JP2015194033A - Emergency underground water tank - Google Patents

Emergency underground water tank Download PDF

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JP2015194033A
JP2015194033A JP2014072844A JP2014072844A JP2015194033A JP 2015194033 A JP2015194033 A JP 2015194033A JP 2014072844 A JP2014072844 A JP 2014072844A JP 2014072844 A JP2014072844 A JP 2014072844A JP 2015194033 A JP2015194033 A JP 2015194033A
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water
water tank
tank
constructed
rainwater
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Inventor
林　慎一郎
Shinichiro Hayashi
慎一郎 林
林　和志郎
Washio Hayashi
和志郎 林
林　宏三郎
Kozaburo Hayashi
宏三郎 林
林　加奈子
Kanako Hayashi
加奈子 林
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Hayashi Bussan Co Ltd
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Hayashi Bussan Co Ltd
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    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/60—Planning or developing urban green infrastructure

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Abstract

PROBLEM TO BE SOLVED: To provide a new emergency underground water tank capable of: being constructed in a narrow space; preventing deterioration of water based on a construction where stored water is divided, even in a case of storing a large volume water; and pertinently storing daily use water used or agricultural water used upon drought and the like.SOLUTION: There is provided an emergency underground water tank which is constructed in a manner where: a water tank for rain water into which rain water on the ground is introduced is constructed under the ground; one or more other water tanks are arranged below the water tank; pipes leading water over flown from the upper water tank into the lower water tanks sequentially are arranged; and individual water pipes for pumping out the stared water are arranged respectively, to each of the water tank.

Description

本発明は、非常用生活用水、或いは旱魃等に備えて農業用水を貯えておくための非常用地下貯水槽に関する。   The present invention relates to an emergency underground water storage tank for storing agricultural water in preparation for emergency domestic water or dredging.

従来、非常用等に用いる水を貯えておくための非常用地下貯水槽は、地下に一つの大きな貯水槽を構築し、これから必要に応じて利用水を取り出すように構成したものである（例えば、特許文献１参照。）   Conventionally, an emergency underground water storage tank for storing water used for emergency etc. is constructed such that one large water storage tank is constructed in the basement and water is taken out as needed (for example, , See Patent Document 1.)

特開２００１−１０７４０３号公報JP 2001-107403 A

従来のように一つの大きな貯水槽を地中に構築するものであると、そのためには大きなスペースを要し、従ってその構築場所は、公園のようのような広い場所の地下、と言うような場所的制限性を伴うこととなった。   If one large water tank is built underground, it takes a lot of space for it, so the construction place is a large underground such as a park. It was accompanied by place restrictions.

更に、従来は、大きな貯水槽に対して、一括して貯水する様に構成したものであったため、貯水の大量管理に基づく水劣化、すなわち、腐敗等が生じる恐れがあった Furthermore, since it has been configured so as to store water collectively for a large water tank, water deterioration based on a large amount of stored water, that is, there is a risk of corruption.

本発明は狭いスペースでの構築を可能とし、かつ貯水を分割貯水するような構成に基づき、大量水の貯水にも関わらず水の劣化を防止し、生活用水として或いは旱魃等に際する農業用水の貯えが良好になされるようにした、新規の非常用貯水槽の提供を図ったものである。   The present invention enables construction in a narrow space and prevents the deterioration of water in spite of storing a large amount of water based on a structure that stores the divided water separately. It is intended to provide a new emergency water tank that can be stored well.

本発明は請求項１に記載のように、地上の雨水を導入するための雨水用貯水槽を地中に構築し、その下方に一つ以上の貯水槽を構築すると共に、上位にある貯水槽のオーバーフロー水を下位の貯水槽に順次導くような配管を施し、更に、各貯水槽にはその貯水を汲み出すための取水パイプを、夫々別個に設けるように構成した非常用地下貯水槽に係る。   According to the present invention, as described in claim 1, a rainwater reservoir for introducing rainwater on the ground is constructed in the ground, and one or more reservoirs are constructed below the reservoir, and the upper reservoir Related to the emergency underground water storage tank constructed so that each overflow tank is provided with a separate intake pipe for pumping out the stored water. .

本発明は請求項１に記載のような構成の採用、すなわち、 地上の雨水を導入するための雨水用貯水槽を地中に構築し、その下方に一つ以上の貯水槽を構築すると共に、上位にある貯水槽のオーバーフロー水を下位の貯水槽に順次導くような配管を施し、更に、各貯水槽にはその貯水を汲み出すための取水パイプを、夫々別個に設けるように構成したから、
貯水槽は縦方向に分割された形態を呈し、従って、その構築のための平面面積の縮小化が図られる。 そのため、従来のようにその構築が例えば公園等広い場所を要することがないため、例えば農道の下のような狭い面積の場所であっても構築可能とされる。 The present invention adopts the configuration as described in claim 1, that is, constructs a rainwater reservoir for introducing rainwater on the ground, and constructs one or more reservoirs below it, Since the piping that leads the overflow water of the upper water tank sequentially to the lower water tank is applied, and further, each water tank has a separate intake pipe for pumping out the water,
The water tank has a vertically divided form, and therefore, the plane area for its construction can be reduced. Therefore, since the construction does not require a large place such as a park as in the prior art, it can be constructed even in a small area such as under a farm road.

