JPH10237933A - Box arrangement water storage infiltration tank - Google Patents
Box arrangement water storage infiltration tankInfo
- Publication number
- JPH10237933A JPH10237933A JP4748497A JP4748497A JPH10237933A JP H10237933 A JPH10237933 A JP H10237933A JP 4748497 A JP4748497 A JP 4748497A JP 4748497 A JP4748497 A JP 4748497A JP H10237933 A JPH10237933 A JP H10237933A
- Authority
- JP
- Japan
- Prior art keywords
- box
- storage
- infiltration tank
- water
- 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.)
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Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、集水した雨水を
地下で一時的に貯留しその後徐々に排出するボックス配
置型貯留浸透槽に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a box type storage and infiltration tank for temporarily storing collected rainwater underground and then gradually discharging the collected rainwater.
【0002】[0002]
【従来の技術】近年、地中に地下調整池としての貯留槽
を埋設し、その貯留槽に多量の雨水を集めて一時的に貯
留しその後徐々に排出することにより、河川への集中的
な雨水流入を調整することが、広く行われている。そし
て、この貯留槽は連続性のある比較的大きな施設である
ため、高低差のある傾斜地では貯留槽を傾斜させて埋設
している。2. Description of the Related Art In recent years, a storage tank as an underground regulating pond has been buried underground, and a large amount of rainwater has been collected in the storage tank, temporarily stored, and then gradually discharged, thereby concentrating on rivers. Regulating rainwater inflow is widely practiced. Since the storage tank is a relatively large facility with continuity, the storage tank is buried on a slope with a difference in elevation.
【0003】また、傾斜地では、大規模な施設の設置が
困難な場所が多く、そのような場所では、井戸形式のよ
うな、貯留槽としてのボックスを複数個、それぞれ単独
で設置し、雨水を一時的に貯留するようにしている。[0003] In addition, on slopes, there are many places where it is difficult to install large-scale facilities. In such places, a plurality of boxes as storage tanks, such as wells, are separately installed, and rainwater is discharged. They are temporarily stored.
【0004】[0004]
【発明が解決しようとする課題】しかし、上記のよう
に、貯留槽を傾斜させて設置すると、流入した雨水が均
等に貯留できず、その槽内で下流(斜め下部)側から貯
留していくため、その下流側の水圧が上がって雨水が貯
留槽から吹き出すこともあり、これを防ぐために貯留槽
内に水圧緩和のための堰を設ける必要があった。However, as described above, if the storage tank is installed inclined, the rainwater that has flowed in cannot be uniformly stored, and is stored in the tank from the downstream (obliquely lower part) side. Therefore, the water pressure on the downstream side may increase and rainwater may blow out from the storage tank, and in order to prevent this, it is necessary to provide a weir in the storage tank to relieve the water pressure.
【0005】また、複数のボックスをそれぞれ単独で設
置する場合、一つのボックスが満杯になると、他のボッ
クスに余裕があっても、互いに連絡がないため、流入水
を受け入れることができず、貯留槽としての必要容量を
十分に満たせない場合が多かった。When a plurality of boxes are installed independently, when one box is full, even if the other boxes have room, they cannot communicate with each other, so that the inflow water cannot be received and the storage is not possible. In many cases, the required capacity of the tank could not be sufficiently satisfied.
【0006】さらに、上記の貯留槽は、雨水を一時的に
貯留し、その後は排出してしまうものであるが、その雨
水を長期間多量に貯留して、特に傾斜地や住宅密集地な
どで不足がちな防火用水、あるいは災害発生時に不足す
る生活用水に役立てたいという要請もあった。Further, the above-mentioned storage tank temporarily stores rainwater and then discharges it. However, the storage tank stores a large amount of the rainwater for a long period of time. There was also a request to use the water for fire prevention, which is apt to occur, or for domestic water shortage in the event of a disaster.
