JP3065271U - Rainwater runoff control and reuse facility - Google Patents
Rainwater runoff control and reuse facilityInfo
- Publication number
- JP3065271U JP3065271U JP1999004708U JP470899U JP3065271U JP 3065271 U JP3065271 U JP 3065271U JP 1999004708 U JP1999004708 U JP 1999004708U JP 470899 U JP470899 U JP 470899U JP 3065271 U JP3065271 U JP 3065271U
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- Prior art keywords
- water
- pipe
- rainwater
- tank
- storage tank
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Classifications
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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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
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Abstract
(57)【要約】
【課題】 雨水の再利用を図り上下水の使用料を節減す
るとともに、利用しきれない雨水についてはこれを抑制
して貯留浸透施設へ排出するようにする。
【解決手段】 雨水の流入する受水管21と仕切り板24を
有する貯水槽2の受水管21と同じ側に内部の雨水をくみ
上げる取水管31と上水を補給する上水管4と水位センサ
23を配置し、反対側に仕切り板の高さに開口する細径の
オリフィス管51と、天井付近に大径のオーバーフロー管
52を開口させ、さらにこれらの排出系統5の下流にピッ
ト内にガラスカレットを充填した貯留浸透施設6を接続
する。
(57) [Summary] [Problem] To reuse rainwater to reduce water and sewage usage fees, and to control rainwater that cannot be used to discharge it to storage and infiltration facilities. SOLUTION: A water intake pipe 31 for pumping rainwater, a water supply pipe 4 for replenishing clean water, and a water level sensor on the same side as the water intake pipe 21 of the water storage tank 2 having a water intake pipe 21 into which rainwater flows and a partition plate 24.
23, a small-diameter orifice pipe 51 that opens to the height of the partition plate on the opposite side, and a large-diameter overflow pipe near the ceiling
52 is opened, and a storage and infiltration facility 6 in which pits are filled with glass cullet is connected downstream of these discharge systems 5.
Description
【0001】[0001]
本考案は、宅地等の造成に伴い設置する調整池に代えて、個々の住宅に設置し たり、集合住宅や学校等の公共施設などに設置して雨水の再利用を図った雨水流 出抑制再利用施設に関する。 The present invention is to control rainwater discharge by installing rainwater in individual houses or in public facilities such as apartment buildings and schools instead of regulating ponds that are installed along with the development of residential land. Regarding reuse facilities.
【0002】[0002]
一定規模以上の宅地の造成に際しては、雨水の一時的な大量流出を抑制するた め、所定容量の調整池を設け、ここから下水道へ放流することが法令により義務 付けられている。しかし宅地を造成しても一定面積を調整池に当てなければなら ないということは国土の有効利用の点からも好ましくない上、開発業者にとって も販売面積が減少し、また設置後も住人、特に幼児、児童等にとって事故の危険 性があるなどの問題点がある。また雨水の流出抑制を調整池のみに依存している ため開発地域の保水力が極端に低下している点も指摘されている。一方大型建造 物等に設けられる集水タンクも同様に雨水の一時貯留が目的であり、これら調整 池や集水タンクに貯留された雨水は一定流量で徐々に下水道に排出されるが特に 浄化はなされず、またこれらの容量を超えたオーバーフロー水はその時点で直接 下水道へ放流されるので河川や海の汚染の原因ともなっている。 When constructing residential land of a certain size or more, it is required by law to set up a regulating pond with a prescribed capacity and discharge it from this to the sewer in order to suppress the temporary large outflow of rainwater. However, the fact that a certain area must be applied to the regulating pond even if the residential land is created is not preferable from the viewpoint of effective use of the national land, and the sales area is also reduced for developers, and residents, especially after installation, There are problems such as danger of accidents for infants and children. It has also been pointed out that the water retention capacity in the development area has been extremely reduced because rainwater runoff is controlled only by regulating ponds. On the other hand, the water collection tanks installed in large buildings are also intended to temporarily store rainwater, and the rainwater stored in these regulating ponds and water collection tanks is gradually discharged to the sewer at a constant flow rate. No, and overflow water exceeding these capacities is discharged directly to the sewer at that time, causing river and sea pollution.
