JPH07166585A - Rain water purifying treatment tank - Google Patents

Rain water purifying treatment tank

Info

Publication number
JPH07166585A
JPH07166585A JP5342136A JP34213693A JPH07166585A JP H07166585 A JPH07166585 A JP H07166585A JP 5342136 A JP5342136 A JP 5342136A JP 34213693 A JP34213693 A JP 34213693A JP H07166585 A JPH07166585 A JP H07166585A
Authority
JP
Japan
Prior art keywords
raw water
tank
treatment
storage tank
outflow
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
JP5342136A
Other languages
Japanese (ja)
Other versions
JP3360225B2 (en
Inventor
Mitsuo Mori
光男 毛利
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP34213693A priority Critical patent/JP3360225B2/en
Publication of JPH07166585A publication Critical patent/JPH07166585A/en
Application granted granted Critical
Publication of JP3360225B2 publication Critical patent/JP3360225B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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

Abstract

PURPOSE:To stably re-utilize rain water by utilizing the potential energy of water, and adjusting the treatment quantity of the rain water in the housing development on a slope. CONSTITUTION:This rain water purifying treatment tank is provided with a raw water treatment storage tank 3 having a precipitation treatment chamber 1 and a treated raw water storage chamber 2, a treated raw water filter tank 4, an opening section 6 between the lower end of a partition plate 5 and the bottom section of the raw water treatment storage tank 3, a plurality of discharge valves 7 discharging the accumulated mud at the bottom section of the raw water treatment storage tank 3, and a plurality of outflow valves 8 adjusting the outflow quantity of the treated raw water to the filter tank 4. When the water level of the raw water treatment storage tank 3 is changed between the storage maximum water level and the storage minimum water level, the number of the outflow valves opened with their floating bodies in response to the water level difference is increased or decreased, and the outflow quantity of the treated raw water is adjusted constant to the extent possible. When the water level exceeds the storage maximum water level and reaches the cleaning water level, the discharge valves 7 discharge the accumulated mud from the mud discharge ports 17, and the outflow valves 8 are switched to the closed state of outflow ports 18 to the filter tank 4 from the opened state.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、雨水浄化処理槽に関す
る。詳しくは、雨水の土砂分を分離、除去し、水の濁質
の除去、土壌による汚濁分を除去し、雨水の再利用を図
る雨水浄化処理槽に関する。水の位置のエネルギーを利
用して水の自然流下により雨水を処理できることから、
特に例えば斜面地での団地開発等における雨水の再利用
に適する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater purification treatment tank. Specifically, the present invention relates to a rainwater purification treatment tank for separating and removing rainwater sediment, removing water turbidity, removing soil contaminants, and reusing rainwater. Since rainwater can be treated by natural flow of water using the energy of the position of water,
Especially, it is suitable for reuse of rainwater in the development of a housing complex on a slope, for example.

【0002】[0002]

【従来の技術】従来雨水の集中的な下水管(雨水管や合
流管)への流出を緩和するため、雨水調整池(槽)や雨
水の地下浸透等の方策がとられている。雨水に対するこ
れらの方策は、下水処理場の流入負荷を軽減したり、地
下水を涵養することであり、雨水を有効な再利用は対象
には含まれていない。
2. Description of the Related Art Conventionally, in order to mitigate the intensive outflow of rainwater to sewer pipes (rainwater pipes and confluence pipes), measures such as rainwater regulating ponds (tanks) and infiltration of rainwater underground have been taken. These measures for rainwater are to reduce the inflow load of the sewage treatment plant and recharge the groundwater, and effective reuse of rainwater is not included in the target.

【0003】従来の雨水の再利用としては、『国技館』
の雨水利用システムに代表されるように屋根面(大きな
程有利)で集水し、簡易処理の後、トイレの洗浄水等に
利用されることがあるが、かかる事例がほとんどであ
る。
For reusing conventional rainwater, "Kokugikan"
There is a case where water is collected on the roof surface (larger is more advantageous) as represented by the rainwater use system described in (1) and used for washing water of toilet after simple treatment.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
雨水の再利用は、雨水調整池(槽)ほど大きな貯留容量
を有したシステムが無かったため、水不足状態でない降
雨時期(梅雨など)には、雨水処理水があるが、水不足
の時期には無いという製造可能な時期と需要のある時期
とが一致しないという問題点がある。
However, the conventional reuse of rainwater does not have a system that has a storage capacity as large as that of a rainwater regulating pond (tank), so that rainwater is not available during rainy seasons such as the rainy season. Although there is treated water, there is a problem that there is no coincidence between the time when it can be manufactured and the time when it is in demand, because there is no water shortage.