【0007】この発明は上記に鑑み提案されたもので、
傾斜地であっても、槽内に堰を設ける必要はなく、容量
も十分に満たすことができるボックス配置型貯留浸透槽
を提供することを第1の目的とする。[0007] The present invention has been proposed in view of the above,
It is a first object of the present invention to provide a box-arranged storage and infiltration tank capable of sufficiently filling a capacity without providing a weir in the tank even on an inclined land.
【0008】また、貯留した雨水を防火用水や生活用水
に当てることができるボックス配置型貯留浸透槽を提供
することを第2の目的とする。It is a second object of the present invention to provide a box-arranged storage infiltration tank capable of applying stored rainwater to fire-prevention water and domestic water.
【0009】[0009]
【課題を解決するための手段】上記第1の目的を達成す
るために、請求項1に記載の発明は、集水した雨水を地
下で一時的に貯留しその後徐々に排出するボックス配置
型貯留浸透槽において、周壁に透水性を持たせ上壁に雨
水の集水口を有する貯留浸透用のボックスを間隔を開け
て配置し、当該ボックスと隣のボックスとの間を管路で
接続することにより、配置したボックスの全体で貯留浸
透槽を成すようにした、ことを特徴とする。Means for Solving the Problems In order to achieve the first object, the invention according to claim 1 is a box-type storage system for temporarily storing collected rainwater underground and then gradually discharging the collected rainwater. In the infiltration tank, by arranging storage and infiltration boxes having rainwater collection ports on the upper wall with water permeability on the peripheral wall at intervals, and connecting the box and the adjacent box with a pipe line The storage box is configured so as to form a storage and infiltration tank as a whole.
【0010】また、請求項2に記載の発明は、上記した
請求項1に記載の発明の構成に加えて、上記管路は、当
該ボックスおよび隣のボックスの各周壁上端あるいはそ
れより高い位置にそれぞれ設けた開口部同士を接続する
ことを特徴とする。According to a second aspect of the present invention, in addition to the configuration of the first aspect of the present invention, the pipe is provided at the upper end of each peripheral wall of the box and the adjacent box or at a position higher than the upper end. The openings provided are connected to each other.
【0011】また、請求項3に記載の発明は、上記した
請求項1または2に記載の発明の構成に加えて、上記ボ
ックスは、コンクリート製の上壁と、透水コンクリート
製の周壁とから成る、ことを特徴とする。According to a third aspect of the present invention, in addition to the configuration of the first or second aspect, the box comprises a concrete upper wall and a permeable concrete peripheral wall. , Characterized in that.
【0012】さらに、上記第2の目的を達成するため
に、請求項4に記載の発明は、集水した雨水を地下で貯
留するとともにその一部を徐々に排出するボックス配置
型貯留浸透槽において、非透水性の周壁下部と、透水性
の周壁上部と、雨水の集水口を有する上壁と、を備えた
貯留浸透用のボックスを間隔を開けて配置し、当該ボッ
クスと隣のボックスとの間を管路で接続することによ
り、配置したボックスの全体で貯留浸透槽を成すように
した、ことを特徴とする。Furthermore, in order to achieve the second object, the invention according to claim 4 is directed to a box-arranged storage and infiltration tank for storing collected rainwater underground and gradually discharging a part of the collected rainwater. , A non-permeable peripheral wall lower part, a water-permeable peripheral wall upper part, and an upper wall having a rainwater collecting port, a storage infiltration box arranged at intervals, and the box and the adjacent box By connecting the pipes with each other, a storage and infiltration tank is formed as a whole of the arranged boxes.
【0013】[0013]
【発明の実施の形態】以下にこの発明の実施の形態を図
面に基づいて詳細に説明する。図1はこの発明のボック
ス配置型貯留浸透槽の一例を概略的に示す図、図2はボ
ックスの斜め下方からの斜視図、図3は図1のX−X線
断面を示す図である。これらの図において、ボックス配
置型貯留浸透槽1は、集水した雨水を地下で一時的に貯
留しその後徐々に排出させるための槽で、傾斜地100
に、貯留浸透用のボックス2…を間隔を開けて設置し、
当該ボックス2と隣のボックス2との間を管路(連結
管)3で接続して構成したものであり、配置したボック
ス2…の全体で貯留浸透槽を成している。各ボックス2
は、各掘削部101内に周囲に砕石102を堆積させた
状態で水平に設置されている。Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a diagram schematically showing an example of a box-arranged storage and infiltration tank of the present invention, FIG. 2 is a perspective view of the box from obliquely below, and FIG. 3 is a diagram showing a cross section taken along line XX of FIG. In these figures, a box-arranged storage infiltration tank 1 is a tank for temporarily storing collected rainwater underground and then gradually discharging the collected rainwater.
