栓することによって排水可能な構成としてもよい。
When the water level rises, water can be stored in the water tank 2 even if the water level drops. In this embodiment, a drainage channel (not shown) is formed in the depression 6 and can be pumped up by a water pump. Also,
When a small amount of water enters the water tank 1, water is accumulated in the depression 6, so that the water can be pumped up by the pump. Alternatively, a configuration may be adopted in which a drain pipe is communicated with the recess 6 and drainage is possible by opening the plug.

【0018】上記実施例では、この発明の構造体を堤防
として用いた場合の実施例を示したが、この構造体は容
器であってもよい。容器の場合は、図9に示すように、
外周に沿って環状に水槽部1が設けられる。この場合に
は、導水口2は前記実施例とは逆に内側に設けられる。
また、排水口3を設ける場合は、内側でも外側でもよ
い。そして、容器内に液体の一例としての水が流入し、
水位が導水口2を越えると、環状の水槽部1に流れ込
み、水槽部1内に水が満たされる。
In the above embodiment, the embodiment in which the structure of the present invention is used as a bank has been described. However, this structure may be a container. In the case of a container, as shown in FIG.
A water tank unit 1 is provided annularly along the outer circumference. In this case, the water inlet 2 is provided on the inner side contrary to the above embodiment.
When the drain port 3 is provided, it may be inside or outside. Then, water as an example of a liquid flows into the container,
When the water level exceeds the water introduction port 2, the water flows into the annular water tank 1, and the water is filled in the water tank 1.

【0019】これにより、環状に一体形成された遮水壁
体10はフロートのように上昇するので、容器の周壁を
遮水壁体10によって高くすることができる。この際
に、遮水壁体10と水槽部1の開口部1aとの間はシー
ル部材などによって水が漏れないようにシールされるこ
とが好ましい。その他の基本的は構成は前記実施例と同
様であるので、その説明を省略する。また、容器の用途
は特に限定されるものではなく、各種の液体を充填する
ことができる。その他この発明の要旨を変更しない範囲
で種々設計変更しうること勿論である。
Thus, since the water-blocking wall 10 integrally formed in an annular shape rises like a float, the peripheral wall of the container can be raised by the water-blocking wall 10. At this time, it is preferable that the space between the water impermeable wall 10 and the opening 1a of the water tank 1 is sealed by a sealing member or the like so that water does not leak. Since other basic configurations are the same as those of the above-described embodiment, the description thereof is omitted. Further, the use of the container is not particularly limited, and the container can be filled with various liquids. Of course, various design changes can be made without departing from the scope of the present invention.

【0020】[0020]

【発明の効果】以上詳述した如く、この発明に係わる遮
水壁体を有する構造体によれば、水位の上昇に伴う水の
浮力を利用して遮水壁体を自動的に上昇させるようにし
たから、自然災害などで水位が急激に上昇した場合で
も、簡単な構造で氾濫を未然に防止することができる。
また、水槽部を有するので、必要に応じて水を貯留する
こともできる。さらに、構造体として液体容器にも適用
でき容器本来の容量を超えて水その他の液体を収容する
ことができる。
As described above in detail, according to the structure having the impermeable wall according to the present invention, the impermeable wall is automatically raised by utilizing the buoyancy of the water as the water level rises. Therefore, even if the water level rises rapidly due to a natural disaster or the like, flooding can be prevented with a simple structure.
Moreover, since it has a water tank part, water can also be stored as needed. Further, the present invention can be applied to a liquid container as a structure, and can store water and other liquids exceeding the original capacity of the container.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の遮水壁体を有する構造体の実施例を
示す断面図である。
FIG. 1 is a sectional view showing an embodiment of a structure having a water impermeable wall according to the present invention.

【図2】同実施例の水位上昇時における断面図である。FIG. 2 is a cross-sectional view of the embodiment when the water level rises.

【図3】建造物をまもる防護壁とした場合の実施例を示
す平面図である。
FIG. 3 is a plan view showing an embodiment in the case where a protective wall covering a building is used.

【図4】同実施例の作用を示す断面図である。FIG. 4 is a sectional view showing the operation of the embodiment.