【0003】 また、近年問題となっている酸性雨に対して特に対策は講じられておらず、そ のまま地下水に浸透させているため土壌の汚染が懸念されているという問題点も ある。[0003] Furthermore, no special measures have been taken against acid rain, which has become a problem in recent years, and there is also a problem that soil contamination is feared because it is permeated into groundwater as it is.
【0004】[0004]
本考案は、これらの問題点を解消し、雨水を貯水槽に貯留して再利用を図り上 水の使用量を節減するとともに、再利用しきれない雨水についてはこれを抑制し ながら排出するようにし、排出された雨水を地下に浸透させることで屋根面の降 雨水を敷地外に流出させない雨水流出抑制再利用施設を実現することを目的とす る。 The present invention solves these problems, saves rainwater in a water storage tank and reuses it to reduce the amount of water used, and reduces and discharges rainwater that cannot be reused. The objective is to realize a rainwater runoff control and reuse facility that does not allow rainwater on the roof to flow out of the site by infiltrating the discharged rainwater into the basement.
【0005】[0005]
本考案は、住宅等の屋根に設けられる雨樋に接続される雨水管と、この雨水管 に接続される流入管と、敷地内に設置され、前記流入管に接続する受水管を備え 、内部に底部から上水補給量レベルの高さまでの仕切り板を有する貯水槽と、貯 水槽内の水位を検出する水位センサと、貯水槽内の水をくみ上げて再利用系統に 給水する取水管と、前記水位センサの信号により貯水槽内に上水を補給する上水 管と、貯水槽内の最大貯留量レベル高さに開口して貯水槽内の水を徐々に排出す る細径のオリフィス管と、貯水槽の天井付近に開口して貯水槽内の水を大量に排 出する大径のオーバーフロー管とを備える雨水流出抑制再利用施設であって、前 記取水管と上水管と水位センサとが貯水槽内の仕切り板に対して前記受水管と同 じ側に開口または配置され、前記オリフィス管が貯水槽内の仕切り板に対してこ れらと反対側に開口していることを特徴とし、望ましくは前記仕切り板の底部寄 り位置に、前記流入管が開口している側にのみ開く逆止ダンパを設け、さらに望 ましくは、前記オリフィス管およびオーバーフロー管の下流側に、地中に掘削し たピットの底部に透水シートを敷き、その上部に栗石を投入し、その隙間にガラ スカレットを充填したカレット層を設けてなる貯留浸透施設を接続したものであ る。 The present invention includes a rainwater pipe connected to a rain gutter provided on a roof of a house or the like, an inflow pipe connected to the rainwater pipe, and a water receiving pipe installed on the premises and connected to the inflow pipe. A water tank having a partition plate from the water supply level to a water supply level, a water level sensor for detecting a water level in the water tank, an intake pipe for pumping water in the water tank and supplying the water to a reuse system, and the water level. A water pipe for refilling the water tank with the signal of the sensor, a small-diameter orifice pipe that opens to the maximum storage level in the water tank and gradually discharges the water in the water tank; This is a rainwater runoff control and reuse facility that has a large-diameter overflow pipe that opens near the ceiling of the water tank and discharges a large amount of water in the water tank, and the intake pipe, water pipe, and water level sensor store water. Opening or opening on the same side as the receiving pipe with respect to the partition plate in the tank And the orifice pipe is opened on the opposite side to the partition plate in the water storage tank, and preferably, the inflow pipe is opened at a position near the bottom of the partition plate. A non-return damper that opens only on the side of the pit is provided.More preferably, a water-permeable sheet is laid at the bottom of the pit excavated in the ground downstream of the orifice pipe and overflow pipe, and the stone is injected into the upper part of the pit. It is connected to a storage infiltration facility that has a cullet layer filled with glass scarlet in the gap.