Then, storage boxes 2 for storage infiltration are installed at intervals,
The box 2 and the adjacent box 2 are connected by a conduit (connecting pipe) 3, and the arranged boxes 2... Constitute a storage permeation tank as a whole. Each box 2
Are installed horizontally with crushed stones 102 deposited around each excavation unit 101.
【0014】なお、掘削部101の側面には、細粒土が
砕石102側へ混入してくるのを防止するための透水シ
ート103が掛けられている。Note that a water permeable sheet 103 for preventing fine-grained soil from entering the crushed stone 102 is hung on the side surface of the excavation part 101.
【0015】上記のボックス2は、底面が開口したボッ
クス状のものであり、透水性を有する周壁21と、雨水
の集水口23を有する上壁22とから成る。このボック
ス2を掘削部101に設置する際には、掘削部101側
にボックス2の据付面に相当する部分まで砕石102を
充填しておき、その砕石102上にボックス2を載置
し、その後ボックス2の底部109に貯まる流入土砂等
を清掃しやすくするために、コンクリートで現場打設し
平均に均しておく。周壁21は、例えば透水コンクリー
ト製であり、この透水コンクリートは、骨材相互をコン
クリート成分で接合するとともに各骨材間に微細な連続
状の空隙を持たせて水が通過可能にしたものである。ボ
ックス2の周壁21のうち、長さ方向両端の壁には、各
上端中央に連結管3接続用の開口部24,24が穿設し
てあり、各ボックス2を配置した後、隣のボックス2と
の間で、この開口部24,24同士を連結管3で接続す
る。周壁21の上部には、その周壁21とは連続的にか
つ一体的にコンクリート製の上壁22が形成されてい
る。なお、開口部24は、周壁上端よりさらに高い位
置、例えば後述するマンホール107の側壁に設けるよ
うにしてもよい。The box 2 has a box shape with an open bottom surface, and includes a peripheral wall 21 having water permeability and an upper wall 22 having a rainwater collecting port 23. When the box 2 is installed in the excavation unit 101, the excavation unit 101 is filled with the crushed stone 102 up to a portion corresponding to the installation surface of the box 2, and the box 2 is placed on the crushed stone 102. In order to make it easier to clean the inflow soil and the like accumulated in the bottom portion 109 of the box 2, concrete is cast on site and averaged. The peripheral wall 21 is made of, for example, permeable concrete, and the permeable concrete is formed by joining aggregates with concrete components and providing fine continuous gaps between the aggregates so that water can pass therethrough. . In the peripheral wall 21 of the box 2, openings 24, 24 for connecting the connecting pipe 3 are formed at the center of each upper end in the walls at both ends in the length direction. 2, the openings 24 are connected to each other by the connecting pipe 3. On the upper part of the peripheral wall 21, a concrete upper wall 22 is formed continuously and integrally with the peripheral wall 21. The opening 24 may be provided at a position higher than the upper end of the peripheral wall, for example, at a side wall of a manhole 107 described later.
