JPH10152881A - Rain water penetrating device - Google Patents
Rain water penetrating deviceInfo
- Publication number
- JPH10152881A JPH10152881A JP8310673A JP31067396A JPH10152881A JP H10152881 A JPH10152881 A JP H10152881A JP 8310673 A JP8310673 A JP 8310673A JP 31067396 A JP31067396 A JP 31067396A JP H10152881 A JPH10152881 A JP H10152881A
- Authority
- JP
- Japan
- Prior art keywords
- diameter
- basin
- rain water
- tank
- small
- 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.)
- Pending
Links
Classifications
-
- 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
- Y02A20/40—Protecting water resources
Landscapes
- Sewage (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、雨水浸透装置に関
する。[0001] The present invention relates to a rainwater infiltration apparatus.
【0002】[0002]
【従来の技術】従来、宅地内、道路、或いは歩道等の宅
地外の地中に埋設される雨水浸透装置の例としては、例
えば、実公平8−2221号公報に記載された雨水枡が
挙げられる。この雨水枡の特徴は、内筒管から排出され
た雨水を排水管接続部に導く連通路の一部に泥溜め槽が
設けられていることにある。2. Description of the Related Art Conventionally, as an example of a rainwater infiltration device buried in the ground outside a residential land, such as in a residential land, a road, or a sidewalk, there is a rainwater basin described in Japanese Utility Model Publication No. 8-22221. Can be A feature of this rainwater basin is that a mud reservoir is provided in a part of a communication path for guiding rainwater discharged from the inner pipe to a drain pipe connection portion.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記実
公平8−2221号公報に記載された雨水枡において
は、泥溜め槽が大径枡と小径枡との側壁間に配置されて
設けられているため、泥溜め槽の大きさに制約を受け、
短期間に土砂や汚泥が槽一杯となってしまうといった問
題や、上記泥溜め槽を設けるために大径枡の直径を大き
くする必要があるため、雨水浸透装置そのものが大きく
なり、コストがアップしたり、又、埋設スペースが確保
できないといった問題がある。However, in the rainwater basin described in Japanese Utility Model Publication No. 8-22221, a mud reservoir is provided between the side walls of the large-diameter basin and the small-diameter basin. Therefore, the size of the mud reservoir is limited,
The problem is that the tank will be filled up with earth and sand or sludge in a short period of time, and the diameter of the large-diameter basin will need to be increased in order to provide the above-mentioned mud storage tank. In addition, there is a problem that a buried space cannot be secured.
【0004】本発明は、このような上記の問題点に着目
してなされたものであり、その目的とするところは、こ
れらの問題点を解消し、装置がコンパクトで埋設スペー
スが少なくて済み、満杯時の泥溜め槽の交換が可能な雨
水浸透装置を提供するものである。The present invention has been made in view of the above-mentioned problems, and an object of the present invention is to solve these problems, to make the apparatus compact and to bury a small space. It is an object of the present invention to provide a rainwater infiltration device capable of replacing a mud storage tank when it is full.
【0005】[0005]
【課題を解決するための手段】本発明の雨水浸透装置に
おいては、内外二重に配設された小径枡及び大径枡とよ
りなる雨水浸透装置において、上記小径枡が下方の逆円
錐形状のサイクロン槽と、このサイクロン槽の上面に着
脱可能に装着された泥溜め槽とにより構成され、上記サ
イクロン槽の円周接線方向に雨樋接続部が大径枡を貫通
して延設され、上記泥溜め槽の上方に管壁に多数の排水
孔を有する排水管接続部が大径枡を貫通して延設され、
更に、上記小径枡内に、雨樋接続部より流入された雨水
を上昇させた上、上記排水接続部より小径枡の外に排出
する内筒管が立設されていることを特徴とする。According to the present invention, there is provided a rainwater infiltration apparatus comprising a small-diameter basin and a large-diameter basin, which are arranged inside and outside, wherein the small-diameter basin has a lower inverted conical shape. A cyclone tank and a mud reservoir tank detachably mounted on the upper surface of the cyclone tank, and a gutter connection portion extends through a large-diameter basin in a circumferential tangential direction of the cyclone tank, A drain connection having a large number of drain holes in the pipe wall extends through the large-diameter basin above the mud reservoir,
Furthermore, an internal pipe is provided in the small-diameter basin for raising rainwater flowing from a rain gutter connection portion and discharging the rainwater to the outside of the small-diameter basin from the drainage connection portion.