【0006】[0006]
本考案の一実施例を図面により説明する。図1は本考案の雨水流出抑制再利用 施設の構成を示す系統図、図2はその要部を示す部分断面図で、Rは住宅等の屋 根、1は雨水の流入系統で11は竪横の雨樋、12はこれに接続する雨水管、13はさ らにその下流に接続される流入管、14は流入管13の入口に設けられるフィルタ、 2は敷地内、例えば地下に埋設される貯水槽、21はその受水管、22はその入口に 設けられるフィルタ、23は貯水槽2の内部の水位を検出する三極棒式等の水位セ ンサ、24は貯水槽2内部に設けられ、その底部から上水補給量レベルの高さまで の仕切り板、25は仕切り板24の下部に開口を設けてこれをふさぐように取り付け られた逆止ダンパ、3は雨水の再利用系統で、31は貯水槽2内に貯留された雨水 をくみ上げる取水管、32は取水ポンプ、33はくみ上げた雨水の利用先のひとつで あるトイレ水栓、34は芝生への撒水をはじめとして雨水を庭で使用するための撒 水栓、4は貯水槽2内の水位が低下して再利用のためのくみあげが困難であると きに上水道から上水を補給するための上水管、5は再利用系統で使用しきれない 貯水槽2内の水を排出する排出系統で、51は貯水槽2内の最大貯留量レベルの高 さに開口して貯水槽内の水を徐々に排出するための細径のオリフィス管、52は貯 水槽2の天井付近に開口して貯水槽内の水がオーバーフローする場合にこれを一 気に排出する大径のオーバーフロー管、53はオリフィス管51およびオーバーフロ ー管52の下流側に接続される排出管、6は追って図4により説明するが、排出さ れた水を受け入れて地盤内に浸透させる貯留浸透施設である。 One embodiment of the present invention will be described with reference to the drawings. Fig. 1 is a system diagram showing the configuration of the rainwater runoff control and reuse facility of the present invention. Fig. 2 is a partial cross-sectional view showing the main part of the facility. A horizontal rain gutter, 12 is a rainwater pipe connected to this, 13 is an inflow pipe connected further downstream, 14 is a filter provided at the inlet of the inflow pipe 13, 2 is buried in the site, for example, underground A water storage tank, 21 is a water receiving pipe thereof, 22 is a filter provided at an inlet thereof, 23 is a water level sensor of a tri-pole type or the like for detecting a water level inside the water storage tank 2, 24 is provided inside the water storage tank 2, A partition plate extending from the bottom to the level of the water supply level, 25 is a check damper that is provided with an opening at the bottom of the partition plate 24 and is installed to cover it, 3 is a rainwater recycling system, and 31 is a rainwater reuse system Intake pipe for pumping rainwater stored in water storage tank 2, 32 for intake pump, 33 for use of pumped rainwater One of these is a toilet faucet, 34 is a sprinkler for using rainwater in the garden, including watering the lawn, and 4 is a water level in the water tank 2 that is low, making it difficult to pump it up for reuse. A water pipe for replenishing water from the water supply at a certain time, 5 is a drainage system that discharges water in the water tank 2 that cannot be used in the reuse system, and 51 is a maximum storage level in the water tank 2 The orifice pipe 52 has a small diameter and is opened near the ceiling of the water tank 2 so that the water in the water tank overflows when the water in the water tank overflows. A large-diameter overflow pipe for discharging air, 53 is a discharge pipe connected downstream of the orifice pipe 51 and the overflow pipe 52, and 6 will be described later with reference to FIG. This is a storage and infiltration facility that infiltrates the inside.
