JPH08311970A - Rainwater infiltration purification pipe - Google Patents

Rainwater infiltration purification pipe

Info

Publication number
JPH08311970A
JPH08311970A JP11874995A JP11874995A JPH08311970A JP H08311970 A JPH08311970 A JP H08311970A JP 11874995 A JP11874995 A JP 11874995A JP 11874995 A JP11874995 A JP 11874995A JP H08311970 A JPH08311970 A JP H08311970A
Authority
JP
Japan
Prior art keywords
rainwater
purification
infiltration
pipe
falling
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.)
Withdrawn
Application number
JP11874995A
Other languages
Japanese (ja)
Inventor
Kengo Kudo
賢悟 工藤
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.)
JDC Corp
Original Assignee
JDC 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 JDC Corp filed Critical JDC Corp
Priority to JP11874995A priority Critical patent/JPH08311970A/en
Publication of JPH08311970A publication Critical patent/JPH08311970A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE: To provide three functions such as drainage, groundwater recharge, and water purification by providing an ordinary water passage in a curved part comprising a beginning end part, a rising part, and a falling part, providing a purification and infiltration part in an extending part leading to the falling part, and providing a filter material in the purification and infiltration part. CONSTITUTION: In a rainwater passage 1 formed into nearly a G-shape in cross- section, an ordinary water passage is provided in a curved part comprising a biggining end part 5, a rising part 1', and a falling part 1", and a purification and infiltration part for the time of flooding is provided in an extending part 2 leading to the falling part 1". Next, a filter material 3 is inserted into the space between the part 2 and a triangular dowel formed by the part 5 so as to be held by a curved part of the part 2 and firmly held by a protrusion 5' of the part 5. And when the quantity of rainwater increases and the level of rainwater in the pipe 1 reaches a height H from a height h, the rainwater, in proper quantities, infiltrates through the purification and infiltration part, being filtrated by the part as well, to the underground, and the purified rainwater comes into contact with soil so that quality of water is improved and hence groundwater recharge can be effectively achieved.

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、排水と地下水涵養と水
質浄化の三つの機能を備えたほぼの−字形の雨水浸透浄
化管を提供することである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is to provide an almost-shaped rainwater infiltration purification pipe having three functions of drainage, groundwater recharge and water purification.

【0002】[0002]

【従来の技術】現在、環境保全の一環として大地の保全
が大きな課題となっているが、この大地の保全には地下
水の涵養が重要な役目を果たしている。この地下水の涵
養は土壌の乾燥防止、生態系の保全等に効果がある。
2. Description of the Related Art At present, the preservation of the earth has become a major issue as a part of environmental preservation, and the recharge of groundwater plays an important role in the preservation of this earth. This recharge of groundwater is effective in preventing soil drying and preserving the ecosystem.

【0003】従来このような地下水涵養には雨水貯留浸
透技術が適用されている。この雨水貯留浸透技術として
は、例えば雨水浸透升或いは雨水浸透トレンチが適用さ
れている。雨水浸透升は底部をコンクリートで水封せ
ず、砂、砕石の順序で充填したものである。また、雨水
浸透トレンチは埋設された有孔管の底部に砂、砕石を敷
設し、周囲を砕石で充填したものである。しかし、これ
らは目詰まりなどで浸透能力が低下した場合に容易に対
処できないだけでなく、大量の降雨があった際は降雨量
に見合う浸透量の機能は果たせず、逆に周囲の微粒子土
粒子を吸い出しを招く。
Conventionally, rainwater storage and infiltration technology has been applied to such groundwater recharge. As this rainwater storage / infiltration technique, for example, a rainwater infiltration chamber or a rainwater infiltration trench is applied. The rainwater infiltration box is not filled with concrete at the bottom but filled with sand and crushed stone in this order. The rainwater infiltration trench is constructed by laying sand and crushed stone at the bottom of the buried perforated pipe and filling the surrounding area with crushed stone. However, these cannot not only be easily dealt with when the infiltration capacity is reduced due to clogging, etc., but also when a large amount of rainfall occurs, the function of the infiltration amount commensurate with the rainfall amount cannot be fulfilled, and conversely the fine particle soil particles around Invites to suck out.