【0006】[0006]
【作用】本発明の雨水浸透装置においては、小径枡が下
方の逆円錐形状のサイクロン槽と、このサイクロン槽の
上面に着脱可能に装着された泥溜め槽とにより構成さ
れ、上記サイクロン槽の円周接線方向に雨樋接続部が大
径枡を貫通して延設され、上記泥溜め槽の上方に管壁に
多数の排水孔を有する排水管接続部が大径枡を貫通して
延設され、更に、上記小径枡内に、雨樋接続部より流入
された雨水を上昇させた上、上記排水接続部より小径枡
の外に排出する内筒管が立設されているので、小径枡の
泥溜め槽が小石や砂等の汚泥等により満杯になっても、
上方に持ち上げて大径枡より外部に取り外し、容易に取
り替え交換することができる。In the rainwater infiltration apparatus of the present invention, the small-diameter basin is constituted by a cyclone tank having an inverted conical shape below and a mud storage tank detachably mounted on the upper surface of the cyclone tank. A rain gutter connection extends in the circumferential tangent direction through the large diameter basin, and a drain connection having a large number of drain holes in the pipe wall extends through the large diameter basin above the mud reservoir. Further, in the small-diameter basin, an inner cylindrical pipe for raising rainwater flowing from the rain gutter connection portion and discharging the rainwater to the outside of the small-diameter basin from the drainage connection portion is provided upright. Even if the mud reservoir is full of sludge such as pebbles and sand,
It can be lifted up, removed from the large diameter basin, and replaced easily.
【0007】更に、小径枡の泥溜め槽を下方のサイクロ
ン槽の上方に配設したことにより、大径枡の直径を小さ
く抑えることが可能となり、雨水浸透装置の小径化が図
れ、容積が縮小されてコンパクトになるので、設置スペ
ースが少なくて済み、設置場所の制約等の問題を解消す
ることができる。Further, by disposing the mud reservoir of the small-diameter basin above the cyclone tank below, the diameter of the large-diameter basin can be reduced, and the diameter of the rainwater infiltration device can be reduced, and the volume can be reduced. As a result, the installation space can be reduced, and problems such as restrictions on the installation location can be solved.
【0008】[0008]
【発明の実施の形態】図1は、本発明の雨水浸透装置の
一例を示す断面図、図2は、図1の上面図である。図
1、及び図2において、本発明の雨水浸透装置10は、
配設された小径枡1及び大径枡2とよりなり、円筒状の
大径枡2の内周面にほぼ当接した状態の円筒状の小径枡
1が内外二重に配設されて構成されている。1 is a sectional view showing an example of a rainwater infiltration apparatus according to the present invention, and FIG. 2 is a top view of FIG. 1 and 2, the rainwater infiltration device 10 of the present invention
A cylindrical small-diameter basin 1 comprising a small-diameter basin 1 and a large-diameter basin 2 arranged in such a manner that the cylindrical small-diameter basin 1 is almost in contact with the inner peripheral surface of the cylindrical large-diameter basin 2. Have been.
【0009】上記小径枡1は、下方の逆円錐形状のサイ
クロン槽11と、このサイクロン槽11の上面に着脱可
能に装着された泥溜め槽12とにより構成されている。
サイクロン槽11は、緩やかな曲面を有する有底に形成
されており、又、平坦な有底の泥溜め槽12は、底周縁
の段差部12aをサイクロン槽11の上端縁11aに着
脱自在に嵌合されて装着されている。The small-diameter basin 1 includes a cyclone tank 11 having a lower inverted conical shape and a mud reservoir 12 detachably mounted on the upper surface of the cyclone tank 11.
