JPH04136332A - Rainwater storage and infiltration device - Google Patents

Rainwater storage and infiltration device

Info

Publication number
JPH04136332A
JPH04136332A JP2256436A JP25643690A JPH04136332A JP H04136332 A JPH04136332 A JP H04136332A JP 2256436 A JP2256436 A JP 2256436A JP 25643690 A JP25643690 A JP 25643690A JP H04136332 A JPH04136332 A JP H04136332A
Authority
JP
Japan
Prior art keywords
rainwater
pipe
tank
storage
water level
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.)
Granted
Application number
JP2256436A
Other languages
Japanese (ja)
Other versions
JPH0457814B2 (en
Inventor
Minoru Kamei
亀井 稔
Eiichi Nakao
中尾 栄一
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.)
Haneda Concrete Industrial Co Ltd
Original Assignee
Haneda Concrete Industrial Co Ltd
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 Haneda Concrete Industrial Co Ltd filed Critical Haneda Concrete Industrial Co Ltd
Priority to JP2256436A priority Critical patent/JPH04136332A/en
Publication of JPH04136332A publication Critical patent/JPH04136332A/en
Publication of JPH0457814B2 publication Critical patent/JPH0457814B2/ja
Granted legal-status Critical Current

Links

Classifications

    • 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
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)

Abstract

PURPOSE:To prevent a disaster at the time of heavy rain by connecting a rainwater amount adjustment tank to a rainwater storage and infiltration reservoir with a feed pipe, further connecting a discharge pipe having an open/close valve to the aforesaid adjustment tank, and closing the open/close valve for water discharge from the feed pipe, when a water level in the adjustment tank reaches or exceeds the predetermined value. CONSTITUTION:A rainwater amount adjustment tank 1, and a rainwater storage and infiltration reservoir 2 are connected to each other via a feed pipe 6, and a rainwater discharge pipe 5 having a valve 7 to open and close on the motion of a float 10 is provided at the lower part of the adjustment tank 1. Also, a rainwater feed pipe 4 is connected to chutes and trenches, and the rainwater discharge pipe 5 is connected to a sewer pipe or the like. When a water level in the tank 1 reaches (b), the valve 7 closes due to the float 10 and rainwater flows from the feed pipe 6 to the storage and infiltration reservoir 2. According to the aforesaid construction, a disaster at the time of heavy rain can be prevented.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は降雨水の一時的流出を自動的に防止調節する
ことを可能にした雨水貯留浸透装置に関するものである
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a rainwater storage and infiltration device that can automatically prevent and control the temporary outflow of rainwater.

〔従来の技術〕[Conventional technology]

一般に、土地開発は地表の雨水浸透能力を著しく低下さ
せるので、雨水の流出量が多いと洪水を招く恐れがある
In general, land development significantly reduces the ability of the ground surface to infiltrate rainwater, so a large amount of rainwater runoff may lead to flooding.

この為、土地開発区域には、雨水を一時的に溜めておく
為の調整池が設けられている。
For this reason, detention ponds are installed in land development areas to temporarily store rainwater.

〔発明が解決しようとする課題] しかし、この種の調整池を設けるには、広大な土地を必
要とする為、土地の有効利用が図れな(なるという欠点
がある。
[Problems to be Solved by the Invention] However, since a vast area of land is required to provide this type of regulating pond, there is a drawback that the land cannot be used effectively.

この発明はこのような前記従来の課題を解消するために
提案されたもので、従来必要とされた調整池用の広大な
土地の有効利用を可能にした雨水貯留浸透装置を提供す
ることを目的とするものである。
This invention was proposed in order to solve the above-mentioned conventional problems, and the purpose is to provide a rainwater storage and infiltration device that makes it possible to effectively utilize the vast land for a regulating pond that was previously required. That is.