【0007】 すなわち本考案の雨水流出抑制再利用施設においては、住宅等の屋根に降った 雨を流入系統1により集めて貯水槽2に貯留し、これを再利用系統3によりトイ レ、撒き水等に有効利用して上水の使用量を節減することを第一の目的とする。 つぎに雨天が連続する等で貯水槽2内の水を再利用系統で使用しきれない場合 、これをオリフィス管51により徐々にオーバーフローさせ、さらに台風、集中豪 雨等、短時間の内に大量の降雨があった場合はオーバーフロー管52により一気に 排出してこれを貯留浸透施設6に導き、地盤内に浸透させることを第二の目的と する。That is, in the rainwater runoff control and reuse facility of the present invention, rain that has fallen on the roof of a house or the like is collected by the inflow system 1 and stored in the water storage tank 2, and is collected and reused by the reuse system 3. The primary purpose is to reduce the amount of water used by effectively utilizing water. Next, when the water in the water storage tank 2 cannot be fully used in the reuse system due to continuous rain, etc., the water is gradually overflowed by the orifice pipe 51, and a large amount of water in a short time, such as a typhoon or a torrential rain. The second purpose is to discharge the rain at a stretch by the overflow pipe 52 and guide it to the storage and infiltration facility 6 to infiltrate into the ground.
【0008】 ここで貯水槽内の水位について、図2により説明する。図2は図1の要部を示 す部分断面図で、各符号は図1と同じである。この貯水槽2には図2に示すよう にW.L.1 〜W.L.3 まで3段階の管理水位がある。まずW.L.1 は最低レベルで、水 位がこれ以下になると再利用系統3が運転できないから、雨水が不足した場合は やむを得ず上水を補給して貯水槽内の水位を必ずこれ以上に維持しなければなら ない。したがって水位センサ23で水位がW.L.1 まで下がったことを検知したら上 水管4の弁を開いて上水を補給する。そこで上水の補給量を最小限とするため、 受水管21を貯水槽内の一端に寄せて配置し、その外側に仕切り板24を設けて、取 水管31、上水管4、水位センサ23をこの仕切り板24に対して受水管21と同じ側に 開口、あるいは配置して、雨水の不足する時期にはこの内部だけに水を出入させ るようにして上水の補給量を最小限にすることが望ましい。さらに図2に示すよ うに仕切り板24の下部に開口を設けて内側(前記受水管21、取水管31のある側) からこれをふさぐように、すなわち受水管21が開口している側にのみ開くように 逆止ダンパ25を取り付けると、上水の補給量を一層節減することができる。Here, the water level in the water storage tank will be described with reference to FIG. FIG. 2 is a partial cross-sectional view showing the main part of FIG. As shown in FIG. 2, this water tank 2 has three control water levels from W.L.1 to W.L.3. First, WL1 is at the lowest level, and if the water level falls below this level, the reuse system 3 cannot operate. Therefore, in the event of a shortage of rainwater, water must be replenished to maintain the water level in the storage tank above this level. Must. Therefore, when the water level sensor 23 detects that the water level has dropped to W.L.1, the valve of the water pipe 4 is opened to supply fresh water. Therefore, in order to minimize the supply amount of clean water, the water receiving pipe 21 is arranged close to one end in the water storage tank, and a partition plate 24 is provided outside the water receiving pipe 21, and the water intake pipe 31, the clean water pipe 4, and the water level sensor 23 are arranged. An opening or arrangement is made on the same side as the water receiving pipe 21 with respect to the partition plate 24, so that when rainwater is in short supply, water is allowed to flow in and out of this only to minimize the amount of water supply. It is desirable. Further, as shown in FIG. 2, an opening is provided at the lower portion of the partition plate 24 so as to block the inside from the side (the side where the water intake pipe 21 and the water intake pipe 31 are provided), that is, only on the side where the water intake pipe 21 is open. If the check damper 25 is attached so as to open, the supply amount of clean water can be further reduced.