【0016】上壁22には、適当な箇所に集水口23を
穿設し、この集水口23には、地表面に臨むマンホール
107を載置し、そのマンホール107と、地表面に設
けた集水ます105とを連接して集水ます105からの
雨水を導きボックス2に集水する。なお、マンホール1
07は点検口の役割も果たしており、蓋を開けて作業員
が出入りすることでボックス2の内部を点検できるよう
になっている。上壁22の上方には人工基盤を形成し、
用途により適宜表面処理して歩道、公園などを造る。A water collecting port 23 is formed at an appropriate place on the upper wall 22, and a manhole 107 facing the ground surface is mounted on the water collecting port 23. The manhole 107 and a collecting hole provided on the ground surface are provided. The water is connected to the water basin 105 and the rainwater from the water basin 105 is guided and collected in the box 2. In addition, manhole 1
Reference numeral 07 also serves as an inspection port, and the inside of the box 2 can be inspected by opening the lid and allowing a worker to enter and exit. An artificial base is formed above the upper wall 22,
A sidewalk, a park, etc. can be made by surface treatment as appropriate.
【0017】上記構成のボックス配置型貯留浸透槽1に
おいて、雨水は各集水口23から各ボックス2に流入す
る。そして、何れかのボックス2において、雨水が貯ま
り水面が開口部24より上になると、その分は連結管3
を通って傾斜下方の隣のボックス2に流入する。このよ
うにして、配置したボックス2…は連通して全体で大き
な貯留浸透槽1を構成する。In the box-arranged storage and infiltration tank 1 having the above structure, rainwater flows into each box 2 from each water collecting port 23. When rainwater is stored in any one of the boxes 2 and the water level is higher than the opening 24, the connection pipe 3
Flows into the adjacent box 2 below the slope. In this way, the arranged boxes 2... Communicate to form a large storage and infiltration tank 1 as a whole.
【0018】各ボックス2に貯留された雨水は、その後
周壁21の透水コンクリートに浸透し、さらに透水コン
クリートから砕石101に浸透し、透水シート103を
通って徐々に地下水として排出される。The rainwater stored in each box 2 then penetrates into the permeable concrete of the peripheral wall 21, further penetrates the crushed stone 101 from the permeable concrete, and is gradually discharged as groundwater through the permeable sheet 103.
【0019】このように、この実施形態では、貯留浸透
用のボックス2を配置するようにし、かつその配置した
ボックス2を連通して全体で貯留浸透槽1を成すように
したので、傾斜地や設置スペースの狭い住宅密集地のよ
うな大規模な施設を設置できない場所でも、簡単に設置
でき、しかも相互に貯留量を補い合うので、貯留槽とし
ての必要容量も十分に確保することができ、また連結管
3でつないでいくため、曲線的な施工にも有利となる。As described above, in this embodiment, the storage / penetration box 2 is arranged and the arranged box 2 is communicated to form the storage / penetration tank 1 as a whole. Even in places where large-scale facilities cannot be installed, such as in densely populated residential areas, they can be easily installed and complement each other with storage capacity, so that sufficient storage tank capacity can be secured and connected. Because the pipes 3 are connected, it is advantageous for curved construction.
【0020】また、隣のボックス2同士を連結する連結
管3は、ボックス2が満杯になる水面同士を連通するの
で、各ボックス2内部での過度な水圧上昇を防止でき、
堰を設けなくとも、十分に水圧を緩和することができ、
ボックス配置型貯留浸透槽を傾斜地での適合性の高いも
のとすることができる。Further, since the connecting pipe 3 connecting the adjacent boxes 2 communicates with each other on the water surface where the boxes 2 are full, it is possible to prevent an excessive rise in water pressure inside each box 2.
Even without a weir, water pressure can be sufficiently reduced,
It is possible to make the box-arranged storage infiltration tank highly compatible with the sloped land.
【0021】さらに、ボックス2をその周壁21をポー
ラスな構造としまた底面を備えないものとしたので、軽
量化を実現でき、その施工に際しての運搬および設置を
より簡単に行うことができる。Further, since the box 2 has a peripheral wall 21 having a porous structure and no bottom surface, the box 2 can be reduced in weight, and can be more easily transported and installed at the time of construction.
【0022】次に、この発明のボックス配置型貯留浸透
槽の第2の実施形態について、図4および図5を用いて
説明する。Next, a second embodiment of the box-arranged storage and infiltration tank according to the present invention will be described with reference to FIGS.