更に、雨水用貯水槽２に取り込まれた雨水は、当該貯水槽２並びに下方の貯水槽に順次オーバーフローに基づき貯水され、かつ、その取出しは夫々の貯水槽から直接汲み上げることによって、生活用水、農業用水、工業用水、防火用水、寒冷地におけるアイスバーン溶解用等としての利用が図ることが出来る。 なお、下段に位置するにつれて貯水槽内の水は古いものとされるため、用途に応じて適宜な順位で取り出すことにより、貯水の合理的利用が図られる。   Further, the rainwater taken into the rainwater storage tank 2 is sequentially stored in the water storage tank 2 and the lower water storage tank based on the overflow, and the water is taken out directly from each of the water storage tanks for domestic use, agriculture. It can be used for use as industrial water, industrial water, fire prevention water, ice burn melting in cold regions, and the like. In addition, since the water in a water tank becomes old as it is located in the lower stage, the rational use of water storage is achieved by taking out in an appropriate order | rank according to a use.

また、貯水槽内に地下水を積極的に導入するように構成することもでき、この場合は、貯水用水源の多様化が図られると共に、飲料水としての貯蔵目的も達成される。   Moreover, it can also comprise so that groundwater may be actively introduce | transduced in a water storage tank, In this case, while the diversification of the water source for water storage is achieved, the storage objective as drinking water is also achieved.

本発明の全体を表した説明用略図である。BRIEF DESCRIPTION OF THE DRAWINGS It is explanatory drawing showing the whole this invention.

図に於いて、１は農道等の道路、1aは当該道路１の両側部に形成した雨水流入用側溝、２は道路１の下方に構築した雨水用貯水槽であって、図面に示す実施例にあっては、当該側溝1a内に流れ込んだ雨水を当該貯水槽２内に導くような通路（図面に示す実施例にあっては連通パイプ2a）が形成してある。 なお、雨水用貯水槽２は上記のように道路１の下方に構築することなく、所要の土地の下方に構築する場合もあり、この場合は上記側溝２に該当する部分を形成し、ここから雨水を導入する様な通路を形成しておく。   In the figure, 1 is a road such as a farm road, 1a is a rainwater inflow side groove formed on both sides of the road 1, and 2 is a rainwater reservoir constructed under the road 1, which is shown in the drawings. In this case, a passage (the communication pipe 2a in the embodiment shown in the drawing) is formed so as to guide the rainwater flowing into the side groove 1a into the water storage tank 2. In addition, the rainwater storage tank 2 may be constructed below the required land without being constructed below the road 1 as described above. In this case, a portion corresponding to the gutter 2 is formed from here. Form a passage to introduce rainwater.

３は第２貯水槽であって、上記雨水用貯水槽２の真下に構築してある。 そして、当該雨水用貯水槽２と第２貯水槽３とは、雨水用貯水槽２のオーバーフロー水を第２貯水槽３に導くための配管3aが施されている。   3 is a 2nd water storage tank, Comprising: The said water tank 2 for rainwater is constructed | assembled directly under. The rainwater storage tank 2 and the second water storage tank 3 are provided with a pipe 3 a for guiding the overflow water of the rainwater storage tank 2 to the second water storage tank 3.

４は第３貯水槽であって、上記第２貯水槽３の真下に構築してある。 そして、当該第３貯水槽４と第２貯水槽３とは、第２貯水槽３のオーバーフロー水を第３貯水槽４に導くための配管4aが施されている。   Reference numeral 4 denotes a third water tank, which is constructed immediately below the second water tank 3. The third water tank 4 and the second water tank 3 are provided with a pipe 4 a for guiding the overflow water of the second water tank 3 to the third water tank 4.

なお、図示の実施例にあっては、３つの貯水槽2,3,4で構成する様に示してあるが、本発明は、最上位に構築する雨水用貯水槽２と、この下方に構築する貯水槽とから成ることを要件とするものであり、当該下方に構築する貯水槽は１つ以上でその数の限定性は無い。   In the embodiment shown in the figure, it is shown that it is composed of three water tanks 2, 3, and 4. However, the present invention is constructed in the rain water tank 2 constructed at the highest level and below this. The number of water tanks to be constructed below is one or more and there is no limit to the number of water tanks.

上記した各貯水槽2,3,4の底部寄りには、取水用パイプＭが夫々設けられており、これにより、モーターによる汲み上げに基づき、各貯水槽内の水を夫々別個に地上に取り出すことが出来るように構成してある。   Water intake pipes M are provided near the bottom of each of the water tanks 2, 3, 4, so that the water in each water tank can be separately taken out to the ground based on pumping by a motor. It is configured to be able to.