【0009】 図3によりこれを説明する。(a)は逆止ダンパ25を設けない場合である。仕 切り板24の外側(図の左側)の水は取水管31で吸い上げることができないからデ ッドストックとして残り、仕切り板24の内側の水位が下がると貯水槽2内に水が ありながら上水を補給することになる。(b)は逆止ダンパ25を設けた場合であ る。かりに(a)と同じ水位の状態になれば、仕切り板24の外側の水は逆止ダン パ25を開いて両側の水位が等しくなるまで矢印のように仕切り板24の内側に進入 する。このまま雨水の流入がなく、貯水槽内の水位がW.L.1 まで下がると上水管 4から上水が補給されるが、仕切り板24の内側の水位が上がれば逆止ダンパ25は 閉じるから、補給は仕切り板24の内側に対してのみ行われ、補給量は少なくて済 む。This will be described with reference to FIG. (A) is a case where the check damper 25 is not provided. The water outside the partition plate 24 (left side in the figure) cannot be sucked up by the intake pipe 31 and remains as dead stock. When the water level inside the partition plate 24 falls, the water is discharged while the water in the water storage tank 2 remains. Will be replenished. (B) shows a case where a check damper 25 is provided. When the water level reaches the same level as in (a), the water outside the partition plate 24 enters the inside of the partition plate 24 as indicated by an arrow until the water levels on both sides are equal by opening the check damper 25. If there is no inflow of rainwater and the water level in the water storage tank drops to WL1, water is replenished from the water pipe 4, but if the water level inside the partition plate 24 rises, the check damper 25 closes. It is performed only on the inside of the partition plate 24, and the supply amount is small.
【0010】 再び図2に戻って排出系統の水位について説明する。貯水槽2には最大貯留量 レベル(任意設定可能)の高さに排出抑制レベルとしてW.L.2 が設定され、この 位置にオリフィス管51の先端が開口している。オリフィス管51は貯水槽外に伸び 、その末端はこれの先端と同じレベルもしくはそれ以下のレベルで排出管53に開 口している。オリフィス管51は例えば内径20mmの細径管で、貯水槽内の水位が W.L.2 より上にあるとき、貯水槽内の水を徐々に排出する。貯水槽内水位のW.L. 1 からW.L.2 までの水が雨水利用層である。オリフィス管51は仕切り板24に対し て受水管21と反対側に開口させる。Returning to FIG. 2, the water level of the discharge system will be described. In the water storage tank 2, W.L.2 is set as the discharge suppression level at the height of the maximum storage level (can be set arbitrarily), and the tip of the orifice pipe 51 is opened at this position. The orifice pipe 51 extends out of the water tank, and its end is opened to the discharge pipe 53 at the same level as or less than the tip of the orifice pipe. The orifice pipe 51 is, for example, a small-diameter pipe having an inner diameter of 20 mm. When the water level in the water storage tank is higher than W.L.2, the water in the water storage tank is gradually discharged. The water from W.L. 1 to W.L.2 in the water tank is the rainwater use layer. The orifice pipe 51 is opened on the side opposite to the water receiving pipe 21 with respect to the partition plate 24.
【0011】 また集中豪雨等で一時に大量の水が貯水槽2に侵入した場合は、オリフィス管 51による排水だけでは排出量が不足するため貯水槽内の水位が上昇し、W.L.3 を 越えた時点でオーバーフロー管52から水が大量に排出されるようになる。W.L.3 は貯留限界レベルであり、水位のW.L.2 からW.L.3 までが流出抑制層である。水 の大量流入が止めばオリフィス管51からの流出のみが残り、やがて水位はW.L.2 で安定する。When a large amount of water enters the water tank 2 at one time due to a torrential rain or the like, the water level in the water tank rises due to the shortage of water discharged only by the orifice pipe 51, and the water level exceeds WL3. At this point, a large amount of water is discharged from the overflow pipe 52. W.L.3 is the storage limit level, and the water level from W.L.2 to W.L.3 is the runoff control layer. If the large inflow of water stops, only the outflow from the orifice tube 51 remains, and the water level eventually stabilizes at W.L.2.