【0023】図4はこの発明のボックス配置型貯留浸透
槽の第2の実施形態を示す図、図5はボックスの斜視図
である。なお、図4および図5において、上記第1の実
施形態と同一の構成要素には同一の符号を付して、その
説明を省略することとする。FIG. 4 is a view showing a second embodiment of the box-arranged storage and infiltration tank according to the present invention, and FIG. 5 is a perspective view of the box. 4 and 5, the same components as those in the first embodiment are denoted by the same reference numerals, and description thereof will be omitted.
【0024】この第2の実施形態が、上記第1の実施形
態と異なる点は、ボックス配置型貯留浸透槽1Aを構成
するボックス5を井戸型とし、その井戸型ボックス5の
下部511に雨水を長期間貯留させ、雨水の地中への浸
透を上部512から行わせるようにした点である。The second embodiment is different from the first embodiment in that the box 5 constituting the box-arranged storage and infiltration tank 1A is of a well type, and rain water is poured into a lower part 511 of the well type box 5. The point is that rainwater is stored for a long period of time and the rainwater is permeated into the ground from the upper part 512.
【0025】すなわち、ボックス配置型貯留浸透槽1A
を構成する各ボックス5は、周壁51の下部511を、
例えばコンクリート製で非透水性とすることで雨水の長
期間貯留を可能とし、周壁51の上部512を、例えば
透水コンクリート製を用いて透水性を持たせることで貯
留水の地中への浸透を可能としており、上壁52には雨
水の集水口53を備えている。ボックス配置型貯留浸透
槽1Aは、この貯留浸透用のボックス5を間隔を開けて
配置し、当該ボックス5と隣のボックス5との間を管路
(連通管)3で接続して構成する。この連通管3の接続
は、マンホール107の側壁に穿設した開口部54を、
隣のボックス5との間で接続することにより行う。That is, the storage and infiltration tank 1A of the box arrangement type
Each box 5 constituting the lower part 511 of the peripheral wall 51,
For example, it is possible to store rainwater for a long period of time by making it made of concrete and impermeable to water. The upper wall 52 is provided with a rainwater collecting port 53. The box-arranged storage and infiltration tank 1A is configured such that the storage and infiltration boxes 5 are arranged at intervals, and the box 5 and the adjacent box 5 are connected by a conduit (communication pipe) 3. The connection of the communication pipe 3 is performed by opening the opening 54 formed in the side wall of the manhole 107.
This is performed by connecting with the adjacent box 5.
【0026】この第2の実施形態では、ボックス5を連
通させるので、上記の第1の実施形態と同様に、傾斜地
等での設置容易、貯留浸透槽としての必要容量確保等の
効果を奏するとともに、さらに次のような効果を発揮す
る。すなわち、井戸型ボックス5の下部511に雨水を
長期間貯留させ、雨水の地中への浸透を上部512から
行わせるようにしたので、雨水を一時的に貯留しその後
排出するという地下調整池としての機能に追加してさら
に、多量の雨水を下部511に貯めることで、傾斜地や
住宅密集地などで不足がちな防火用水、あるいは災害発
生時に不足する生活用水に当てることができ、地下の有
効活用に寄与するところ大である。In the second embodiment, since the boxes 5 are communicated with each other, the same effects as those of the first embodiment described above can be obtained, such as easy installation on a slope or the like, securing necessary capacity as a storage and infiltration tank, and the like. In addition, the following effects are exhibited. That is, rainwater is stored in the lower part 511 of the well-type box 5 for a long time, and the rainwater is made to permeate into the ground from the upper part 512, so that the underground regulating pond temporarily stores the rainwater and then discharges it. In addition to the above function, a large amount of rainwater can be stored in the lower part 511, so that it can be used for fire prevention water, which tends to be scarce on sloping terrain or densely populated houses, or for daily life water shortage in the event of a disaster. It is a great place to contribute to.