【0004】また、いわゆる雨水管も使用されるが、こ
れもただ雨水を流すだけの機能しか有しておらず、地下
涵養の目的を果たすような機能を有していない。
A so-called rainwater pipe is also used, but it also has only the function of flowing rainwater, and does not have the function of fulfilling the purpose of underground recharge.

【0005】[0005]

【発明が解決しようとする課題】本発明は、従来使用さ
れている雨水管の欠点を排除し、この雨水管を排水と地
下水涵養と水質浄化の三つの機能を有するような雨水管
を提供することである。
SUMMARY OF THE INVENTION The present invention eliminates the drawbacks of conventional rainwater pipes and provides a rainwater pipe having the three functions of drainage, groundwater recharge and water purification. .

【0006】[0006]

【課題を解決するための手段】上記の本発明による課題
は、硬質塩化ビニールからほぼの−字形に成形して、小
間を形成している初端部、立上がり部と下がり部とから
成る雨水管として形成し、この際初端部、立上がり部と
下がり部とから成る湾曲部が通常流水路を形成してお
り、の−字の下がり部に連なるの−字形の延長部が増水
時における浄化兼浸透部を形成していることによって解
決される。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention The problem to be solved by the present invention is to provide a rainwater pipe which is formed from hard vinyl chloride into a substantially negative shape and has a booth-forming first end portion, a rising portion and a falling portion. At this time, the curved part consisting of the initial end part, the rising part and the descending part forms a normal flowing water channel, and the − shaped extension connected to the − decreasing part purifies and permeates when water increases. It is solved by forming a part.

【0007】の−字の延長部と初端部とから成る浄化兼
浸透部が任意の数と間隔で水抜き穴と交換可能な合成繊
維から成るフイルター材とを備えている。本発明にあっ
ては、フイルタの目詰まりを起こし易い通常流水路を経
て排水される。降雨量が増大した際は、雨水は浄化兼浸
透部のフイルター材を経て地下に浸透される。
The purifying and permeating section consisting of the extension of the letter "-" and the initial end section is provided with the drainage holes and the filter material made of synthetic fiber which can be replaced at any number and at intervals. In the present invention, the water is drained through the normal running water channel which is likely to cause clogging of the filter. When the amount of rainfall increases, rainwater permeates underground through the filter material in the purification and permeation section.

【0008】このようなの−字形雨水浸透浄化管は通常
の工法で地盤上に砂層、砕石層とを造成し、その上に敷
設される。以下に添付図面に基づいて本発明を詳細に説
明する。
Such a letter-shaped rainwater permeation purification pipe is constructed by forming a sand layer and a crushed stone layer on the ground by a usual construction method, and laying it on it. Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

【0009】[0009]

【実施例】図1に示すように、本発明によるの−字形雨
水浸透浄化管は硬質塩化ビニールから、図1から明瞭で
あるように、ほぼの−字形に成形して雨水管1が形成さ
れている。この雨水管1はの−字の初端部5、立ち上が
り部1′、下がり部1″とから成る。この初端部5はほ
ぼ三角形の小間を形成しており、その端部が突起部5′
を備えており、この突起部5′が後で述べるフイルタ材
3を固持する働きを行う。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT As shown in FIG. 1, a rainwater pipe 1 according to the present invention is formed by forming a rainwater pipe 1 from hard vinyl chloride into a substantially-shape as shown in FIG. There is. The rainwater pipe 1 comprises a V-shaped initial end portion 5, a rising portion 1 ', and a descending portion 1 ". The initial end portion 5 forms a substantially triangular booth, and the end portion thereof has a protruding portion 5'.
The projection 5'functions to hold the filter material 3 described later.