【0012】 オリフィス管51またはオーバーフロー管52から流出した雨水は、排出管53を経 由して下流の貯留浸透施設6に導くようにするのがよい。しかし浸透できない地 域では排出管53から直接下水道へ排出する。 つぎに貯留浸透施設6を図4により説明する。この例では住宅の駐車場スペー スの下部に貯水槽2と貯留浸透施設6を設置している。Cは駐車中の自動車であ る。貯留浸透施設6は地中に掘削したピットの底部に透水シート64を敷き、その 上部に栗石を投入し、その隙間にリサイクルガラス瓶等を破砕したガラスカレッ トを充填してカレット層63とし、さらにその上部に砕石を敷きつめて砕石層62を 形成し、カレット層63、砕石層62の内部に溜め枡61を埋設してなり、溜め枡61の 側面には細かい孔を多数設けて内部の水が侵出するようになっている。なお砕石 層62は、上部の駐車場の舗装に対する支持層である。なお図4ではオリフィス管 51の末端およびオーバーフロー管52が直接溜め枡61内に開口しているが、設置場 所の条件により図1のようにこの間に排出管53を介在させてもよい。The rainwater flowing out of the orifice pipe 51 or the overflow pipe 52 is preferably guided to the downstream storage and infiltration facility 6 via the discharge pipe 53. However, in areas where it cannot penetrate, the water is discharged directly from the discharge pipe 53 to the sewer. Next, the storage and infiltration facility 6 will be described with reference to FIG. In this example, a water storage tank 2 and a storage infiltration facility 6 are installed below the parking space of a house. C is a parked car. In the storage and infiltration facility 6, a water permeable sheet 64 is laid at the bottom of the pit excavated in the ground, and the upper part of the pit is filled with rock stone. Crushed stone is spread over the top to form a crushed stone layer 62, and a cullet layer 63 and a basin 61 are buried in the crushed stone layer 62. It comes out. The crushed stone layer 62 is a support layer for the pavement of the upper parking lot. In FIG. 4, the end of the orifice pipe 51 and the overflow pipe 52 are directly opened in the reservoir 61, but a discharge pipe 53 may be interposed between them as shown in FIG.
【0013】 貯水槽2からオリフィス管51またはオーバーフロー管52を経由して溜め枡61内 に流入した雨水は、カレット層63を滴下して透水シート64から地盤内に浸透する 。ところでガラスを粉砕したカレットは粒径が最大 6mm程度で、酸性雨を中和 するpH調性能力を有する。実験によれば、内径12mmのガラス筒にカレットを 1〜5cmの5種類の厚さに詰め、pH4.73の人工酸性雨60mlを1分間に0.77 mlの割合で流下させて流下後のpHを測定したところ、7.34〜9.40の結果が得 られた。したがって貯留浸透施設6において、カレット層63を流下するうちに酸 性雨はカレットによる中和作用を受けて、中性ないし弱アルカリ性となって地盤 に浸透するから、本考案の貯留浸透施設によれば、雨水が地下水に還元されるだ けでなく、水質および土壌に対する酸性雨の影響が除去されるという効果がある 。The rainwater flowing from the water storage tank 2 into the reservoir 61 via the orifice pipe 51 or the overflow pipe 52 drops into the cullet layer 63 and permeates into the ground from the water-permeable sheet 64. By the way, the cullet obtained by pulverizing glass has a maximum particle size of about 6 mm and has a pH adjusting ability to neutralize acid rain. According to the experiment, cullet was packed in a glass cylinder with an inner diameter of 12 mm to 5 kinds of thicknesses of 1 to 5 cm, and 60 ml of artificial acid rain of pH 4.73 was allowed to flow down at a rate of 0.77 ml per minute to adjust the pH after flowing down. As a result of measurement, results of 7.34 to 9.40 were obtained. Therefore, in the storage and infiltration facility 6, while flowing down the cullet layer 63, the acid rain is neutralized by the cullet, becomes neutral or weakly alkaline, and penetrates into the ground. This has the effect of not only reducing rainwater to groundwater, but also eliminating the effects of acid rain on water quality and soil.
