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JP3881064B2 - Water storage tank - Google Patents
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JP3881064B2 - Water storage tank - Google Patents

Water storage tank Download PDF

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Publication number
JP3881064B2
JP3881064B2 JP24553396A JP24553396A JP3881064B2 JP 3881064 B2 JP3881064 B2 JP 3881064B2 JP 24553396 A JP24553396 A JP 24553396A JP 24553396 A JP24553396 A JP 24553396A JP 3881064 B2 JP3881064 B2 JP 3881064B2
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Prior art keywords
water
storage tank
groundwater
water storage
level
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JP24553396A
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Japanese (ja)
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JPH1072090A (en
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愼一郎 林
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株式会社シンシンブロック
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

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Description

【0001】
【発明の属する技術分野】
本発明は、雨水又は水道水等を防火、散水又は飲料用等の用途に用いるために貯留保管する貯水タンクに関する。
【0002】
【従来の技術】
防火用水等を保管するための貯水タンクとしては地上又は地下に設置したコンクリート製等のそれが知られている。これらには水道水を充填して保管するものや、雨水を導入して保管するものもある。同様に用いられる木製のタンクも知られているが、これらは小型のものに限られる。
【0003】
これらの貯水タンクは、多くは周壁がコンクリートで構成され、地下に埋設されているものである。また公知となっているものではないが、この種の貯水タンクには貯水用の内部空間を空間保持部材で保持しつつその周囲をフレキシブルなシート部材で囲った構成のものが考え得る。これも同様に地下に埋設して構成するものである。
前者に対して後者はその施工が容易で安価に構築し得る他、後者の方が地震等に強いという利点があるものであるが、いずれの場合も、周囲の地下水位が降雨等により上昇し、しかもタンク中の貯留水が何らかの理由により減少している場合等には、地下水によって生じた浮力により貯水タンクそれ自体が押し上げられ、その埋設位置の地表面が盛り上げられてしまう等の問題が生じる虞があるものである。
【0004】
【発明が解決しようとする課題】
本発明に於ては、以上のような貯水タンクの問題点を解決し、貯水タンク内の貯留水の減少時にその埋設位置周辺の地下水位が上昇しても、地下水位によって押し上げられるようなことのない貯水タンクを提供することを解決の課題とするものである。
【0005】
【課題を解決するための手段】
本発明は、地下に埋設した貯水タンク本体であって、その一部に内部の水の汲み出し口を備えた貯水タンク本体と、
上端に前記貯水タンク本体内の水位の昇降に対応して昇降し、常時、貯水タンク本体内の水位以上の位置に位置するようにするべく周囲にフロート部材を配した導入口を備えた地下水導入配管であって、伸縮自在な蛇腹状のパイプ体で構成した地下水導入配管と、
前記貯水タンク本体の外部側方に構成した地下水導入空間であって、前記貯水タンク本体内に構成した前記地下水導入配管の下端に、下部に連通する地下水導入路を介して連通した地下水導入空間と、
で構成した貯水タンクである。
【0006】
したがって本発明の貯水タンクによれば、地下水導入配管の上端開口部である導入口が該貯水タンク内の水位にともなって昇降するものであり、常時、該水位を僅かに越える高さに位置しているものであるため、地下水位が貯水タンク内の水位より高くなると、前記地下水導入空間に導入されている地下水が地下水導入配管の同一高さまで上昇し、前記導入口より貯水タンク内に供給されることとなる。
【0007】
他方、貯水タンク内の水位が地下水位より高い場合は、地下水導入配管の上端である導入口はタンク内の水位の高さより若干高い位置まで上昇しているので、貯水タンク内の水が導入口よりあふれ出ることはない。勿論、このときは、地下水が貯水タンク内に入ることもない訳である。
【0008】
それ故、貯水タンク内の水位は地下水位を下回ることがなく、降雨の状況その他により、地下水位が上昇しても、前記のように、貯水タンク内の水位はこれを上回るようになるので、地下水位によって貯水タンクが押し上げられ、その埋設エリアの地表面を押し上げてしまうような問題を生じさせることはない。
【0009】
なおこの貯水タンクは、一般の貯水タンクとしては格別異なることなく有用に用いられるのは云うまでもなく、加えて水位が地下水位を下回った場合には地下水を導入して有効に利用できる利点もある。
【0010】
なお本発明に於いて、前記地下水導入配管を伸縮自在な蛇腹状のパイプ体で構成したため、前記したように、その上端の導入口を貯水タンク内の水位に対応させて昇降させるのに好都合である。
【0011】
また前記導入口の周囲にフロート部材を配し、これによって貯水タンク内の水位に応じて導入口を昇降させるように構成してあるため、貯水タンク内の水位に応じた導入口の昇降を的確に行なわせることができる。
【0012】
前記フロート部材には、その昇降を案内するガイド部材を付設することができ、このように構成した場合はフロート部材が無用の方向に動いたりすることなく、必要な昇降方向にのみ動くようにすることができる。
【0013】
前記地下水導入空間は、前記のように、前記貯水タンク本体の側方に配したものであるが、これは縦型円筒状の空間に構成することができる。このように構成した地下水導入空間は、地下水位に応じてこの中に地下水が導入され、その水位を貯水タンク内の水位が下回ると、地下水が地下水導入配管を通じて貯水タンク内に導かれることとなる。そしてこうして常に貯水タンク内の水位が地下水位を下回らないようにすることができる。
【0014】
前記貯水タンク本体を、その貯水用の内部空間をコンクリートの周壁及び上下部で囲んで構成することができ、このように構成した場合には、タンク本体を従来の技法によって構成することができる。
【0015】
前記貯水タンク本体を、その貯水用の内部空間に該内部空間保持用の骨格部材を充填するとともにこれらをフレキシブルなシートで囲んで構成することができ、このように構成した場合には、地震等によっても容易に周壁部が破壊されない利点を併せて有することができる。
【0016】
【発明の実施の形態】
以下、発明の実施の形態を実施例に基づいて添付図面を参照しつつ詳細に説明する。
図1及び図2は本発明の一実施例を示すもので、図1はその概略断面説明図、図2は図1のA−A線概略断面図である。
【0017】