【図5】上部に導水口を設けた実施例の平面図である。FIG. 5 is a plan view of an embodiment in which a water introduction port is provided at an upper portion.

【図6】同実施例の断面図である。FIG. 6 is a sectional view of the embodiment.

【図7】上方に導水口を設けた別の実施例の断面図であ
る。
FIG. 7 is a cross-sectional view of another embodiment in which a water inlet is provided above.

【図8】同実施例の水位が上昇した場合の断面図であ
る。
FIG. 8 is a cross-sectional view of the same example when the water level rises.

【図9】容器とした場合の異なる実施例を示す断面図で
ある。
FIG. 9 is a sectional view showing a different embodiment in the case of a container.

【符号の説明】[Explanation of symbols]

1…水槽部 2…導水口 3…排水口 5…連通溝 6…窪み部 8…フェンス 10…遮水壁体、 11…窪み DESCRIPTION OF SYMBOLS 1 ... Water tank part 2 ... Water introduction port 3 ... Drainage port 5 ... Communication groove 6 ... Depression part 8 ... Fence 10 ... Water impervious wall body, 11 ... Depression

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 外部から水を導入可能な導入手段を有
し、上面が開口した水槽部と、 該水槽部内に出没可能に内蔵され、水より比重が軽い素
材で形成された遮水壁体とからなって、 導入手段から水が水槽部内に導入されると、遮水壁体を
浮力により上昇させて水の浸入を防ぐ壁体として機能さ
せることを特徴とする遮水壁体を有する構造体。
1. A water tank having an introduction means capable of introducing water from the outside and having an open upper surface, and a water-blocking wall formed of a material having a specific gravity lower than that of water, which is built in the water tank so as to be able to protrude and retract. When water is introduced into the water tank from the introduction means, the water impermeable wall is raised by buoyancy to function as a wall that prevents water intrusion. body.
【請求項2】 水槽部の水に接する側で所定高さに導入
口を設け、水位が所定高さを超えると水槽部内に水が導
入されて遮水壁体を上昇させてなることを特徴とする請
求項1に記載の遮水壁体を有する構造体。
2. An inlet is provided at a predetermined height on the side of the water tank that contacts the water, and when the water level exceeds the predetermined height, water is introduced into the water tank to raise the impermeable wall. A structure having the impermeable wall according to claim 1.
【請求項3】 水槽部の内底部に窪み部を設け、該窪み
部の水は、揚水ポンプで外部へ排出可能となっているこ
とを特徴とする請求項2に記載の遮水壁体を有する構造
体。
3. The water impermeable wall according to claim 2, wherein a depression is provided in the inner bottom of the water tank, and water in the depression can be discharged to the outside by a water pump. Structure.
【請求項4】 水槽部の水に接する側で下方位置に導入
口を設け、上方位置に排水口を設けてなることを特徴と
する請求項1に記載の遮水壁体を有する構造体。
4. The structure having a water impermeable wall according to claim 1, wherein an introduction port is provided at a lower position on a side of the water tank portion which contacts the water, and a drain port is provided at an upper position.
【請求項5】 水槽部の上部または遮水壁体に水槽部内
に連通する水出入口を設けてなることを特徴とする請求
項1に記載の遮水壁体を有する構造体。
5. The structure having a water-impervious wall according to claim 1, wherein a water inlet / outlet communicating with the inside of the water-tank is provided in an upper part of the water-tank or a water-impervious wall.
【請求項6】 遮水壁体が水槽部から抜け出ないように
抜止手段が設けられていることを特徴とする請求項1〜
5のいずれかに記載の遮水壁体を有する構造体。
6. A retaining means is provided to prevent the impermeable wall from coming out of the water tank portion.
5. A structure having the impermeable wall according to any one of 5.
【請求項7】 水槽部が、建造物の周囲を覆うように平
面枠状に形成されてなることを特徴とする請求項1〜6
のいずれかに記載の遮水壁体を有する構造体。
7. The water tank section is formed in a planar frame shape so as to cover the periphery of the building.
A structure having the impermeable wall according to any one of the above.
【請求項8】 水その他の液体を導入可能な導入手段を
有し、上面が開口した水槽部を外周に沿って有する容器
と、 該水槽部内に出没可能に内蔵され、水その他の液体より
比重が軽い素材で形成された遮水壁体とからなって、 導入手段から水その他の液体が水槽部内に導入される
と、遮水壁体を浮力により上昇させて水その他の液体の
浸入を防ぐ壁体として機能させることを特徴とする遮水
壁体を有する構造体。
8. A container having an introduction means capable of introducing water and other liquids and having a water tank having an open upper surface along the outer periphery, a container built in the water tank so as to be able to protrude and retract, and having a specific gravity higher than that of water or other liquid. When water or other liquid is introduced into the water tank from the introduction means, the water-impermeable wall rises by buoyancy to prevent water and other liquids from entering. A structure having a water-impervious wall, which functions as a wall.
JP10260621A 1998-09-14 1998-09-14 Structure having water-impervious wall Pending JP2000087399A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10260621A JP2000087399A (en) 1998-09-14 1998-09-14 Structure having water-impervious wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10260621A JP2000087399A (en) 1998-09-14 1998-09-14 Structure having water-impervious wall