【0014】 なお、前記説明で貯水槽2は地下に埋設した例を示したが、本考案はこれに限 定されるものではなく、地上に設置したものであっても本考案の目的が達成され ること勿論のことである。In the above description, the water tank 2 is buried underground. However, the present invention is not limited to this. Even if the water tank 2 is installed on the ground, the purpose of the present invention is achieved. Of course.
【0015】[0015]
本考案は、敷地内を有効に利用して雨水を再利用し、雨水の不足している時で も上水の補給量を最小限とすることが可能であり、一方、利用しきれない雨水に ついては、酸性雨の影響を除去した上で地盤内に浸透させ地下水に還元させると 共に、河川下流域における浸水防止が図れる等、優れた作用効果を奏するもので ある。 The present invention makes it possible to reuse rainwater by effectively using the premises, and to minimize the amount of water supply even when rainwater is scarce. It has excellent effects, such as eliminating the effects of acid rain and then permeating the ground to reduce it to groundwater and preventing inundation in the lower river basin.
【図1】本考案の実施例の構成を示す系統図である。FIG. 1 is a system diagram showing a configuration of an embodiment of the present invention.
【図2】図1の要部を示す部分断面図である。FIG. 2 is a partial sectional view showing a main part of FIG.
【図3】本考案の実施例における貯水槽内の仕切り板と
逆止ダンパの作用を説明する説明図である。FIG. 3 is an explanatory view illustrating the operation of the partition plate and the check damper in the water storage tank in the embodiment of the present invention.
【図4】本考案の実施例における貯留浸透施設の断面図
である。FIG. 4 is a sectional view of the storage and infiltration facility according to the embodiment of the present invention.
1 流入系統 2 貯水槽 3 再利用系統 4 上水管 5 排出系統 6 貯留浸透施設 11 雨樋 12 雨水管 13 流入管 14、22 フィルタ 21 受水管 23 水位センサ 24 仕切り板 25 逆止ダンパ 31 取水管 32 送水ポンプ 33 トイレ水栓 34 撒水栓 51 オリフィス管 52 オーバーフロー管 53 排出管 61 溜め枡 62 砕石層 63 カレット層 64 透水シート C 自動車 R 屋根 DESCRIPTION OF SYMBOLS 1 Inflow system 2 Reservoir 3 Reuse system 4 Water pipe 5 Drainage system 6 Storage / penetration facility 11 Rain gutter 12 Rainwater pipe 13 Inflow pipe 14, 22 Filter 21 Receiving pipe 23 Water level sensor 24 Partition plate 25 Non-return damper 31 Intake pipe 32 Water supply Pump 33 Toilet faucet 34 Sprinkling faucet 51 Orifice pipe 52 Overflow pipe 53 Drain pipe 61 Reservoir basin 62 Crushed stone layer 63 Cullet layer 64 Permeable sheet C Car R Roof
Claims (3)
接続される雨水管(12)と、この雨水管(12)に接続さ
れる流入管(13)と、敷地内に設置され、前記流入管
(13)に接続する受水管(21)を備え、内部に底部から
上水補給量レベルの高さまでの仕切り板(24)を有する
貯水槽(2)と、貯水槽(2)内の水位を検出する水位
センサ(23)と、貯水槽(2)内の水をくみ上げて再利
用系統(3)に給水する取水管(31)と、前記水位セン
サ(23)の信号により貯水槽(2)内に上水を補給する
上水管(4)と、貯水槽(2)内の最大貯留量レベル高
さに開口して貯水槽(2)内の水を徐々に排出する細径
のオリフィス管(51)と、貯水槽(2)の天井付近に開
口して貯水槽(2)内の水を大量に排出する大径のオー
バーフロー管(52)とを備える雨水流出抑制再利用施設
であって、前記取水管(31)と上水管(4)と水位セン
サ(23)とが貯水槽(2)内の仕切り板(24)に対して
前記受水管(21)と同じ側に開口または配置され、前記
オリフィス管(51)が貯水槽(2)内の仕切り板(24)
に対してこれらと反対側に開口していることを特徴とす
る雨水流出抑制再利用施設。1. A rainwater pipe (12) connected to a rain gutter (11) provided on a roof of a house or the like, an inflow pipe (13) connected to the rainwater pipe (12), A water storage tank (2) having a water receiving pipe (21) connected to the inflow pipe (13) and having therein a partition plate (24) having a height from the bottom to the level of the water supply amount; and a water storage tank (2). A water level sensor (23) for detecting a water level, an intake pipe (31) for pumping water in a water storage tank (2) and supplying water to a reuse system (3); and a water storage tank (23) based on a signal from the water level sensor (23). 