この例では貯水タンク本体1を、図1に示すように、コンクリートで直方体状の箱型に構成し、地中に埋設したものである。その天板部1aにはパイプ体を立設した構成の汲み出し口2を構成し、下部中央には後記地下水導入空間3に連通する下部開口1bを開けてある。前記汲み出し口2の上端は地表面GLに開口させ、かつ着脱自在な蓋体4で被覆してある。また前記下部開口1bには4本のガイド棒5、5…を立設し、これを外装する状態に蛇腹状パイプ体で構成した地下水導入配管6を配する。
【0018】
上記地下水導入配管6の下端は前記下部開口1bに固設し、その上端にはリング状のフロート部材7を4本の結合アーム8、8…を介して結合する。なお上記地下水導入配管6の上端は上方に開口しており、地下水の貯水タンク本体1内への導入口6aとなる。
【0019】
前記4本の結合アーム8、8…は90度の定角度間隔で前記リング状のフロート部材7の内側に延びるものであるが、その内端に開口した貫通孔にそれぞれ前記ガイド棒5、5…を貫通させてあり、これによってリング状のフロート部材7は昇降方向にのみ動くようになっている。
【0020】
前記貯水タンク本体1の側方には前記地下水導入空間3を構成する。この地下水導入空間3は、図1に示すように、その上端は貯水タンク本体1の上端と一致させ、下端はそれより低くした縦型円筒状の空間に構成したものであり、その下端から地下水導入路9を延長し、前記貯水タンク本体1の下部開口1bに接続する。
【0021】
したがってこの実施例の貯水タンクによれば、通常の貯水タンクとして、その内部の水を汲み出して防火用や飲料用に用いることができるのは云うまでもなく、更に、降雨等による地下水位の上昇変動によっても、これが押し上げられて、埋設領域の地表面を盛り上げてしまう等の問題は生じないものである。
【0022】
貯水タンク本体1に水を充填する場合は、云うまでもなく、前記汲み出し口2の蓋体4を取り外し、水道水等をホース等を通じてここに導き、流下させることで、それを行なうことができる。防火のためその他に使用するため水を汲み出す場合も前記汲み出し口2から行なうのは云うまでもない。
前記のようにして水を充填する際には、水の流下による貯水タンク本体1内の水位の上昇にともなって、前記リング状のフロート部材6が上昇し、地下水導入配管6の上端の導入口6aを上昇させる。したがって貯水タンク本体1内の水位が上昇してもこれにともなって導入口6aも同時に上昇するので、貯水タンク本体1内に流下された水が外部に流れ出ることはない。
【0023】
また前記のようにして防火用その他のために貯水タンク本体1内の水を利用し、水位が下がった場合には、前記リング状のフロート部材6も下降し、これにともなって導入口6aも下降するが、当然、水位よりも下降する訳ではないので、貯水タンク本体1内の水が導入口6aからあふれ出るような問題が生じないのは云うまでもない。
【0024】
他方、地下水位が降雨等により上昇して貯水タンク本体1内の水位より上昇すると、前記地下水導入空間3と地下水導入配管6とは地下水導入路9を通じて連通しているので、当然、地下水が地下水導入配管6内で同一水位まで上昇し、貯水タンク本体1内の水位を僅かに越えるに過ぎないその導入口6aから貯水タンク本体1内に流入することとなる。
【0025】
こうして貯水タンク本体1内の水位が地下水位より高い場合は、フロート部材7が地下水導入配管6の上端である導入口6aをその高さまで上昇させているので、貯水タンク本体1内の水は外部にあふれ出ることはなく、そのまま水を保持し、他方、貯水タンク本体1内の水位が地下水位より低くなった場合には、それに応じて下がるフロート部材6とともに導入口6aが下降し、地下水を導入口6aから同一水位になるまで貯水タンク本体1内に導入することとなるものである。
【0026】
したがって貯水タンク本体1内の水位は、常に地下水位と同一以上の高さを保持することができるので、貯水タンク本体1が地下水位により押し上げられてこれを埋設した領域の地表面を盛り上げてしまうような問題は一切生じさせることがないものである。
更に加えて、貯水タンク本体1内の水位が下がった場合であって、地下水位がそれ以上の場合には、これを導入することで地下水を有用に利用することができるものでもある。
【0027】
【発明の効果】
本発明の貯水タンクによれば、地下水導入配管の上端開口部である導入口が該貯水タンク内の水位にともなって昇降するものであり、常時、導入口は該水位を僅かに越える高さに位置しているものである。
しかして地下水位が貯水タンク内の水位より高くなると、前記地下水導入空間に導入されている地下水が地下水導入配管に於ける同一高さまで上昇し、結果として、前記導入口より貯水タンク内に供給されることとなる。
【0028】
他方、地下水位が貯水タンク内の水位より低い場合は、地下水導入配管の上端である導入口は貯水タンク内の水位より若干高い位置に位置しているので、該貯水タンク内の水が導入口よりあふれ出ることはない。
【0029】
しかして、結局、貯水タンク内の水位は地下水位を下回ることがないので、降雨の状況その他により、地下水位が上昇しても、これによって貯水タンクが押し上げられ、該貯水タンクの埋設エリアの地表面を盛り上げてしまうような問題を生じさせることはない。
【0030】
なおこの貯水タンクは、一般の貯水タンクとしては格別異なることなく、防火用水の保管用又は飲料水の保管用等として有用に用いられるのは云うまでもなく、加えて、地下水を有効に利用できる利点もある。
【0031】
なお以上の本発明に於いて、前記地下水導入配管を伸縮自在な蛇腹状のパイプ体で構成したため、その上端の導入口を貯水タンク内の水位に対応させて昇降させるのに好都合である。
【0033】
前記フロート部材に、その昇降を案内するガイド部材を付設した場合には該フロート部材が無用の方向に動いたりすることなく、必要な昇降方向にのみ動くようになるものである。
【0034】
前記地下水導入空間は、前記のように、前記貯水タンク本体の側方に配したものであるが、これは縦型円筒状の空間に構成することができる。このように構成した地下水導入空間は、地下水位に応じてこの中に地下水が導入され、その水位を貯水タンク内の水位が下回ると、地下水が地下水導入配管を通じて貯水タンク内に導かれることとなる。そして、こうして常に貯水タンク内の水位が地下水位を下回らないようにすることができる。
【0035】
前記貯水タンク本体を、その貯水用の内部空間をコンクリートの周壁及び上下部で囲んで構成した場合には、タンク本体を従来の技法によって構成することができる。
【図面の簡単な説明】
【図1】一実施例を示す概略断面説明図。
【図2】図1のA−A線概略断面図。
【符号の説明】
1 貯水タンク本体
1a 天板部
1b 下部開口
2 汲み出し口
3 地下水導入空間
4 蓋体
5 ガイド棒
6 地下水導入配管
6a 導入口
7 フロート部材
8 結合アーム
9 地下水導入路
GL 地表面
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a water storage tank that stores and stores rainwater, tap water, or the like for use in fire prevention, sprinkling or drinking.
[0002]
[Prior art]
As a water storage tank for storing fire prevention water or the like, it is known that it is made of concrete or the like installed on the ground or underground. Some of these are filled with tap water and stored, and others are stored with rainwater introduced. Similar wooden tanks are also known, but these are limited to small ones.
[0003]