【0005】本発明は、上述した従来の雨水の再利用方
式の問題点を解決し、降雨時において降雨量の変動があ
っても、また降雨時だけでなく降雨終了後においても、
調節された量について浄化処理を行い、雨水の安定的な
量の再利用を図る雨水浄化処理槽を提供することを目的
とする。
The present invention solves the above-mentioned problems of the conventional rainwater reuse system, and even if there is a change in the amount of rainfall during rainfall, and not only during rainfall but also after the end of rainfall,
It is an object of the present invention to provide a rainwater purification treatment tank that purifies a regulated amount and reuses a stable amount of rainwater.

【0006】[0006]

【課題を解決するための手段】前記目的を達成するため
に、本発明は、集水された雨水の土砂分を分離沈澱する
沈澱処理室と処理原水を貯留する貯留室とを備えた原水
処理貯留槽と、該原水処理貯留槽から流出された処理原
水を濾過処理する濾過槽とからなり、前記の沈澱処理室
と貯留室とは仕切り板によって区切られ、該仕切り板の
下端と該原水処理貯留槽の底部の間には開口部を設け、
該原水処理貯留槽の底部に堆積泥を排出する排出弁を設
け、該原水処理貯蔵槽に前記濾過槽への処理原水の流出
量を調節する流出弁を設けたことを特徴とする雨水浄化
処理槽により構成される。雨水の集水、供給は、沈澱処
理室内に行うようにし、できるだけ貯留室の方に流れ込
まないようにする。このため、沈澱処理室上に、或いは
内に注水するようにする。ここで、処理原水とあるの
は、原水処理貯留槽において土砂分を分離沈澱した雨水
のことをいう。仕切り板はその下端において原水処理貯
留槽の底部との間は開口部を設けるが、その上端は沈澱
処理室と貯留室との間で、大量の降雨の場合に貯水の流
通を図るため貯留最大水位に対して埋没する高さであっ
てもよい。
In order to achieve the above-mentioned object, the present invention provides a raw water treatment system comprising a sedimentation treatment chamber for separating and precipitating sediment of rainwater collected and a storage chamber for storing treated raw water. It comprises a storage tank and a filter tank for filtering the treated raw water discharged from the raw water treatment storage tank, and the precipitation treatment chamber and the storage chamber are separated by a partition plate, and the lower end of the partition plate and the raw water treatment An opening is provided between the bottoms of the storage tanks,
A rainwater purification process characterized in that a discharge valve for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank, and an outflow valve for adjusting the outflow amount of the treated raw water to the filtration tank is provided in the raw water treatment storage tank. It is composed of a tank. The rainwater should be collected and supplied into the sedimentation treatment chamber and should not flow into the storage chamber as much as possible. Therefore, water is poured into or into the precipitation treatment chamber. Here, the term “treated raw water” refers to rainwater obtained by separating and sedimenting sediment from a raw water treatment storage tank. The partition plate has an opening at the lower end between it and the bottom of the raw water treatment storage tank, but the upper end of the partition plate is between the sedimentation treatment chamber and the storage chamber, and in order to distribute the stored water in the event of a large amount of rainfall, maximum storage is possible. The height may be such that it is buried with respect to the water level.