【0010】上記のほぼの−字形雨水管のの字の書体に
あって初端部5、立ち上がり部1′、下がり部1″とは
通常の雨水の流水路を形成している。何故なら、初期の
降雨は量も僅かな水位hであり、また細かいゴミを多く
含んでいるので目づまりを起こしやすいので通常の雨水
管のように河川にそのまま放流したほうが有利であるか
らである。
In the above-mentioned typeface of the "-" shaped rainwater pipe, the initial end portion 5, the rising portion 1'and the falling portion 1 "form a normal rainwater running channel. This is because the amount of rainfall is small at a water level h, and since it contains a lot of fine dust, it is easy to cause clogging, so it is advantageous to discharge it as it is to a river like a normal rainwater pipe.

【0011】雨水管1のほぼの−字のの字書体の下がり
部1″はこのの−字の図面に対して右方向で立ち上がっ
ている延長部2の上方に載っている。この延長部2と初
端部5が形成している三角形の小間との間には、延長部
2の湾曲部に抱え込まれるように合成繊維から成るフイ
ルタ材3が挿入設けられている。このフイルタは初端部
5の突起5′により浮上したり或いは移動したりしない
ように固持されている。このフイルタ材3によりこの延
長部2と初端部5が形成している湾曲部は、降雨量の増
大の際の地下への適切な浸透を促す浸透濾過部を形成し
ている。このフイルター材3は交換可能であり、適当な
期間使用後新しいものと交換される。またこのフイルタ
ーは水質改善の目標項目に合わせて、より以上に濾過機
能、浄化機能を向上させるために炭素材を含有させるこ
とも、或いは石灰等のような濾過機能を向上させる素材
を混合することも可能である。
The descending portion 1 "of the substantially-letter typeface of the rainwater pipe 1 rests above the extending portion 2 which rises to the right with respect to the drawing of this-letter. A filter material 3 made of synthetic fiber is inserted between the triangular booth formed by the initial end portion 5 so as to be held in the curved portion of the extension portion 2. This filter has an initial end portion 5 The protrusions 5 ′ are fixed so as not to float or move.The curved portion formed by the extension portion 2 and the initial end portion 5 by the filter material 3 is used when the amount of rainfall increases. It forms a permeation filter part that promotes proper permeation into the underground.This filter material 3 is replaceable and replaced with a new one after an appropriate period of use.This filter also meets the target items for water quality improvement. Better filter function and purification function. It is contained carbon material in order to also, or it is also possible to mix materials to improve the filtering function, such as lime or the like.

【0012】このフイルター材3の下方の、の−字書体
の延長部2に相当する底面はほぼ平坦になっており、そ
の平坦な面に水抜き穴4が形成されている。この水抜き
穴4の径と数と形成間隔は任意である。
Below the filter material 3, the bottom surface corresponding to the extension 2 of the negative typeface is substantially flat, and the drain hole 4 is formed in the flat surface. The diameter and number of the water drainage holes 4 and the formation interval are arbitrary.

【0013】このフイルター材3はの−字の初端部5に
形成された三角形の小間を形成している壁部によって一
方の側が区画されており、他方の側はの−字の延長部2
で区画されている。
This filter material 3 is partitioned on one side by a wall portion forming a triangular booth formed at the first end 5 of the "-" shape, and the other side is extended by a "-" shape on the other side 2.
It is divided by.

【0014】このようなの−字形雨水浸透浄化管の構造
にあって、降雨量が増して来て、の−字形雨水浸透浄化
管内の降雨量の水準が高さhからHにまで達した際は、
雨水はこの浄化兼浸透部3を経て地下へと適当量で、し
かも濾過されて浸透する。従って、浄化された雨水は土
壌と接触し水質の改善、即ち地下水の涵養に有効に働
く。
In the structure of such a-shaped rainwater infiltration purification pipe, when the amount of rainfall increases and the level of rainfall in the -shaped rainwater infiltration purification pipe reaches from the height h to H, ,
Rainwater passes through the purifying / permeating section 3 and permeates into the underground in an appropriate amount and is filtered. Therefore, the purified rainwater comes into contact with the soil to effectively improve the water quality, that is, recharge groundwater.