Many of these water storage tanks have a peripheral wall made of concrete and are buried underground. Although not publicly known, this type of water storage tank may have a structure in which an internal space for water storage is held by a space holding member and its periphery is surrounded by a flexible sheet member. This is also constructed by being buried underground.
In contrast to the former, the latter is easy to construct and can be constructed at low cost, and the latter has the advantage that it is more resistant to earthquakes, etc. In either case, the surrounding groundwater level rises due to rainfall, etc. In addition, when the stored water in the tank is reduced for some reason, there arises a problem that the storage tank itself is pushed up by the buoyancy generated by the groundwater and the ground surface of the buried position is raised. There is a fear.
[0004]
[Problems to be solved by the invention]
In the present invention, the above-mentioned problems of the water storage tank are solved, and even if the groundwater level around the buried position rises when the stored water in the water storage tank decreases, it is pushed up by the groundwater level. The problem to be solved is to provide a water storage tank without any problems.
[0005]
[Means for Solving the Problems]
The present invention is a water tank main body buried underground, a water tank main body provided with an internal water pumping port in a part thereof,
Introducing groundwater with an introduction port with a float member around it at the top to move up and down in response to the rise and fall of the water level in the main body of the water tank and to always be positioned above the water level in the main body of the water tank A groundwater introduction pipe composed of a bellows-like pipe body that is stretchable,
A groundwater introduction space configured on the outer side of the water storage tank body, the groundwater introduction space communicating with a lower end of the groundwater introduction pipe configured in the water storage tank body via a groundwater introduction path communicating with a lower part; ,
It is a water storage tank composed of
[0006]
Therefore, according to the water storage tank of the present invention, the inlet that is the upper end opening of the groundwater introduction pipe moves up and down with the water level in the water storage tank, and is always located at a height slightly exceeding the water level. Therefore, when the groundwater level becomes higher than the water level in the water storage tank, the groundwater introduced into the groundwater introduction space rises to the same height as the groundwater introduction pipe and is supplied into the water storage tank from the introduction port. The Rukoto.
[0007]
On the other hand, when the water level in the water storage tank is higher than the groundwater level, the inlet at the upper end of the groundwater introduction pipe rises to a position slightly higher than the water level in the tank. There is no more overflow. Of course, at this time, groundwater does not enter the storage tank.
[0008]
Therefore, the water level in the water storage tank does not fall below the groundwater level, and even if the groundwater level rises due to rainfall conditions and other reasons, as described above, the water level in the water storage tank will exceed this level. The water storage tank is pushed up by the groundwater level, and there is no problem of pushing up the ground surface of the buried area.
[0009]