The cyclone tank 11 is formed with a bottom having a gently curved surface, and the flat bottomed mud reservoir 12 has a step 12a on the bottom edge detachably fitted to the upper edge 11a of the cyclone tank 11. They are fitted together.
【0010】上記サイクロン槽11の円周接線方向に
は、図2に示すように、雨樋接続部3が大径枡2を貫通
して延設され、雨水が導入されるようになっている。
又、上記泥溜め槽12の上方には、管壁に多数の排水孔
41を有する排水管接続部4が大径枡2を貫通して延設
され、汚泥等の除去された雨水が周囲の浸透層5に排水
されるようになっている。As shown in FIG. 2, in the circumferential tangent direction of the cyclone tank 11, a rain gutter connecting portion 3 extends through the large-diameter tub 2, so that rainwater is introduced. .
A drain connection 4 having a large number of drain holes 41 in the pipe wall extends through the large-diameter basin 2 above the mud reservoir 12 so that rainwater from which sludge or the like has been removed is removed from the surroundings. The water is drained to the permeation layer 5.
【0011】更に、上記小径枡1(11、12)内に
は、雨樋接続部3より流入する雨水を旋回上昇させた
上、上記排水接続部4より小径枡1の上方の泥溜め槽1
2の外に排出する内筒管6が立設されている。この内筒
管6は、下方のサイクロン槽11内の旋回する雨水を下
端の開口61より吸入し、上端に曲折して延設された排
出部62より雨水を泥溜め槽12に排出するようになっ
ている。この泥溜め槽12に排出された雨水はその流速
が減速され、小石や砂等を含む汚泥は、泥溜め槽12に
沈澱され、上澄みのみが上記排水管接続部4より排水さ
れるようになっている。Further, in the small-diameter basin 1 (11, 12), the rainwater flowing from the rain gutter connection portion 3 is swirled up, and the mud reservoir 1 above the small-diameter basin 1 from the drainage connection portion 4.
An inner cylindrical pipe 6 for discharging outside the pipe 2 is provided upright. The inner tube 6 sucks the swirling rainwater in the lower cyclone tank 11 from the opening 61 at the lower end, and discharges the rainwater to the mud storage tank 12 from the discharge part 62 bent and extended to the upper end. Has become. The flow rate of the rainwater discharged into the mud reservoir 12 is reduced, and the sludge containing pebbles and sand is settled in the mud reservoir 12, and only the supernatant is drained from the drain pipe connection 4. ing.
【0012】以下、本実施例の雨水浸透装置10の作用
を説明する。即ち、雨樋接続部3よりサイクロン槽11
の円周部の接線方向に流入された雨水は、旋回しながら
下方に流下して行くが、下方に行くに従ってその旋回径
が縮小され、内筒管6の下端の開口61より内筒管6内
に流入し、上昇流となって上端の排出部62より、泥溜
め槽12に排出される。Hereinafter, the operation of the rainwater permeation apparatus 10 of the present embodiment will be described. That is, the cyclone tank 11 is connected to the rain gutter connection 3.
The rainwater flowing in the tangential direction of the circumferential portion of the inner pipe 6 flows downward while turning, but the turning diameter decreases as going downward, and the inner pipe 6 extends through the opening 61 at the lower end of the inner pipe 6. Into the mud reservoir 12 as an ascending flow from the discharge part 62 at the upper end.
【0013】この泥溜め槽12に排出に排出された雨水
は、その流速が減衰し、ゆるやかな流れに変わる。従っ
て、雨水内に混合された小石や砂等の汚泥分は、その比
重差により泥溜め槽12の底に沈澱してゆく。一方、泥
溜め槽12の上方に設けられた排水管接続部4の周囲に
は多数の排水孔41が設けられているので、泥溜め槽1
2内の小石や砂等の汚泥分が除かれた上澄層の雨水は、
上記排水孔41よりその周囲の浸透層41に排水されて
行く。The flow rate of the rainwater discharged into the mud reservoir 12 is attenuated, and changes to a gentle flow. Accordingly, sludge such as pebbles and sand mixed in the rainwater settles at the bottom of the mud reservoir 12 due to the difference in specific gravity. On the other hand, since a large number of drain holes 41 are provided around the drain pipe connection portion 4 provided above the mud reservoir 12, the mud reservoir 1
The rainwater in the supernatant layer, from which sludge such as pebbles and sand in 2, has been removed,
The water is drained from the drain hole 41 to the surrounding permeation layer 41.