2) A water pipe (4) for replenishing clean water into the water tank, and a small-diameter orifice opening to the maximum storage level in the water tank (2) and gradually discharging water from the water tank (2). It has a pipe (51) and a large-diameter overflow pipe (52) which is opened near the ceiling of the water tank (2) and discharges a large amount of water in the water tank (2). A rainwater runoff control and reuse facility, wherein the water intake pipe (31), the water pipe (4), and the water level sensor (23) are attached to the partition plate (24) in the water storage tank (2) by the water receiving pipe (21). ), The orifice pipe (51) is placed or arranged on the same side as the partition plate (24) in the water storage tank (2).
A rainwater runoff control and reuse facility that is open to the other side of the facility.
前記流入管(21)が開口している側にのみ開く逆止ダン
パ(25)を設けたことを特徴とする請求項1に記載の雨
水流出抑制再利用施設。2. At a position near the bottom of the partition plate (24),
The rainwater outflow suppression and reuse facility according to claim 1, wherein a check damper (25) that opens only on the side where the inflow pipe (21) is open is provided.
フロー管(52)の下流側に、地中に掘削したピットの底
部に透水シート(64)を敷き、その上部に栗石を投入
し、その隙間にガラスカレットを充填したカレット層
(63)を設けてなる貯留浸透施設(6)を接続したこと
を特徴とする請求項1または2に記載の雨水流出抑制再
利用施設。3. A water-permeable sheet (64) is laid at the bottom of a pit excavated in the ground at the downstream side of the orifice pipe (51) and the overflow pipe (52). The rainwater runoff control and reuse facility according to claim 1 or 2, wherein a storage and infiltration facility (6) provided with a cullet layer (63) filled with glass cullet is connected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1999004708U JP3065271U (en) | 1999-06-28 | 1999-06-28 | Rainwater runoff control and reuse facility |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1999004708U JP3065271U (en) | 1999-06-28 | 1999-06-28 | Rainwater runoff control and reuse facility |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3065271U true JP3065271U (en) | 2000-02-02 |
Family
ID=43198888
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1999004708U Expired - Lifetime JP3065271U (en) | 1999-06-28 | 1999-06-28 | Rainwater runoff control and reuse facility |
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JP (1) | JP3065271U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101250076B1 (en) * | 2010-12-09 | 2013-04-02 | 코오롱글로벌 주식회사 | Rainwater and Sewage Recycling System |
CN108661149A (en) * | 2017-04-01 | 2018-10-16 | 兰州理工大学 | A kind of road is quickly percolated, water storage greening band |
-
1999
- 1999-06-28 JP JP1999004708U patent/JP3065271U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101250076B1 (en) * | 2010-12-09 | 2013-04-02 | 코오롱글로벌 주식회사 | Rainwater and Sewage Recycling System |
CN108661149A (en) * | 2017-04-01 | 2018-10-16 | 兰州理工大学 | A kind of road is quickly percolated, water storage greening band |
CN108661149B (en) * | 2017-04-01 | 2024-01-02 | 喀什大学 | Road rapid infiltration, retaining greenbelt |
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