【0015】図1から認められるように、このの−字形
雨水浸透浄化管は如何なる地盤にあっても敷設可能であ
る。敷設の様式は、通常の雨水管敷設工法で行うことが
可能である。即ち、地盤上に砂層6を構築し、次いで砕
石層7を構築し、その上に本発明によるの−字形雨水浸
透浄化管を敷設する。
As can be seen from FIG. 1, this-shaped rainwater permeation and purification pipe can be laid on any ground. The laying method can be done by the usual rainwater pipe laying method. That is, the sand layer 6 is constructed on the ground, and then the crushed stone layer 7 is constructed, and the -shaped rainwater permeation purification pipe according to the present invention is laid thereon.

【0016】このの−字形雨水浸透浄化管は他の雨水升
等にそのまま接続可能であり、接続様式も通常行われて
いる様式が適用可能である。浄化兼浸透部の合成繊維か
ら成るフイルター材3は、図2に示したように、の−字
形雨水浸透浄化管の全長にわたって設けられており、そ
の際例えばナイロン製のフイルター接続ロープ8によ
り、ずれ留めアンカー9とを介して連結されている。こ
れにより、フイルター材3は水力により移動することな
く常に一定の位置を維持している。
[0016] This-shaped rainwater permeation and purification pipe can be directly connected to other rainwater chambers and the like, and the connection can be performed in the usual manner. As shown in FIG. 2, the filter material 3 made of synthetic fiber in the purification / permeation section is provided over the entire length of the negative-shaped rainwater permeation purification pipe, and at this time, for example, by a nylon filter connection rope 8, it is displaced. It is connected via a fastening anchor 9. As a result, the filter material 3 always maintains a constant position without moving due to hydraulic force.

【0017】[0017]

【発明の効果】本発明によるの−字形雨水浸透浄化管に
より、通常ような雨水の円滑な排水が可能となるのみな
らず、地下に浸透する雨水が適当に濾過されて浄化さ
れ、従って地下水涵養と水質浄化の機能が達せられる。
The minus-shaped rainwater permeation purification pipe according to the present invention not only enables normal smooth drainage of rainwater, but also properly filters and purifies rainwater that permeates underground, and thus recharges groundwater. And the function of water purification can be achieved.

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

【図1】本発明による、ほぼの−字形雨水浸透浄化管の
断面図であるが、フイルタ材は取外されている。
FIG. 1 is a cross-sectional view of a substantially-shaped rainwater permeation purification pipe according to the present invention, but with a filter material removed.

【図2】本発明によるほぼの−字形雨水浸透浄化管の断
面図である。
FIG. 2 is a cross-sectional view of a substantially-shaped rainwater permeation purification pipe according to the present invention.

【図3】本発明によるの−字形雨水浸透浄化管の浄化兼
浸透部に使用されるフイルター接続様式を示した図であ
る。
FIG. 3 is a view showing a filter connection mode used in the purification / permeation section of the minus-shaped rainwater permeation purification pipe according to the present invention.