【0014】上記説明のように、本発明の雨水浸透装置
10においては、小径枡1の泥溜め槽12が小石や砂等
の汚泥等により満杯になっても、上方に持ち上げて大径
枡2より外部に取り外し、容易に取り替え交換すること
ができる。As described above, in the rainwater infiltration apparatus 10 of the present invention, even if the mud reservoir 12 of the small-diameter basin 1 becomes full of sludge such as pebbles or sand, the large-diameter basin 2 is lifted up. It can be removed to the outside and replaced easily.
【0015】更に、上記泥溜め槽12を小径枡1の下方
のサイクロン槽11の上方に配設したことにより、大径
枡1の直径を小さく抑えることが可能となり、雨水浸透
装置10の小径化が図れ、容積が縮小されてコンパクト
になるので、設置スペースが少なくて済み、設置場所の
制約等の問題を解消することができる。Further, by disposing the mud reservoir 12 above the cyclone tank 11 below the small-diameter basin 1, the diameter of the large-diameter basin 1 can be kept small, and the rainwater infiltration device 10 can be reduced in diameter. Therefore, since the volume is reduced and the size is reduced, the installation space can be reduced, and problems such as restrictions on the installation location can be solved.
【0016】上記のように、サイクロン槽と泥溜め槽を
分離した形態として、例えば、サイクロン槽と泥溜め槽
を接続管で連結して並設してもよく、本発明と同等の機
能を確保することも可能となる。又、例えば、各家庭等
に設置された排水枡からの雨水を1か所に集合させて、
泥溜め槽により、処理する方法も可能である。As described above, as a form in which the cyclone tank and the mud reservoir are separated, for example, the cyclone tank and the mud reservoir may be connected side by side by a connecting pipe, and the same function as the present invention is secured. It is also possible to do. Also, for example, by collecting rainwater from a drainage basin installed in each home or the like in one place,
A treatment method using a mud reservoir is also possible.
【0017】[0017]
【発明の効果】本発明の雨水浸透装置においては、小径
枡が下方の逆円錐形状のサイクロン槽と、このサイクロ
ン槽の上面に着脱可能に装着された泥溜め槽とにより構
成され、上記サイクロン槽の円周接線方向に雨樋接続部
が大径枡を貫通して延設され、上記泥溜め槽の上方に管
壁に多数の排水孔を有する排水管接続部が大径枡を貫通
して延設され、更に、上記小径枡内に、雨樋接続部より
流入された雨水を上昇させた上、上記排水接続部より小
径枡の外に排出する内筒管が立設されているので、小径
枡の泥溜め槽が小石や砂等の汚泥等により満杯になって
も、上方に持ち上げて大径枡より外部に取り外し、容易
に取り替え交換することができる。In the rainwater infiltration apparatus according to the present invention, the small-diameter basin is constituted by a cyclone tank having a lower inverted conical shape and a mud reservoir tank detachably mounted on the upper surface of the cyclone tank. A rain gutter connection portion extends in the circumferential tangential direction through the large-diameter basin, and a drain connection portion having a large number of drain holes in the pipe wall above the mud reservoir extends through the large-diameter basin. Extended, further, in the small-diameter basin, since the rainwater flowing from the rain gutter connection portion is raised, and since the inner cylindrical pipe for discharging the outside of the small-diameter basin from the drainage connection portion is erected, Even if the mud reservoir of the small-diameter basin is full of sludge such as pebbles or sand, it can be lifted upward, removed from the large-diameter basin and replaced easily.