【0007】また、本発明は、集水された雨水の土砂分
を分離沈澱する沈澱処理室と処理原水を貯留する貯留室
とを備えた原水処理貯留槽と、該原水処理貯留槽から流
出された処理原水を濾過処理する濾過槽とからなり、前
記の沈澱処理室と貯留室とは仕切り板によって区切ら
れ、該仕切り板の下端と該原水処理貯留槽の底部の間に
は開口部を設け、該原水処理貯留槽の底部に堆積泥を排
出する排出弁を設け、該原水処理貯留槽に前記濾過槽へ
の処理原水の流出量を調節する流出弁を設置する高さを
変えて複数箇所に設け、前記排出弁は筒状のガイド板
と、浮体に係合され、ガイド板内に案内され、水位の上
下によって往復する栓体とからなり、また前記流出弁は
長さ方向に間隔をおいて設けられた複数の開孔を有する
ガイド板と、浮体に係合され、ガイド板内に案内され、
水位の上下によって往復する栓体とからなることを特徴
とする雨水浄化処理槽により構成される。ここで、堆積
泥の排出弁は、水とともに堆積泥を排出するものである
ため、例えば排泥口に離間してガイド板を設け、栓体を
ガイド板の下端から排泥口まで突出可能に往復するよう
にしてもよい。この場合、堆積泥は排泥口とガイド板と
の間隙を通って排泥口内に排出され、排泥管内に送られ
る。流出弁は設置高さを変えて複数設ける。それぞれの
流出弁の浮体が水位の変動により上下し、開口状態の流
出弁の数を増減させる。水位が高くなると開口する流出
弁の数が減り、低くなると増える。流出口の総面積が変
わることと各流出口と水面との水位差により、流出量を
可能な限り一定に調節する。流出弁の数、流出管の断面
積は濾過槽に供給する量と供給水量の調節幅により適宜
定めればよい。開孔は流出弁のガイド板にその長さ方向
に間隔をおいて設けるのは、水の流れを妨害しないため
であり、十分な開口率を有するようにする。
Further, according to the present invention, a raw water treatment storage tank having a sedimentation treatment chamber for separating and precipitating collected sediment of rainwater and a storage chamber for storing treated raw water, and the raw water treatment storage tank is discharged. And a filtration tank for filtering the treated raw water. The precipitation treatment chamber and the storage chamber are separated by a partition plate, and an opening is provided between the lower end of the partition plate and the bottom of the raw water treatment storage tank. , A discharge valve for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank, and an outflow valve for adjusting the outflow amount of the treated raw water to the filtration tank is installed in the raw water treatment storage tank at a plurality of positions with different heights. The discharge valve comprises a cylindrical guide plate and a stopper engaged with the floating body, guided in the guide plate, and reciprocating depending on the vertical direction of the water level. The guide plate with a plurality of holes provided in the It is, being guided by the guide plate,
It is composed of a rainwater purification treatment tank, which comprises a stopper that reciprocates depending on the water level. Here, since the accumulated mud discharge valve discharges the accumulated mud together with water, for example, a guide plate is provided apart from the mud discharge port so that the plug can project from the lower end of the guide plate to the mud discharge port. You may make a round trip. In this case, the accumulated mud is discharged into the mud outlet through the gap between the mud outlet and the guide plate and sent into the mud pipe. Plural outflow valves are installed by changing the installation height. The floating body of each outflow valve moves up and down due to the fluctuation of the water level, which increases or decreases the number of open outflow valves. As the water level increases, the number of open outflow valves decreases, and when it decreases, it increases. The outflow rate is adjusted to be as constant as possible by changing the total area of the outlets and the water level difference between each outlet and the water surface. The number of outflow valves and the cross-sectional area of the outflow pipe may be appropriately determined depending on the amount of water supplied to the filtration tank and the adjustment range of the amount of water supplied. The openings are provided in the guide plate of the outflow valve at intervals along the length thereof so as not to obstruct the flow of water, and have a sufficient opening ratio.

【0008】また、本発明は、集水された雨水の土砂分
を分離沈澱する沈澱処理室と処理原水を貯留する貯留室
とを備えた原水処理貯留槽と、該原水処理貯留槽から流
出された処理原水を濾過処理する濾過槽とからなり、前
記の沈澱処理室と貯留室とは仕切り板によって区切ら
れ、該仕切り板の下端と該原水処理貯留槽の底部の間に
は開口部を設け、該原水処理貯留槽の底部に堆積泥を排
出する排出弁を設け、該原水処理貯留槽に前記濾過槽へ
の処理原水の流出量を調節する複数の流出弁を設け、前
記排出弁は筒状のガイド板と、浮体に係合され、ガイド
板内に案内され、水位の上下によって往復する栓体とか
らなり、また前記流出弁は長さ方向に間隔をおいて設け
られた複数の開孔を有するガイド板と、浮体に係合さ
れ、ガイド板内に案内され、水位の上下によって往復す
る栓体とからなり、前記原水処理貯留槽の水位が貯留最
大水位と貯留最小水位の間に変動する場合、水位差と前
記流出弁の浮体が水位差に応じ上下して開口する流出弁
の数が変わることにより前記濾過槽への処理原水の流出
量を可能な限り一定に調節し、水位が該貯留最大水位を
超えて洗浄水位へ達する場合、前記排出弁は栓体が排泥
口を閉鎖していた状態から排泥口を開放する状態に移
り、排泥口から堆積泥を排出し、また前記流出弁は濾過
槽への流出口を開放していた状態から閉鎖する状態に移
ることを特徴とする雨水浄化処理槽により構成される。
Further, according to the present invention, a raw water treatment storage tank having a sedimentation treatment chamber for separating and precipitating the sediment of the collected rainwater and a storage chamber for storing the treated raw water, and the raw water treatment storage tank is discharged. And a filtration tank for filtering the treated raw water. The precipitation treatment chamber and the storage chamber are separated by a partition plate, and an opening is provided between the lower end of the partition plate and the bottom of the raw water treatment storage tank. , A discharge valve for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank, and a plurality of outflow valves for adjusting the outflow amount of the treated raw water to the filtration tank are provided in the raw water treatment storage tank. And a plug body that is engaged with the floating body, guided in the guide plate, and reciprocates according to the vertical movement of the water level, and the outflow valve has a plurality of openings provided at intervals in the longitudinal direction. The guide plate with holes is engaged with the floating body and is guided inside the guide plate. If the water level of the raw water treatment storage tank fluctuates between the maximum storage water level and the minimum storage water level, the water level difference and the floating body of the outflow valve move up and down depending on the water level difference. When the number of outflow valves opened by changing the amount of raw water to be treated to the filtration tank is adjusted to be as constant as possible, and when the water level exceeds the maximum storage water level and reaches the wash water level, the discharge valve is Moved from the state where the plug body closed the mud discharge port to the state where the mud discharge port was opened, discharged the accumulated mud from the mud discharge port, and the state where the outflow valve opened the outlet to the filtration tank It is composed of a rainwater purification treatment tank which is characterized in that it moves from a closed state to a closed state.