Needless to say, this water tank is useful as a general water tank without any particular difference. In addition, when the water level falls below the groundwater level, there is an advantage that groundwater can be introduced and used effectively. is there.
[0010]
Incidentally, in the present invention, because of the configuration of the ground water inlet piping telescopic bellows-like pipe, as described above, to raise and lower in correspondence of the inlet port of the upper end to the water level in the water storage tank Convenient.
[0011]
Also arranged float member around the inlet, whereby since that is configured to raise and lower the inlet in accordance with the water level in the water storage tank, accurately lift the inlet in accordance with the water level in the water storage tank Can be done.
[0012]
The float member can be provided with a guide member that guides its lifting and lowering, and in this case, the float member can be moved only in a necessary lifting direction without moving in a useless direction. be able to.
[0013]
The ground water introduction space, as described above, the but those arranged on the side of the cistern body, which Ru can be configured in a vertical cylindrical space. In the groundwater introduction space configured in this manner, groundwater is introduced into the groundwater level according to the groundwater level, and when the water level falls below the water level in the water storage tank, the groundwater is guided into the water storage tank through the groundwater introduction pipe. . In this way, the water level in the water storage tank can always be kept below the groundwater level.
[0014]
The water storage tank main body can be configured by surrounding the internal space for water storage with a concrete peripheral wall and upper and lower parts, and in this case, the tank main body can be configured by a conventional technique.
[0015]
The water storage tank body can be configured by filling the internal space for storing the water with the skeletal member for holding the internal space and surrounding them with a flexible sheet. Can also have an advantage that the peripheral wall portion is not easily broken.
[0016]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail based on examples with reference to the accompanying drawings.
1 and 2 show an embodiment of the present invention. FIG. 1 is a schematic cross-sectional explanatory view thereof, and FIG. 2 is a schematic cross-sectional view taken along line AA of FIG.
[0017]
In this example, as shown in FIG. 1, the water storage tank body 1 is made of concrete in a rectangular parallelepiped box shape and embedded in the ground. The top plate portion 1a is formed with a pumping port 2 having a structure in which a pipe body is erected, and a lower opening 1b communicating with a groundwater introduction space 3 described later is opened at the lower center. The upper end of the pumping port 2 is opened on the ground surface GL and is covered with a detachable lid 4. In addition, four guide rods 5, 5... Are erected in the lower opening 1b, and a groundwater introduction pipe 6 composed of a bellows-like pipe body is disposed so as to cover the guide rods.
[0018]
The lower end of the groundwater introduction pipe 6 is fixed to the lower opening 1b, and a ring-shaped float member 7 is coupled to the upper end via four coupling arms 8, 8,. The upper end of the groundwater introduction pipe 6 opens upward, and serves as an introduction port 6a into the groundwater storage tank body 1.
[0019]