Publications (1)

Publication Number Publication Date
JP2000087399A true JP2000087399A (en) 2000-03-28

Family

ID=17350477

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10260621A Pending JP2000087399A (en) 1998-09-14 1998-09-14 Structure having water-impervious wall

Country Status (1)

Country Link
JP (1) JP2000087399A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002035150A (en) * 2000-07-26 2002-02-05 Shinichiro Hayashi Water-surface facility for protection against disaster
JP2007239233A (en) * 2006-03-07 2007-09-20 Kajima Corp Tidal wave countermeasure structure
JP2011132684A (en) * 2009-12-22 2011-07-07 Taisei Corp High flooding prevention facility

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4944255Y2 (en) * 1971-12-15 1974-12-04
JPS5528287B2 (en) * 1975-12-02 1980-07-26
JPH01174465U (en) * 1988-05-24 1989-12-12
JP3022506U (en) * 1995-09-08 1996-03-26 石川 高陽 Seismic isolation water storage device
EP0726364A1 (en) * 1995-02-09 1996-08-14 Van den Noort, Johann Heinrich Reindert Movable dam
JPH08284139A (en) * 1995-04-10 1996-10-29 Nippon Steel Corp Automatic lifting-lowering type levee body
JPH10280357A (en) * 1997-04-10 1998-10-20 Kazushirou Hayashi Structure having auxiliary peripheral wall
JPH112077A (en) * 1997-06-12 1999-01-06 Toda Constr Co Ltd Automatic operating mechanism for waterproof plate
JPH11336059A (en) * 1998-05-22 1999-12-07 Mitsubishi Heavy Ind Ltd Floating lift device

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4944255Y2 (en) * 1971-12-15 1974-12-04
JPS5528287B2 (en) * 1975-12-02 1980-07-26
JPH01174465U (en) * 1988-05-24 1989-12-12
EP0726364A1 (en) * 1995-02-09 1996-08-14 Van den Noort, Johann Heinrich Reindert Movable dam
JPH08284139A (en) * 1995-04-10 1996-10-29 Nippon Steel Corp Automatic lifting-lowering type levee body
JP3022506U (en) * 1995-09-08 1996-03-26 石川 高陽 Seismic isolation water storage device
JPH10280357A (en) * 1997-04-10 1998-10-20 Kazushirou Hayashi Structure having auxiliary peripheral wall
JPH112077A (en) * 1997-06-12 1999-01-06 Toda Constr Co Ltd Automatic operating mechanism for waterproof plate
JPH11336059A (en) * 1998-05-22 1999-12-07 Mitsubishi Heavy Ind Ltd Floating lift device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002035150A (en) * 2000-07-26 2002-02-05 Shinichiro Hayashi Water-surface facility for protection against disaster
JP2007239233A (en) * 2006-03-07 2007-09-20 Kajima Corp Tidal wave countermeasure structure
JP4607035B2 (en) * 2006-03-07 2011-01-05 鹿島建設株式会社 Tsunami countermeasure structure
JP2011132684A (en) * 2009-12-22 2011-07-07 Taisei Corp High flooding prevention facility

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