【0009】本発明は、原水処理貯留槽の底部をホッパ
ー状に形成し、該ホッパー状に形成した下端に排泥口に
設け、仕切り板は該排泥口が貯留室側に位置するよう沈
澱処理室寄りに設け、該沈澱処理室内に雨水中の土砂分
の分離沈澱を促進するための多段の傾斜板を設け、複数
設けた流出弁の最下位の開孔の位置が貯留最小水位にし
ようとする位置とほぼ一致するよう該流出弁を設置する
ことができる。原水処理貯留槽の底部をホッパー状に形
成するのは、堆積泥を排泥口の方に誘導し易くするため
である。仕切り板を沈澱処理室寄りに設けるのは、堆積
泥の排出開始の際の処理原水の流れを円滑にするためで
ある。また、多段の傾斜板は、土砂分の分離沈澱を容易
にし、沈澱物を槽底に誘導、或いは落下させるためであ
る。流出弁の最下位の開孔の位置が原水処理貯留槽の貯
留最小水位を規制することになる。
According to the present invention, the bottom portion of the raw water treatment storage tank is formed into a hopper shape, and the lower end of the hopper shape is provided with a sludge discharge port, and the partition plate is set so that the discharge port is located on the storage chamber side. Provided near the treatment chamber, provided with a multi-tiered inclined plate for promoting the separation and sedimentation of the sediment in the rainwater in the precipitation treatment chamber, and the position of the lowest opening of the plurality of outflow valves should be the minimum storage water level. The outflow valve can be installed so as to substantially coincide with the position where The bottom of the raw water treatment storage tank is formed in a hopper shape so that the sedimentary mud can be easily guided to the discharge port. The reason why the partition plate is provided near the precipitation treatment chamber is to smooth the flow of the raw treated water at the start of discharging the accumulated mud. Further, the multi-tiered inclined plates facilitate separation and sedimentation of the sediment, and the sediment is guided or dropped to the bottom of the tank. The position of the lowest hole of the outflow valve regulates the minimum water level of the raw water treatment storage tank.

【0010】本発明は、濾過槽内の底部に配設した支持
材上に濾材径の異なる複数の濾材を上層から下層に濾材
径の大きいものから濾材径の小さいものを充填すること
ができる。濾材をかかる順序に配設するのは、目詰まり
防止のためである。ここで、大型濾材としては直径5〜
20mm、小型濾材としては直径1〜2mmのものであ
り、材料として例えば砂利、小礫、濾過砂などを用い
る。
According to the present invention, a plurality of filter media having different filter media diameters can be filled on the support material arranged at the bottom of the filter tank from the upper layer to the lower layer of the filter media having a large filter media diameter to a small filter media diameter. The reason why the filter media are arranged in this order is to prevent clogging. Here, as a large-sized filter medium, a diameter of 5
The small filter medium has a diameter of 20 mm and a diameter of 1 to 2 mm. As the material, for example, gravel, small pebbles, and filter sand are used.

【0011】本発明は、原水処理貯留槽の排泥口からの
堆積泥の排出、貯留室から濾過槽への処理原水の流出、
濾過層からの浄化処理水の送水を、電気エネルギー等を
使用せず、水の自然流下により行うことができる。
According to the present invention, the accumulated mud is discharged from the sludge discharge port of the raw water treatment storage tank, and the treated raw water is discharged from the storage chamber to the filtration tank.
The purified treated water can be sent from the filtration layer by natural flow of water without using electric energy or the like.