The four coupling arms 8, 8... Extend inside the ring-shaped float member 7 at a constant angular interval of 90 degrees, and the guide rods 5, 5 are respectively inserted into through holes opened at the inner ends thereof. ... so that the ring-shaped float member 7 moves only in the up-and-down direction.
[0020]
The groundwater introduction space 3 is formed on the side of the water storage tank body 1. As shown in FIG. 1, the groundwater introduction space 3 is configured as a vertical cylindrical space whose upper end coincides with the upper end of the water storage tank body 1 and whose lower end is lower than that. The introduction path 9 is extended and connected to the lower opening 1 b of the water storage tank body 1.
[0021]
Therefore, according to the water storage tank of this embodiment, as a normal water storage tank, it is needless to say that the water inside the water storage tank can be pumped out and used for fire prevention and drinks. Even if it fluctuates, this will be pushed up, and problems such as raising the ground surface of the buried region will not occur.
[0022]
Needless to say, when the water storage tank main body 1 is filled with water, it is possible to remove the lid 4 of the pumping port 2 and guide tap water or the like through a hose or the like and let it flow down. . Needless to say, when the water is pumped out for other purposes for fire prevention, the pumping port 2 is used.
When the water is filled as described above, the ring-shaped float member 6 rises as the water level in the water storage tank body 1 rises due to the flow of water, and the inlet at the upper end of the groundwater introduction pipe 6 6a is raised. Therefore, even if the water level in the water tank main body 1 rises, the inlet 6a also rises at the same time, so that the water that has flowed into the water tank main body 1 does not flow outside.
[0023]
Further, as described above, when the water in the water storage tank body 1 is used for fire prevention and the like and the water level is lowered, the ring-shaped float member 6 is also lowered, and the introduction port 6a is also moved accordingly. Needless to say, since it does not drop below the water level, there is no problem that the water in the water tank main body 1 overflows from the inlet 6a.
[0024]
On the other hand, when the groundwater level rises due to rainfall or the like and rises above the water level in the water storage tank body 1, the groundwater introduction space 3 and the groundwater introduction pipe 6 communicate with each other through the groundwater introduction channel 9, so that naturally the groundwater is groundwater. It rises to the same water level in the introduction pipe 6 and flows into the water tank main body 1 from its introduction port 6a which slightly exceeds the water level in the water tank main body 1.
[0025]
Thus, when the water level in the water tank main body 1 is higher than the ground water level, the float member 7 raises the inlet 6a, which is the upper end of the ground water introduction pipe 6, to the height thereof, so that the water in the water tank main body 1 is external. However, when the water level in the water storage tank body 1 becomes lower than the groundwater level, the inlet 6a is lowered together with the float member 6 that falls accordingly, The water is introduced into the water tank main body 1 from the introduction port 6a until the same water level is reached.
[0026]
Therefore, since the water level in the water tank main body 1 can always maintain a height equal to or higher than the ground water level, the water tank main body 1 is pushed up by the ground water level and swells the ground surface in the region where it is embedded. Such a problem does not occur at all.