【0018】更に、小径枡の泥溜め槽を下方のサイクロ
ン槽の上方に配設したことにより、大径枡の直径を小さ
く抑えることが可能となり、雨水浸透装置の小径化が図
れ、容積が縮小されてコンパクトになるので、設置スペ
ースが少なくて済み、設置場所の制約等の問題を解消す
ることができる。従って、雨水浸透装置として好適に用
いられる。Further, by disposing the mud reservoir of the small-diameter basin above the cyclone tank below, the diameter of the large-diameter basin can be reduced, and the diameter of the rainwater infiltration device can be reduced, and the volume can be reduced. As a result, the installation space can be reduced, and problems such as restrictions on the installation location can be solved. Therefore, it is suitably used as a rainwater infiltration device.
【図1】本発明の雨水浸透装置の一例を示す断面図。FIG. 1 is a cross-sectional view showing an example of a rainwater infiltration device of the present invention.
【図2】図1の上面図。FIG. 2 is a top view of FIG. 1;
1 小径枡 2 大径枡 3 雨樋接続部 4 排水管接続部 41 排水孔 5 浸透層 6 内筒管 10 雨水浸透装置 11 サイクロン槽 11a 上端縁 12 泥溜め槽 12a 段差部 61 開口 62 排出部 DESCRIPTION OF SYMBOLS 1 Small-diameter basin 2 Large-diameter basin 3 Rain gutter connection part 4 Drainage pipe connection part 41 Drainage hole 5 Permeation layer 6 Inner pipe 10 Rainwater permeation device 11 Cyclone tank 11a Top edge 12 Mud storage tank 12a Step 61 Opening 62 Discharge part
Claims (1)
とよりなる雨水浸透装置において、上記小径枡が下方の
逆円錐形状のサイクロン槽と、このサイクロン槽の上面
に着脱可能に装着された泥溜め槽とにより構成され、上
記サイクロン槽の円周接線方向に雨樋接続部が大径枡を
貫通して延設され、上記泥溜め槽の上方に管壁に多数の
排水孔を有する排水管接続部が大径枡を貫通して延設さ
れ、更に、上記小径枡内に、雨樋接続部より流入された
雨水を上昇させた上、上記排水接続部より小径枡の外に
排出する内筒管が立設されていることを特徴とする雨水
浸透装置。1. A rainwater infiltration apparatus comprising a small-diameter basin and a large-diameter basin which are arranged inside and outside doubly. A rain gutter connection part extending through a large-diameter basin in a circumferential tangent direction of the cyclone tank, and a number of drain holes formed in a pipe wall above the mud storage tank. A drain pipe connecting portion having a hole is extended through the large-diameter basin, and further, inside the small-diameter basin, the rainwater flowing from the rain gutter connecting portion is raised, and the drainage connecting portion is provided outside the small-diameter basin. A rainwater infiltration apparatus characterized in that an inner cylindrical pipe for discharging water into the vessel is provided upright.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8310673A JPH10152881A (en) | 1996-11-21 | 1996-11-21 | Rain water penetrating device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8310673A JPH10152881A (en) | 1996-11-21 | 1996-11-21 | Rain water penetrating device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10152881A true JPH10152881A (en) | 1998-06-09 |
Family
ID=18008084
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8310673A Pending JPH10152881A (en) | 1996-11-21 | 1996-11-21 | Rain water penetrating device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10152881A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2346818A (en) * | 1997-11-21 | 2000-08-23 | Univ South Australia | Pollution separator and filtration apparatus |
US6241881B1 (en) | 1997-11-21 | 2001-06-05 | University Of South Australia | Pollution separator and filtration apparatus |
CN106638919A (en) * | 2016-12-02 | 2017-05-10 | 浙江水利水电学院 | Urban road rainwater reuse system and construction method |
-
1996
- 1996-11-21 JP JP8310673A patent/JPH10152881A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2346818A (en) * | 1997-11-21 | 2000-08-23 | Univ South Australia | Pollution separator and filtration apparatus |
US6241881B1 (en) | 1997-11-21 | 2001-06-05 | University Of South Australia | Pollution separator and filtration apparatus |
GB2346818B (en) * | 1997-11-21 | 2001-09-05 | Univ South Australia | Pollution separator and filtration apparatus |
CN106638919A (en) * | 2016-12-02 | 2017-05-10 | 浙江水利水电学院 | Urban road rainwater reuse system and construction method |
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