【0027】上記の説明では、ボックス2,5を傾斜地
100に設置する場合について説明したが、これを小さ
な公園や住宅密集地での道路などにも同様に設置するこ
とができる。平地での設置に際しては、ボックス2,5
の埋設深さを順次変えて配置し連通させてもよいし、同
一深さに並べて配置して連通させてもよい。In the above description, the case where the boxes 2 and 5 are installed on the sloping land 100 has been described. However, the boxes 2 and 5 can be similarly installed on a small park or a road in a densely populated house. For installation on level ground, boxes 2,5
The buried depths may be sequentially changed to arrange and communicate, or they may be arranged and communicated at the same depth.
【0028】また、第2の実施形態では、複数の井戸型
ボックス5を配置し連通するようにしたが、井戸型のボ
ックス5を単独で設置しても、上記の効果、すなわち貯
留水を防火用水、生活用水に当てることができるという
効果を同様に発揮することができる。Further, in the second embodiment, a plurality of well-type boxes 5 are arranged and communicated with each other. However, even if the well-type boxes 5 are installed independently, the above-described effect, that is, the stored water is prevented from being fired. The effect that water can be applied to domestic water can be similarly exhibited.
【0029】さらに、透水性の周壁21,周壁上部51
2をそれぞれ透水コンクリートで形成するようにした
が、これを多数のスリットや多孔を有する周壁として構
成してもよい。Furthermore, the permeable peripheral wall 21 and the upper peripheral wall 51
2 is made of permeable concrete, but it may be formed as a peripheral wall having a number of slits and holes.
【0030】[0030]
【発明の効果】この発明は上記した構成からなるので、
以下に説明するような効果を奏することができる。請求
項1に記載の発明では、貯留浸透用のボックスを配置す
るようにし、かつその配置したボックスを連通して全体
で貯留浸透槽を成すようにしたので、傾斜地や設置スペ
ースの狭い住宅密集地のような大規模な施設を設置でき
ない場所でも、簡単に設置でき、しかも相互に貯留量を
補い合うので、貯留槽としての必要容量も十分に確保す
ることができ、また管路でつないでいくため、曲線的な
施工にも有利となる。Since the present invention has the above-described configuration,
The following effects can be obtained. According to the first aspect of the present invention, the storage infiltration box is arranged, and the arranged boxes are communicated with each other to form a storage infiltration tank. Even in places where large-scale facilities cannot be installed, such as can be easily installed, and because they complement each other, the storage capacity required for the storage tank can be sufficiently secured, and they can be connected by pipes. It is also advantageous for curved construction.
【0031】また、請求項2に記載の発明では、当該ボ
ックスおよび隣のボックスの各周壁上端あるいはそれよ
り高い位置にそれぞれ設けた開口部同士を接続して管路
とし、ボックスが満杯となる水面同士を連通するので、
隣のボックスからの流入水でボックス内部の水圧が過度
に上昇するようなことはなく、したがって堰を設けなく
とも十分に水圧を緩和することができ、ボックス配置型
貯留浸透槽を傾斜地での適合性の高いものとすることが
できる。According to the second aspect of the present invention, the opening provided at the upper end of each peripheral wall of the box and the adjacent box or at a position higher than the upper end is connected to form a conduit, and the water surface on which the box becomes full Because they communicate with each other,
The water pressure inside the box does not rise excessively due to the inflow water from the adjacent box, so it is possible to sufficiently reduce the water pressure without the need for a weir, and the box type storage and infiltration tank is suitable for sloped land High performance.
【0032】さらに、請求項3に記載の発明では、ボッ
クスをコンクリート製の上壁と、透水コンクリート製の
周壁とで構成したので、軽量化を実現でき、その施工に
際しての運搬および設置をより簡単に行うことができ
る。Furthermore, according to the third aspect of the present invention, the box is constituted by the upper wall made of concrete and the peripheral wall made of permeable concrete, so that the weight can be reduced and the transportation and installation at the time of construction can be made easier. Can be done.