In addition, when the water level in the water storage tank body 1 is lowered and the groundwater level is higher than that, it is possible to effectively use the groundwater by introducing it.
[0027]
【The invention's effect】
According to the water storage tank of the present invention, the inlet, which is the upper end opening of the groundwater introduction pipe, moves up and down with the water level in the water storage tank, and the inlet is always at a height slightly exceeding the water level. It is what is located.
Therefore, when the groundwater level becomes higher than the water level in the water storage tank, the groundwater introduced into the groundwater introduction space rises to the same height in the groundwater introduction pipe, and as a result, is supplied to the water storage tank from the introduction port. The Rukoto.
[0028]
On the other hand, when the groundwater level is lower than the water level in the water storage tank, the inlet that is the upper end of the groundwater introduction pipe is located slightly higher than the water level in the water storage tank. There is no more overflow.
[0029]
Eventually, the water level in the water storage tank does not fall below the groundwater level. Therefore, even if the groundwater level rises due to rainfall conditions, etc., the water storage tank is pushed up, and the water storage tank is buried in the ground. It does not cause a problem that swells the surface.
[0030]
In addition, this water storage tank is not particularly different as a general water storage tank, and needless to say, it can be used effectively for storage of fire prevention water or storage of drinking water. In addition, groundwater can be used effectively. There are also advantages.
[0031]
Note In the above invention, because of the configuration of the ground water inlet piping telescopic bellows-like pipe, it is advantageous to raise and lower in correspondence of the inlet port of the upper end to the water level in the water storage tank.
[0033]
When the float member is provided with a guide member that guides its elevation, the float member moves only in the required elevation direction without moving in a useless direction.
[0034]
As described above, the groundwater introduction space is disposed on the side of the water storage tank main body, and can be configured as a vertical cylindrical space . In the groundwater introduction space configured in this way, groundwater is introduced therein according to the groundwater level, and when the water level falls below the water level in the water storage tank, the groundwater is guided into the water storage tank through the groundwater introduction pipe. . Thus, the water level in the water storage tank can always be kept below the groundwater level.
[0035]
When the water storage tank main body is configured by surrounding the internal space for water storage with the peripheral wall and the upper and lower parts of the concrete, the tank main body can be configured by a conventional technique.
[Brief description of the drawings]
FIG. 1 is a schematic cross-sectional explanatory view showing an embodiment.
FIG. 2 is a schematic cross-sectional view taken along line AA in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Water storage tank main body 1a Top plate part 1b Lower opening 2 Outlet 3 Groundwater introduction space 4 Lid 5 Guide rod 6 Groundwater introduction piping 6a Inlet 7 Float member 8 Coupling arm 9 Groundwater introduction path GL Ground surface