【0012】[0012]

【作用】本発明の雨水浄化処理槽おいて、原水処理貯留
槽の沈澱処理室において集水された雨水の土砂分を分離
沈澱し、貯留室において処理原水を貯留する。また、流
出弁により濾過槽への処理原水の流出量を調節し、排出
弁により原水処理貯留槽の底部の堆積泥を排出する。濾
過槽において調節された流出量の処理原水を浄化処理す
る。
In the rainwater purification treatment tank of the present invention, the sediment content of rainwater collected in the sedimentation treatment chamber of the raw water treatment storage tank is separated and settled, and the treated raw water is stored in the storage chamber. In addition, the outflow valve controls the outflow amount of the treated raw water to the filtration tank, and the discharge valve discharges the accumulated mud at the bottom of the raw water treatment storage tank. The treated raw water having the adjusted outflow amount in the filtration tank is purified.

【0013】[0013]

【実施例】以下、本発明の実施例を図面を参照して説明
する。図1において、本発明の雨水浄化処理槽の例を示
し、雨水浄化処理槽は、集水された雨水の土砂分を分離
沈澱する沈澱処理室1と処理原水を貯留する貯留室2と
を備えた原水処理貯留槽3と、該原水処理貯留槽3から
流出された処理原水を濾過処理する濾過槽4からなる。
沈澱処理室1と貯留室2とは仕切り板5によって区切ら
れ、該仕切り板5の下端と該原水処理貯留槽3の底部の
間には開口部6を設ける。該原水処理貯留槽3の底部に
堆積泥を排出する排出弁7を設け、該原水処理貯留槽3
に前記濾過槽4への処理原水の流出量を調節する流出弁
8を複数設ける。ここで、排出弁7は筒状のガイド板9
と、浮体10に係合され、ガイド板9内に案内され、水
位の上下によって往復する栓体11とからなり、また流
出弁8は長さ方向に間隔をおいて設けられた複数の開孔
13を有するガイド板14と、浮体15に係合され、ガ
イド板14内に案内され、水位の上下によって往復する
栓体16とからなる。浮体10と栓体11、浮体15と
栓体16とは、それぞれロープ28、ロープ29を介し
て係合される。また、流出弁8の方のロープ28は滑車
12を介して180°方向を変え、これにより排出弁7
と流出弁8とは水位の変動に対する弁の開閉方向が逆と
なる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an example of a rainwater purification treatment tank of the present invention. The rainwater purification treatment tank is provided with a precipitation treatment chamber 1 for separating and precipitating sediments of collected rainwater and a storage chamber 2 for storing treated raw water. The raw water treatment storage tank 3 and the filtration tank 4 for filtering the treated raw water flowing out from the raw water treatment storage tank 3.
The precipitation treatment chamber 1 and the storage chamber 2 are separated by a partition plate 5, and an opening 6 is provided between the lower end of the partition plate 5 and the bottom of the raw water treatment storage tank 3. A discharge valve 7 for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank 3,
Further, a plurality of outflow valves 8 for adjusting the outflow amount of the treated raw water to the filtration tank 4 are provided. Here, the discharge valve 7 is a cylindrical guide plate 9
And a plug 11 that is engaged with the floating body 10, guided in the guide plate 9, and reciprocates according to the vertical movement of the water level. The outflow valve 8 has a plurality of openings provided at intervals in the longitudinal direction. It includes a guide plate 14 having 13 and a stopper 16 which is engaged with the floating body 15, guided in the guide plate 14, and reciprocates depending on the water level. The floating body 10 and the plug body 11, and the floating body 15 and the plug body 16 are engaged with each other via a rope 28 and a rope 29, respectively. In addition, the rope 28 toward the outflow valve 8 changes its direction by 180 ° via the pulley 12, so that the discharge valve 7
The outflow valve 8 and the outflow valve 8 are opened and closed in the opposite directions with respect to the fluctuation of the water level.