【0033】また、請求項4に記載の発明では、井戸型
のボックスを用い、その井戸型ボックスの下部に雨水を
長期間貯留させ、雨水の地中への浸透を上部から行わせ
るようにしたので、雨水を一時的に貯留しその後排出す
るという地下調整池としての機能に追加してさらに、多
量の雨水を下部に貯めることで、傾斜地や住宅密集地な
どで不足がちな防火用水、あるいは災害発生時に不足す
る生活用水に当てることができ、地下の有効活用に寄与
するところ大である。In the invention according to claim 4, a well-type box is used, rainwater is stored for a long time in the lower part of the well-type box, and the rainwater permeates into the ground from the upper part. Therefore, in addition to the function of an underground regulating pond that temporarily stores rainwater and then discharges it, by storing a large amount of rainwater at the bottom, fire water or disasters that are likely to be scarce on slopes or densely populated areas It can be used for lack of domestic water at the time of outbreak, which greatly contributes to the effective use of underground.
【図1】この発明のボックス配置型貯留浸透槽の一例を
概略的に示す図である。FIG. 1 is a diagram schematically showing an example of a box-arranged storage and infiltration tank of the present invention.
【図2】ボックスの斜め下方からの斜視図である。FIG. 2 is a perspective view of the box from obliquely below.
【図3】図1のX−X線断面を示す図である。FIG. 3 is a view showing a cross section taken along line XX of FIG. 1;
【図4】この発明のボックス配置型貯留浸透槽の第2の
実施形態を示す図である。FIG. 4 is a diagram showing a second embodiment of the box-arranged storage and infiltration tank of the present invention.
【図5】第2の実施形態でのボックスの斜視図である。FIG. 5 is a perspective view of a box according to the second embodiment.
1,1A ボックス配置型貯留浸透槽 2,5 ボックス 3 連結管(管路) 21,51 周壁 22,52 上壁 23,53 集水口 24,54 開口部 100 傾斜地 101 掘削部 102 砕石 103 透水シート 105 集水ます 107 マンホール 1, 1A Box-arranged storage and infiltration tank 2, 5 Box 3 Connecting pipe (pipe) 21, 51 Perimeter wall 22, 52 Upper wall 23, 53 Water collecting port 24, 54 Opening 100 Slope land 101 Excavation unit 102 Crushed stone 103 Permeable sheet 105 Collecting water 107 manhole
Claims (5)
の後徐々に排出するボックス配置型貯留浸透槽におい
て、 周壁に透水性を持たせ上壁に雨水の集水口を有する貯留
浸透用のボックスを間隔を開けて配置し、当該ボックス
と隣のボックスとの間を管路で接続することにより、配
置したボックスの全体で貯留浸透槽を成すようにした、 ことを特徴とするボックス配置型貯留浸透槽。Claims: 1. A box-arranged storage and infiltration tank for temporarily storing collected rainwater underground and then gradually discharging the water, wherein the peripheral wall has water permeability and an upper wall has a rainwater collection port for storing and infiltrating. A box arrangement type, wherein boxes are arranged at intervals, and the box and the adjacent box are connected by a pipeline so that the entire arranged box forms a storage infiltration tank. Storage infiltration tank.
ックスの各周壁上端あるいはそれより高い位置にそれぞ
れ設けた開口部同士を接続することを特徴とする請求項
1に記載のボックス配置型貯留浸透槽。2. The box-arranged storage according to claim 1, wherein the conduit connects openings provided at an upper end of each peripheral wall of the box and an adjacent box or at a position higher than the upper end. Infiltration tank.
と、透水コンクリート製の周壁とから成る、ことを特徴
とする請求項1または2に記載のボックス配置型貯留浸
透槽。3. The storage / infiltration tank according to claim 1, wherein the box comprises an upper wall made of concrete and a peripheral wall made of permeable concrete.