【符号の説明】[Explanation of symbols]

1 の−字形雨水浸透浄化管体 1′ の−字の立上がり部 1″ の−字の下がり部 2 浄化兼浸透部 3 フイルター材 4 水抜き穴 5 小間を形成している初端部 5′ 突起 6 砂層 7 砕石層 8 フイルター接続ロープ 9 ずれ留めアンカー 1-shaped rainwater permeation purification pipe 1'-shaped rising part 1'-character downward part 2 purification / permeation part 3 filter material 4 drainage hole 5 initial end part forming a booth 5'projection 6 Sand layer 7 Crushed stone layer 8 Filter connection rope 9 Anchoring anchor

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 雨水浸透浄化管において、硬質塩化ビニ
ールからほぼの−字形に成形して、小間を形成している
初端部(5)、立上がり部(1′)と下がり部(1″)
とから成る雨水管(1)として形成し、この際初端部
(5)、立上がり部(1′)と下がり部(1″)とから
成る湾曲部が通常流水路を形成しており、の−字の下が
り部(1″)に連なるの−字形の延長部(2)が増水時
における浄化兼浸透部を形成していることを特徴とする
雨水浸透浄化管。
1. In a rainwater permeation purification pipe, an initial end portion (5), a rising portion (1 ') and a falling portion (1 ") which are formed from hard vinyl chloride into a substantially-shaped shape to form a booth.
Is formed as a rainwater pipe (1) consisting of an initial end part (5) and a curved part consisting of a rising part (1 ′) and a descending part (1 ″), which normally forms a water flow channel. A rainwater permeation purification pipe, characterized in that a minus-shaped extension (2) connected to a falling portion (1 ″) of the character forms a purification and permeation portion when water increases.
【請求項2】 の−字の延長部(2)と初端部(5)と
から成る浄化兼浸透部が任意の数と間隔で水抜き穴
(4)と交換可能な合成繊維から成るフイルター材
(3)とを備えていることを特徴とする請求項1に記載
の雨水浸透浄化管。
2. A filter made of synthetic fiber, wherein the purifying and permeating part consisting of an extension (2) and an initial end (5) of the letter “-” is replaceable with the drainage hole (4) at any number and interval. The rainwater permeation purification pipe according to claim 1, further comprising a material (3).
JP11874995A 1995-05-17 1995-05-17 Rainwater infiltration purification pipe Withdrawn JPH08311970A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11874995A JPH08311970A (en) 1995-05-17 1995-05-17 Rainwater infiltration purification pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11874995A JPH08311970A (en) 1995-05-17 1995-05-17 Rainwater infiltration purification pipe

Publications (1)

Publication Number Publication Date
JPH08311970A true JPH08311970A (en) 1996-11-26

Family

ID=14744109

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11874995A Withdrawn JPH08311970A (en) 1995-05-17 1995-05-17 Rainwater infiltration purification pipe

Country Status (1)

Country Link
JP (1) JPH08311970A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1804564A1 (en) * 2005-12-28 2007-07-04 Delphi Technologies, Inc. Cooling apparatus and method using low fluid flow rates
KR100787518B1 (en) * 2006-11-29 2007-12-21 한국건설기술연구원 The linear infiltration system functioning as a storm sewer
JP2015140630A (en) * 2014-01-30 2015-08-03 フクビ化学工業株式会社 Rainwater permeation pipe and rainwater permeation system using the same
CN105780907A (en) * 2016-04-29 2016-07-20 四川牧雨环保科技有限公司 Novel rainwater storage and leakage tank
CN105804201A (en) * 2016-04-29 2016-07-27 四川牧雨环保科技有限公司 Novel intelligent grid stormwater and flood management system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1804564A1 (en) * 2005-12-28 2007-07-04 Delphi Technologies, Inc. Cooling apparatus and method using low fluid flow rates
KR100787518B1 (en) * 2006-11-29 2007-12-21 한국건설기술연구원 The linear infiltration system functioning as a storm sewer
JP2015140630A (en) * 2014-01-30 2015-08-03 フクビ化学工業株式会社 Rainwater permeation pipe and rainwater permeation system using the same
CN105780907A (en) * 2016-04-29 2016-07-20 四川牧雨环保科技有限公司 Novel rainwater storage and leakage tank
CN105804201A (en) * 2016-04-29 2016-07-27 四川牧雨环保科技有限公司 Novel intelligent grid stormwater and flood management system

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Legal Events

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Effective date: 20020806