【0014】原水処理貯留槽3内の水位が図示する貯留
最大水位と貯留最大水位の間に変動する場合、前記流出
弁の浮体が水位差に応じて上下して開口する流出弁の数
が増減し、流出口の総面積が変わることと各流出管と水
面との水位差により前記濾過槽4への処理原水の流出量
を定め、またできるだけ一定に調節する。また、水位が
該貯留最大水位を超えて洗浄水位へ達する場合、前記排
出弁7は栓体11が排泥口17内に嵌入し、排泥口17
を閉鎖していた状態から排泥口17を開放する状態に移
り、排泥口17から排泥管19へ堆積泥を排出し、また
前記流出弁8は濾過槽4への流出管20の流出口18を
開放していた状態から閉鎖する状態に移る。図1におい
て、貯留最大水位と貯留最小水位の間の水量が浄化対象
水量であり、また洗浄水位において排出弁7を全開さ
せ、水のヘッドに利用して堆積泥を有効に排出する。沈
澱処理槽1に複数段の傾斜板21を設ける。
When the water level in the raw water treatment storage tank 3 fluctuates between the illustrated maximum storage water level and the maximum storage water level, the number of outflow valves in which the floating body of the outflow valve moves up and down according to the water level difference increases or decreases. However, the outflow rate of the treated raw water to the filtration tank 4 is determined by the change of the total area of the outflow ports and the water level difference between each outflow pipe and the water surface, and is adjusted to be as constant as possible. Further, when the water level exceeds the maximum storage water level and reaches the wash water level, the plug 11 of the discharge valve 7 is fitted into the sludge discharge port 17,
From the closed state to the open state of the sludge discharge port 17, discharges the accumulated mud from the sludge discharge port 17 to the sludge discharge pipe 19, and the outflow valve 8 causes the flow of the outflow pipe 20 to the filtration tank 4. The state in which the outlet 18 is opened is changed to the state in which it is closed. In FIG. 1, the amount of water between the maximum storage water level and the minimum storage water level is the amount of water to be purified, and the discharge valve 7 is fully opened at the cleaning water level to effectively discharge the accumulated mud by utilizing it as a water head. The precipitation treatment tank 1 is provided with a plurality of inclined plates 21.

【0015】濾過槽4には、材料として砂利、小礫など
からなる支持材22上に10mmの濾材23、1mmの
濾材24を敷く。濾過槽4の水位25を極力一定に保持
し、浄化処理を行う。処理された浄化処理水は送給管2
6に送られる。
In the filter tank 4, a 10-mm filter medium 23 and a 1-mm filter medium 24 are laid on a support member 22 made of gravel, small pebbles or the like as a material. The water level 25 in the filtration tank 4 is kept as constant as possible, and the purification process is performed. Purified treated water that has been treated is the supply pipe 2
Sent to 6.

【0016】[0016]

【発明の効果】本発明によれば、原水処理貯留槽に設け
た流出弁より濾過槽への処理原水の流出量を極力一定に
調節し、安定的に濾過処理することができる。また、原
水処理貯留槽の底部に堆積している堆積泥を水のヘッド
を利用して排出することができる。
According to the present invention, the outflow valve provided in the raw water treatment storage tank can regulate the outflow amount of the treated raw water to the filtration tank as constant as possible, and the stable filtration processing can be performed. In addition, the mud accumulated on the bottom of the raw water treatment storage tank can be discharged using the water head.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施例の説明図である。FIG. 1 is an explanatory diagram of an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 沈澱処理室 2 貯留室 3 原水処理貯留槽 4 濾過槽 5 仕切り板 6 開口部 7 排出弁 8 流出弁 9 ガイド板 10 浮体 11 栓体 12 滑車 13 開孔 14 ガイド板 15 浮体 16 栓体 17 排泥口 18 流出口 19 排泥管 20 流出管 21 傾斜板 22 支持材 23 濾材 24 濾材 25 水位 26 送給管 27 ホッパー 28 ロープ 29 ロープ 1 Settling treatment chamber 2 Storage chamber 3 Raw water treatment storage tank 4 Filtration tank 5 Partition plate 6 Opening 7 Discharge valve 8 Outflow valve 9 Guide plate 10 Floating body 11 Plug body 12 Pulley 13 Open hole 14 Guide plate 15 Floating body 16 Plug body 17 Discharge Mud port 18 Outlet port 19 Drainage pipe 20 Outflow pipe 21 Inclined plate 22 Support material 23 Filter medium 24 Filter medium 25 Water level 26 Supply pipe 27 Hopper 28 Rope 29 Rope