〔課題を解決するための手段〕[Means to solve the problem]

前記目的を達成する為、この発明に係る雨水貯留浸透装
置は、雨水調節枡と雨水貯留浸透槽を供え、当該雨水調
節枡と雨水貯留浸透槽とを雨水送水管によって接続し、
雨水調節枡に雨水引き込み管と雨水放流管とを接続し、
且つ、前記雨水放流管に雨水調節枡内の水位が一定水位
以下になると開き、一定水位以上になると閉まる雨水放
流調節開閉弁を取り付けてなるものである。
In order to achieve the above object, the rainwater storage and infiltration device according to the present invention includes a rainwater control cell and a rainwater storage and infiltration tank, and the rainwater control cell and the rainwater storage and infiltration tank are connected by a rainwater transmission pipe,
Connect the rainwater intake pipe and rainwater discharge pipe to the rainwater control tank,
Further, a rainwater discharge control valve is attached to the rainwater discharge pipe, which opens when the water level in the rainwater control tank falls below a certain water level, and closes when the water level exceeds a certain water level.

〔実施例〕〔Example〕

以下、この発明に係る雨水貯留浸透装置を図示する一実
施例に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a rainwater storage and infiltration device according to the present invention will be described below.

第1図はこの発明に係る雨水貯留浸透装置を示したもの
で、図中、番号1は雨水調節枡、2は雨水貯留浸透槽で
あり、いずれも、一体式若しくは組み立て式の鉄筋コン
クリート製であって、工場生産されている。
Fig. 1 shows a rainwater storage and infiltration device according to the present invention, and in the figure, number 1 is a rainwater control tank, and number 2 is a rainwater storage and infiltration tank, both of which are made of reinforced concrete, either integral or prefabricated. It is manufactured in a factory.

また、雨水調節枡1及び雨水貯留浸透槽2は、いずれも
、地盤中に埋設され、且つ、雨水貯留浸透槽2の回りに
は砕石若しくは砂利3が厚めに充填されている。
Furthermore, both the rainwater control tank 1 and the rainwater storage and infiltration tank 2 are buried in the ground, and the area around the rainwater storage and infiltration tank 2 is filled with crushed stone or gravel 3 thickly.

雨水調節枡1には、雨水引き込み管4、雨水放流管5及
び雨水送水管6がそれぞれ接続されている。
A rainwater intake pipe 4, a rainwater discharge pipe 5, and a rainwater transmission pipe 6 are connected to the rainwater control cell 1, respectively.

雨水引き込み管4は雨水調節枡1の上端部に接続され、
この雨水引き込み管4より雨樋や側溝等に集められた雨
水が、雨水調節枡1に流れ込むようになっている。
The rainwater inlet pipe 4 is connected to the upper end of the rainwater control tank 1,
Rainwater collected in rain gutters, side gutters, etc. flows from this rainwater inlet pipe 4 into a rainwater control tank 1.

雨水放流管5は雨水調節枡1の底近くに接続され、この
雨水放流管5より雨水調節枡1に溜められた雨水が、近
くの下水道に直接放流されるようになっている。
A rainwater discharge pipe 5 is connected near the bottom of the rainwater control cell 1, and the rainwater stored in the rainwater control cell 1 is directly discharged from the rainwater control cell 1 to a nearby sewerage system.

なお、雨水放流管5は雨水調節枡1の底に接してではな
く、底よりやや上がった位置に接続されている。
The rainwater discharge pipe 5 is not connected to the bottom of the rainwater control cell 1, but is connected to a position slightly above the bottom.

したがって、土砂や浮遊物は底に堆積し、雨水と共に放
流されることはない。
Therefore, sediment and suspended matter are deposited on the bottom and are not discharged with rainwater.

また、底に堆積した土砂や浮遊物は定期的に取り除くこ
とができる。
In addition, sediment and suspended matter that has accumulated on the bottom can be removed periodically.

雨水放流管5の入り口部Aには、雨水放流調節開閉弁7
が取り付けられている。
At the entrance part A of the rainwater discharge pipe 5, there is a rainwater discharge adjustment opening/closing valve 7.
is installed.

雨水放流調節開閉弁7は取付ピン8を軸に上下方向に回
転することにより、自由に開閉でき、その上端部にはア
ーム部9が延在されている。
The rainwater discharge regulating on-off valve 7 can be freely opened and closed by rotating vertically about a mounting pin 8, and has an arm portion 9 extending from its upper end.

アーム部9は雨水送水管6の接続口位置よりやや上まで
延在され、その先端部にフロートJ0が取り付けられて
いる。
The arm portion 9 extends slightly above the connection port position of the rainwater pipe 6, and has a float J0 attached to its tip.