ところで、図面に示す実施例にあっては、各貯水槽2,3,4を夫々上下方向に連結された状態で構築してあるが、各貯水槽2,3,4夫々所定の間隔を保った形態で構築する様に構成しても良い。 このようにすることにより、地下水の水脈部分に貯水槽を位置させて、積極的に地下水を取り込み、これを活用する様にすることが出来る。 この場合、該当貯水槽には地下水導入用部材（図示の実施例にあっては取り込み用パイプＮ）を設けるものとする。 本発明はこのような形態で実施する場合もある。   By the way, in the embodiment shown in the drawings, each of the water tanks 2, 3, 4 is constructed in a vertically connected state, but each of the water tanks 2, 3, 4 is kept at a predetermined interval. You may comprise so that it may construct | assemble with a different form. By doing in this way, a water storage tank can be located in the groundwater basin part, a groundwater can be taken in actively, and this can be utilized. In this case, the water storage tank is provided with a member for introducing groundwater (in the illustrated embodiment, an intake pipe N). The present invention may be implemented in such a form.

本発明は上述したように、雨水用貯水槽２に取り込まれた雨水は、当該貯水槽２並びに下方の貯水槽に順次オーバーフローに基づき貯水される。 そして、その取出しは夫々の貯水槽から直接汲み上げることによって、生活用水或いは農業用水としての利用が図られる。 なお、下段に位置するにつれて貯水槽内の水は古いものとされるため、用途に応じて適宜に取り出すものとする。 なお、地下水を積極的に導入するようにした場合は、このことを考慮した汲み上げ順位を図ることが出来る。   As described above, according to the present invention, rainwater taken into the rainwater storage tank 2 is sequentially stored in the water storage tank 2 and the lower water storage tank based on overflow. And the extraction is directly pumped from each water tank, and can be used as domestic water or agricultural water. In addition, since the water in a water tank will become old as it is located in the lower stage, it shall take out suitably according to a use. If groundwater is actively introduced, the pumping order considering this can be achieved.

１ 農道等の道路
1a 雨水流入用側溝
２ 雨水用貯水槽
2a 連通パイプ
３ 第２貯水槽
3a 配管
４ 第３貯水槽
4a 配管
Ｍ 取水用パイプ
Ｎ 取り込み用パイプ Roads such as 1 farm road
1a Rainwater inflow side ditch 2 Rainwater reservoir
2a Communication pipe 3 2nd water tank
3a Piping 4 Third water tank
4a Piping M Pipe for water intake N Pipe for intake

Claims (1)

地上の雨水を導入するための雨水用貯水槽を地中に構築し、その下方に一つ以上の貯水槽を構築すると共に、上位にある貯水槽のオーバーフロー水を下位の貯水槽に順次導くような配管を施し、更に、各貯水槽にはその貯水を汲み出すための取水パイプを、夫々別個に設けるように構成した非常用地下貯水槽。   Build a rainwater reservoir in the ground to introduce rainwater on the ground, build one or more reservoirs below it, and sequentially lead the overflow water of the upper reservoir to the lower reservoir Emergency underground water storage tanks constructed such that each pipe is provided with a separate intake pipe for pumping out the stored water.
JP2014072844A 2014-03-31 2014-03-31 Emergency underground water tank Pending JP2015194033A (en)

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4326818A (en) * 1978-10-16 1982-04-27 Willis Dudley L Techniques for the storage of water
JPH10280492A (en) * 1997-04-04 1998-10-20 Shinichiro Hayashi Underground water tank
JP2001115507A (en) * 1999-10-20 2001-04-24 Ohbayashi Corp Underground water storage system
JP2004300904A (en) * 2003-03-28 2004-10-28 Uerushii:Kk Well-boring artery simultaneous multi-stage water intake and distribution system and apparatus therefor
JP2008150793A (en) * 2006-12-14 2008-07-03 Japan Institute Of Wastewater Engineering Technology Liquid storage structure
US8602681B1 (en) * 2010-02-18 2013-12-10 Structural Plastics, Inc. Modular storm water infiltration apparatus

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4326818A (en) * 1978-10-16 1982-04-27 Willis Dudley L Techniques for the storage of water
JPH10280492A (en) * 1997-04-04 1998-10-20 Shinichiro Hayashi Underground water tank
JP2001115507A (en) * 1999-10-20 2001-04-24 Ohbayashi Corp Underground water storage system
JP2004300904A (en) * 2003-03-28 2004-10-28 Uerushii:Kk Well-boring artery simultaneous multi-stage water intake and distribution system and apparatus therefor
JP2008150793A (en) * 2006-12-14 2008-07-03 Japan Institute Of Wastewater Engineering Technology Liquid storage structure
US8602681B1 (en) * 2010-02-18 2013-12-10 Structural Plastics, Inc. Modular storm water infiltration apparatus

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