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 集水された雨水の土砂分を分離沈澱する
沈澱処理室と処理原水を貯留する貯留室とを備えた原水
処理貯留槽と、該原水処理貯留槽から流出された処理原
水を濾過処理する濾過槽とからなり、前記の沈澱処理室
と貯留室とは仕切り板によって区切られ、該仕切り板の
下端と該原水処理貯留槽の底部の間には開口部を設け、
該原水処理貯留槽の底部に堆積泥を排出する排出弁を設
け、該原水処理貯留槽に前記濾過槽への処理原水の流出
量を調節する流出弁を複数設けたことを特徴とする雨水
浄化処理槽。
1. A raw water treatment storage tank comprising a settling treatment chamber for separating and precipitating sediments of collected rainwater and a storage chamber for storing treated raw water, and treated raw water discharged from the raw water treatment storage tank. It comprises a filtration tank for filtration treatment, and the precipitation treatment chamber and the storage chamber are separated by a partition plate, and an opening is provided between the lower end of the partition plate and the bottom of the raw water treatment storage tank.
A rainwater purification device characterized in that a discharge valve for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank, and a plurality of outflow valves for adjusting the outflow amount of the treated raw water to the filtration tank are provided in the raw water treatment storage tank. Processing tank.
【請求項2】 集水された雨水の土砂分を分離沈澱する
沈澱処理室と処理原水を貯留する貯留室とを備えた原水
処理貯留槽と、該原水処理貯留槽から流出された処理原
水を濾過処理する濾過槽とからなり、前記の沈澱処理室
と貯留室とは仕切り板によって区切られ、該仕切り板の
下端と該原水処理貯留槽の底部の間には開口部を設け、
該原水処理貯留槽の底部に堆積泥を排出する排出弁を設
け、該原水処理貯留槽に前記濾過槽への処理原水の流出
量を調節する流出弁を複数設け、前記排出弁は筒状のガ
イド板と、浮体に係合され、ガイド板内に案内され、水
位の上下によって往復する栓体とからなり、また前記流
出弁は長さ方向に間隔をおいて設けられた複数の開孔を
有するガイド板と、浮体に係合され、ガイド板内に案内
され、水位の上下によって往復する栓体とからなること
を特徴とする雨水浄化処理槽。
2. A raw water treatment storage tank comprising a settling treatment chamber for separating and precipitating the sediment of the collected rainwater and a storage chamber for storing the treated raw water, and the treated raw water discharged from the raw water treatment storage tank. It comprises a filtration tank for filtration treatment, and the precipitation treatment chamber and the storage chamber are separated by a partition plate, and an opening is provided between the lower end of the partition plate and the bottom of the raw water treatment storage tank.
A discharge valve for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank, and a plurality of outflow valves for adjusting the outflow amount of the treated raw water to the filtration tank are provided in the raw water treatment storage tank. It comprises a guide plate and a stopper engaged with the floating body, guided in the guide plate, and reciprocating depending on the water level, and the outflow valve has a plurality of openings provided at intervals in the longitudinal direction. A rainwater purification tank comprising: a guide plate and a plug body that is engaged with a floating body, is guided into the guide plate, and reciprocates depending on whether the water level rises or falls.
【請求項3】 集水された雨水の土砂分を分離沈澱する
沈澱処理室と処理原水を貯留する貯留室とを備えた原水
処理貯留槽と、該原水処理貯留槽から流出された処理原
水を濾過処理する濾過槽とからなり、前記の沈澱処理室
と貯留室とは仕切り板によって区切られ、該仕切り板の
下端と該原水処理貯留槽の底部の間には開口部を設け、
該原水処理貯留槽の底部に堆積泥を排出する排出弁を設
け、該原水処理貯留槽に前記濾過槽への処理原水の流出
量を調節する流出弁を設置する高さを変えて複数箇所に
設け、前記排出弁は筒状のガイド板と、浮体に係合さ
れ、ガイド板内に案内され、水位の上下によって往復す
る栓体とからなり、また前記複数の流出弁は長さ方向に
間隔をおいて設けられた複数の開孔を有するガイド板
と、浮体に係合され、ガイド板内に案内され、水位の上
下によって往復する栓体とからなり、前記原水処理貯留
槽の水位が貯留最大水位と貯留最小水位の間に変動する
場合、前記複数の流出弁の浮体が上下して開口する流出
口の数を調節することにより前記濾過槽への処理原水の
流出量を可能な限り一定に調節し、水位が該貯留最大水
位を超えて浄水水位へ達する場合、前記排出弁は栓体が
排泥口を閉鎖していた状態から排泥口を開放する状態に
移り、排泥口から堆積泥を排出し、また前記流出弁は濾
過槽への流出口を開放していた状態から閉鎖する状態に
移ることを特徴とする雨水浄化処理槽。
3. A raw water treatment storage tank comprising a settling treatment chamber for separating and precipitating collected sediment of rainwater and a storage chamber for storing treated raw water, and treated raw water discharged from the raw water treatment storage tank. It comprises a filtration tank for filtration treatment, and the precipitation treatment chamber and the storage chamber are separated by a partition plate, and an opening is provided between the lower end of the partition plate and the bottom of the raw water treatment storage tank.
A discharge valve for discharging accumulated mud is provided at the bottom of the raw water treatment storage tank, and an outflow valve for adjusting the outflow amount of the treated raw water to the filtration tank is installed in the raw water treatment storage tank. The discharge valve comprises a cylindrical guide plate and a plug body which is engaged with the floating body and guided in the guide plate and reciprocates depending on the vertical direction of the water level. A guide plate having a plurality of openings provided at a position, and a plug body that is engaged with the floating body, guided in the guide plate, and reciprocates depending on the water level up and down, and stores the water level in the raw water treatment storage tank. When it fluctuates between the maximum water level and the minimum storage water level, the outflow amount of the treated raw water to the filtration tank is kept as constant as possible by adjusting the number of outlets in which the floating bodies of the plurality of outflow valves move up and down. To the purified water level by adjusting the water level above the maximum storage water level. In this case, the discharge valve moves from the state in which the plug body closed the mud discharge port to the state in which the mud discharge port is opened, discharges the accumulated mud from the mud discharge port, and the outflow valve flows to the filtration tank. A rainwater purification treatment tank characterized in that the outlet is moved from the open state to the closed state.
【請求項4】 原水処理貯留槽の底部をホッパー状に形
成し、該ホッパー状に形成した下端に排泥口に設け、仕
切り板は該排泥口が貯留室側に位置するよう沈澱処理室
寄りに設け、該沈澱処理室内に雨水中の土砂分の分離沈
澱を促進するための多段の傾斜板を設け、複数設けた流
出弁の最下位の開孔の位置が貯留最小水位にしようとす
る位置とほぼ一致するよう該流出弁を設置した請求項1
ないし請求項3記載の雨水浄化処理槽。
4. The bottom part of the raw water treatment storage tank is formed into a hopper shape, and the bottom of the hopper shape is provided with a sludge discharge port, and the partition plate is a sedimentation treatment chamber so that the discharge port is located on the storage chamber side. A multi-stage inclined plate for accelerating the separation and sedimentation of sediment in rainwater is provided near the sedimentation treatment chamber, and the lowest opening of the plurality of outflow valves is set to the minimum storage water level. The outflow valve is installed so as to substantially coincide with the position.
The rainwater purification treatment tank according to claim 3.
【請求項5】 濾過槽内の底部に配設した支持材上に濾
材径の異なる複数の濾材を上層から下層に濾材径の大き
いものから濾材径の小さいものを充填した請求項1ない
し請求項4記載の雨水浄化処理槽。
5. The method according to claim 1, wherein a plurality of filter media having different filter media diameters are filled on a support material disposed at the bottom of the filter tank from an upper layer to a lower layer having a large filter media diameter to a small filter media diameter. The rainwater purification treatment tank described in 4.
【請求項6】 原水処理貯留槽の排泥口からの堆積泥の
排出、貯留室から濾過槽への処理原水の流出、濾過層か
らの浄化処理水の送水を水の自然流下により行う請求項
1ないし請求項5記載の雨水浄化処理槽。
6. The method of discharging the accumulated mud from the mud discharge port of the raw water treatment storage tank, flowing out the treated raw water from the storage chamber to the filtration tank, and sending the purified treated water from the filtration layer by natural flow of water. The rainwater purification treatment tank according to claim 1.
JP34213693A 1993-12-14 1993-12-14 Rainwater purification tank Expired - Fee Related JP3360225B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34213693A JP3360225B2 (en) 1993-12-14 1993-12-14 Rainwater purification tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34213693A JP3360225B2 (en) 1993-12-14 1993-12-14 Rainwater purification tank