雨水送水管6は雨水引き込み管4の注ぎ口よりやや下が
った位置に接続され、この雨水送水管6より雨水調節枡
1内の雨水が、雨水貯留浸透槽2に送水されるようにな
っている。
The rainwater transmission pipe 6 is connected to a position slightly lower than the spout of the rainwater intake pipe 4, and the rainwater in the rainwater control cell 1 is sent from this rainwater transmission pipe 6 to the rainwater storage infiltration tank 2. .

また、雨水調節枡1の上端部には、蓋11が取り付けら
れ、いつでも、地上より開けて中を検査したり、中を掃
除できるようになっている。
A lid 11 is attached to the upper end of the rainwater control tank 1, so that it can be opened from the ground to inspect or clean the inside at any time.

雨水貯留浸透槽2の側部には、複数個の浸透溝12.・
・・が縦縞の格子状に形成され、この浸透溝12.・・
・より雨水貯水浸透槽2に注ぎ込まれた雨水が、周辺の
砕石乃至砂利3の層を通って地盤中に徐々に浸透するよ
うになっている。
A plurality of infiltration grooves 12.・
... are formed in a grid of vertical stripes, and the penetration grooves 12.・・・
-Rainwater poured into the rainwater storage and infiltration tank 2 gradually permeates into the ground through the surrounding layers of crushed stone or gravel 3.

このような構成に於いて、雨水調節枡1内の水位がaに
至までの間は、雨水放流調節開閉弁7は自重により開い
たままの状態にある。
In this configuration, until the water level in the rainwater control tank 1 reaches a level a, the rainwater discharge control valve 7 remains open due to its own weight.

したがって、雨水送水管6から雨水貯留浸透槽2内への
送水はなく、専ら、雨水放流管5らの放流のみが行われ
る。
Therefore, water is not sent from the rainwater transmission pipe 6 into the rainwater storage infiltration tank 2, and only water is discharged from the rainwater discharge pipe 5.

しかし、豪雨等で降雨量が大幅に増え、水位がbに至り
、フロートlOが水没すると、取付ピン8を中心とする
フロート10の浮力によるモーメントが、蓋11の自重
によるモーメントより大きくなる為、フロート10は移
動しく図中想像線で図示)、これに伴い雨水調節開閉弁
7が閉まり、放流管5からの放流は止まり、雨水送水管
6から雨水貯留浸透槽2内へ雨水の送水が行われる。
However, if the amount of rainfall increases significantly due to heavy rain etc., the water level reaches b, and the float 10 is submerged, the moment due to the buoyancy of the float 10 around the mounting pin 8 becomes larger than the moment due to the weight of the lid 11. The float 10 moves (shown by an imaginary line in the figure), and as a result, the rainwater control valve 7 closes, the discharge from the discharge pipe 5 stops, and the rainwater is transmitted from the rainwater transmission pipe 6 into the rainwater storage infiltration tank 2. be exposed.

そして、雨水調節枡1内の水位がaまで下がると、今度
は取付ピン8を中心とする蓋11の自重によるモーメン
トのほうが、フロート10の浮力によるモーメントより
大きくなる為、再び蓋工1が開き、放流管5からの放流
のみが始まる。
When the water level in the rainwater control tank 1 drops to a, the moment due to the weight of the lid 11 centered on the mounting pin 8 becomes larger than the moment due to the buoyancy of the float 10, so the lid 1 opens again. , only the discharge from the discharge pipe 5 starts.

よって、豪雨時等に於ける降雨水の一時的流出を防止調
節することができる。
Therefore, it is possible to prevent and adjust the temporary outflow of rainwater during heavy rains and the like.

〔発明の効果〕 この発明は以上の構成からなるので以下の効果を有する
[Effects of the Invention] Since the present invention has the above configuration, it has the following effects.

豪雨時等に於ける降雨水の一時的流出を防止調節するこ
とができ、洪水による災害を防止することができる。
It is possible to prevent and control the temporary outflow of rainwater during heavy rains, etc., and disasters caused by flooding can be prevented.

また、地盤面下に完全に埋設されるものである為、従来
必要であった調整池用の広大な土地を他の用途に活用す
ることができ、用地の有効利用が可能である。
Additionally, since it is completely buried beneath the ground surface, the vast amount of land traditionally required for a regulating pond can be used for other purposes, making effective use of land possible.