その一部を徐々に排出するボックス配置型貯留浸透槽に
おいて、 非透水性の周壁下部と、透水性の周壁上部と、雨水の集
水口を有する上壁と、を備えた貯留浸透用のボックスを
間隔を開けて配置し、当該ボックスと隣のボックスとの
間を管路で接続することにより、配置したボックスの全
体で貯留浸透槽を成すようにした、 ことを特徴とするボックス配置型貯留浸透槽。4. A box-arranged storage infiltration tank for storing collected rainwater underground and gradually discharging part of the collected rainwater, comprising: a non-permeable lower wall, a permeable upper wall, and a rainwater collection port. By disposing a storage infiltration box having an upper wall having an interval, and connecting the box and an adjacent box by a conduit, the storage infiltration tank is formed as a whole of the arranged boxes. A box-arranged storage and infiltration tank characterized by comprising:
部と、雨水の集水口を有する上壁と、を備え、地中に埋
設して用いる、 ことを特徴とする貯留浸透用ボックス。5. A storage infiltration box, comprising: a lower part of a non-permeable peripheral wall, an upper part of a permeable peripheral wall, and an upper wall having a rainwater collecting port, and buried in the ground for use. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP04748497A JP3974214B2 (en) | 1997-03-03 | 1997-03-03 | Box arrangement type storage penetration tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP04748497A JP3974214B2 (en) | 1997-03-03 | 1997-03-03 | Box arrangement type storage penetration tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH10237933A true JPH10237933A (en) | 1998-09-08 |
JP3974214B2 JP3974214B2 (en) | 2007-09-12 |
Family
ID=12776411
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP04748497A Expired - Lifetime JP3974214B2 (en) | 1997-03-03 | 1997-03-03 | Box arrangement type storage penetration tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3974214B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001026976A (en) * | 1999-07-13 | 2001-01-30 | Shinichiro Hayashi | Channel with overflow preventing function |
JP2001123431A (en) * | 1999-10-29 | 2001-05-08 | Shinichiro Hayashi | Water channel provided with overflow preventing function |
JP2002339438A (en) * | 2001-05-18 | 2002-11-27 | Ozawa Concrete Industries Co Ltd | Rainwater permeation facilities having mud accumulating tank |
JP2009503301A (en) * | 2005-07-27 | 2009-01-29 | ジオストーレッジ コーポレイション | Water storage system |
JP2011174317A (en) * | 2010-02-25 | 2011-09-08 | Sekisui Plastics Co Ltd | Facility for suppressing outflow of rainwater |
JP2013019218A (en) * | 2011-07-13 | 2013-01-31 | Aron Kasei Co Ltd | Infiltration basin and infiltration trench system using the same |
JP2020045622A (en) * | 2018-09-14 | 2020-03-26 | 株式会社竹中工務店 | Water storage system |
-
1997
- 1997-03-03 JP JP04748497A patent/JP3974214B2/en not_active Expired - Lifetime
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2001026976A (en) * | 1999-07-13 | 2001-01-30 | Shinichiro Hayashi | Channel with overflow preventing function |
JP2001123431A (en) * | 1999-10-29 | 2001-05-08 | Shinichiro Hayashi | Water channel provided with overflow preventing function |
JP2002339438A (en) * | 2001-05-18 | 2002-11-27 | Ozawa Concrete Industries Co Ltd | Rainwater permeation facilities having mud accumulating tank |
JP4510325B2 (en) * | 2001-05-18 | 2010-07-21 | マテラス青梅工業株式会社 | Rainwater infiltration facility with mud tank |
JP2009503301A (en) * | 2005-07-27 | 2009-01-29 | ジオストーレッジ コーポレイション | Water storage system |
KR101427841B1 (en) * | 2005-07-27 | 2014-08-07 | 지오스트리지 코퍼레이션 | Water retention system |
JP2011174317A (en) * | 2010-02-25 | 2011-09-08 | Sekisui Plastics Co Ltd | Facility for suppressing outflow of rainwater |
JP2013019218A (en) * | 2011-07-13 | 2013-01-31 | Aron Kasei Co Ltd | Infiltration basin and infiltration trench system using the same |
JP2020045622A (en) * | 2018-09-14 | 2020-03-26 | 株式会社竹中工務店 | Water storage system |
Also Published As
Publication number | Publication date |
---|---|
JP3974214B2 (en) | 2007-09-12 |
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