Publications (2)

Publication Number Publication Date
JPH07166585A true JPH07166585A (en) 1995-06-27
JP3360225B2 JP3360225B2 (en) 2002-12-24

Family

ID=18351410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34213693A Expired - Fee Related JP3360225B2 (en) 1993-12-14 1993-12-14 Rainwater purification tank

Country Status (1)

Country Link
JP (1) JP3360225B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006026456A (en) * 2004-07-12 2006-02-02 Ishigaki Co Ltd Recovery device of clarified liquid in filtrate receiving tank
CN109487890A (en) * 2016-09-07 2019-03-19 合肥智慧龙图腾知识产权股份有限公司 A kind of rainwater-collecting reclamation set
CN114712757A (en) * 2022-04-15 2022-07-08 重庆昂然建筑工程有限公司 Building fire sprinkler system

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CN104805886B (en) * 2015-04-03 2017-02-22 广西威尔森环保科技开发有限公司 Roof rainwater recycling device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006026456A (en) * 2004-07-12 2006-02-02 Ishigaki Co Ltd Recovery device of clarified liquid in filtrate receiving tank
CN109487890A (en) * 2016-09-07 2019-03-19 合肥智慧龙图腾知识产权股份有限公司 A kind of rainwater-collecting reclamation set
CN114712757A (en) * 2022-04-15 2022-07-08 重庆昂然建筑工程有限公司 Building fire sprinkler system

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