さらに、動力を一切必要としない為、極めて経済的であ
る。
Furthermore, since no power is required, it is extremely economical.

【図面の簡単な説明】[Brief explanation of the drawing]

図はこの発明の一実施例を示したもので、雨水貯留浸透
装置の構造を示す縦断面図である。 1・・・雨水調節枡、2・・・雨水貯留浸透槽、3・・
・砕石若しくは砂利、4・・・雨水引き込み管、5・・
・雨水放流管、6・・・雨水送水管、7・・・雨水放流
調節開閉弁、8・・・取付ビン、9・・・アーム部、1
0・・・フロート、11・・・蓋、I2・・・浸透溝。
The figure shows one embodiment of the present invention, and is a longitudinal sectional view showing the structure of a rainwater storage and infiltration device. 1...Rainwater control tank, 2...Rainwater storage infiltration tank, 3...
・Crushed stone or gravel, 4...Rainwater intake pipe, 5...
・Rainwater discharge pipe, 6...Rainwater transmission pipe, 7...Rainwater discharge adjustment on/off valve, 8...Mounting bin, 9...Arm part, 1
0... Float, 11... Lid, I2... Penetration groove.

Claims (1)

【特許請求の範囲】[Claims] (1)雨水調節枡と雨水貯留浸透槽を供え、当該雨水調
節枡と雨水貯留浸透槽とを雨水送水管によって接続し、
雨水調節枡に雨水引き込み管と雨水放流管とを接続し、
且つ、前記雨水放流管に雨水調節枡内の水位が一定水位
以下になると開き、一定水位以上になると閉まる雨水放
流調節開閉弁が取り付てあることを特徴とする雨水貯留
浸透装置。
(1) Provide a rainwater control tank and a rainwater storage infiltration tank, and connect the rainwater control tank and the rainwater storage infiltration tank with a rainwater transmission pipe,
Connect the rainwater intake pipe and rainwater discharge pipe to the rainwater control tank,
The rainwater storage and infiltration device is characterized in that the rainwater discharge pipe is equipped with a rainwater discharge control valve that opens when the water level in the rainwater control tank falls below a certain water level and closes when the water level rises above a certain water level.
JP2256436A 1990-09-26 1990-09-26 Rainwater storage and infiltration device Granted JPH04136332A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2256436A JPH04136332A (en) 1990-09-26 1990-09-26 Rainwater storage and infiltration device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2256436A JPH04136332A (en) 1990-09-26 1990-09-26 Rainwater storage and infiltration device

Publications (2)

Publication Number Publication Date
JPH04136332A true JPH04136332A (en) 1992-05-11
JPH0457814B2 JPH0457814B2 (en) 1992-09-14

Family

ID=17292638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2256436A Granted JPH04136332A (en) 1990-09-26 1990-09-26 Rainwater storage and infiltration device

Country Status (1)

Country Link
JP (1) JPH04136332A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100429686B1 (en) * 2001-04-09 2004-05-03 (주) 상원이엔씨 A storm overflow diverging tank
JP2006322148A (en) * 2005-05-17 2006-11-30 Mitsubishi Plastics Ind Ltd Underground storage permeation facility of rainwater
KR100885534B1 (en) * 2008-12-18 2009-02-26 최익현 Rain water reducing equipment
CN107842094A (en) * 2017-11-24 2018-03-27 深圳天澄科工水系统工程有限公司 The catch-basin that a kind of rainwater dams and utilized
JP2018062780A (en) * 2016-10-13 2018-04-19 エバタ株式会社 Cover

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100429686B1 (en) * 2001-04-09 2004-05-03 (주) 상원이엔씨 A storm overflow diverging tank
JP2006322148A (en) * 2005-05-17 2006-11-30 Mitsubishi Plastics Ind Ltd Underground storage permeation facility of rainwater
KR100885534B1 (en) * 2008-12-18 2009-02-26 최익현 Rain water reducing equipment
JP2018062780A (en) * 2016-10-13 2018-04-19 エバタ株式会社 Cover
CN107842094A (en) * 2017-11-24 2018-03-27 深圳天澄科工水系统工程有限公司 The catch-basin that a kind of rainwater dams and utilized

Also Published As

Publication number Publication date
JPH0457814B2 (en) 1992-09-14

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