Claims (4)

地下に埋設した貯水タンク本体であって、その一部に内部の水の汲み出し口を備えた貯水タンク本体と、
上端に前記貯水タンク本体内の水位の昇降に対応して昇降し、常時、貯水タンク本体内の水位以上の位置に位置するようにするべく周囲にフロート部材を配した導入口を備えた地下水導入配管であって、伸縮自在な蛇腹状のパイプ体で構成した地下水導入配管と、
前記貯水タンク本体の外部側方に構成した地下水導入空間であって、前記貯水タンク本体内に構成した前記地下水導入配管の下端に、下部に連通する地下水導入路を介して連通した地下水導入空間と、
で構成した貯水タンク。
A water tank main body buried underground, and a water tank main body provided with an internal water pumping port in a part thereof;
Introducing groundwater with an introduction port with a float member around it at the top to move up and down in response to the rise and fall of the water level in the main body of the water tank and to always be positioned above the water level in the main body of the water tank A groundwater introduction pipe composed of a bellows-like pipe body that is stretchable,
A groundwater introduction space configured on the outer side of the water storage tank body, the groundwater introduction space communicating with a lower end of the groundwater introduction pipe configured in the water storage tank body via a groundwater introduction path communicating with a lower part; ,
A water tank composed of
前記フロート部材には、その昇降を案内するガイド部材を付設した請求項1の貯水タンク。 The water storage tank according to claim 1, wherein the float member is provided with a guide member that guides its elevation . 前記地下水導入空間を縦型円筒状の空間に構成した請求項1又は2の貯水タンク。 The water storage tank according to claim 1 or 2, wherein the groundwater introduction space is configured as a vertical cylindrical space . 前記貯水タンク本体を、その貯水用の内部空間をコンクリートの周壁及び上下部で囲んで構成した請求項1、2又は3の貯水タンク。 The water storage tank according to claim 1, 2 or 3, wherein the water storage tank body is configured by surrounding an internal space for water storage with a concrete peripheral wall and upper and lower parts .
JP24553396A 1996-08-28 1996-08-28 Water storage tank Expired - Lifetime JP3881064B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24553396A JP3881064B2 (en) 1996-08-28 1996-08-28 Water storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24553396A JP3881064B2 (en) 1996-08-28 1996-08-28 Water storage tank

Publications (2)

Publication Number Publication Date
JPH1072090A JPH1072090A (en) 1998-03-17
JP3881064B2 true JP3881064B2 (en) 2007-02-14

Family

ID=17135117

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24553396A Expired - Lifetime JP3881064B2 (en) 1996-08-28 1996-08-28 Water storage tank

Country Status (1)

Country Link
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