JPS6141824Y2 - - Google Patents

Info

Publication number
JPS6141824Y2
JPS6141824Y2 JP16071382U JP16071382U JPS6141824Y2 JP S6141824 Y2 JPS6141824 Y2 JP S6141824Y2 JP 16071382 U JP16071382 U JP 16071382U JP 16071382 U JP16071382 U JP 16071382U JP S6141824 Y2 JPS6141824 Y2 JP S6141824Y2
Authority
JP
Japan
Prior art keywords
rainwater
filter
pipe
underground
water intake
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.)
Expired
Application number
JP16071382U
Other languages
Japanese (ja)
Other versions
JPS5965092U (en
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 filed Critical
Priority to JP16071382U priority Critical patent/JPS5965092U/en
Publication of JPS5965092U publication Critical patent/JPS5965092U/en
Application granted granted Critical
Publication of JPS6141824Y2 publication Critical patent/JPS6141824Y2/ja
Granted legal-status Critical Current

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  • Sanitary Device For Flush Toilet (AREA)
  • Sewage (AREA)

Description

【考案の詳細な説明】 本考案は雨水地下排水管に関する。[Detailed explanation of the idea] The present invention relates to underground rainwater drainage pipes.

道路の舗装率の高い都市部では、雨水が地下に
浸透しない為に河川が氾濫しやすくなつていると
いう問題がある。この為、適所々に雨水マスを設
け、該雨水マスに地表上の側溝から雨水を流入さ
せ、ゴミ、砂等の異物を雨水マスの底部に沈でん
させたのち、雨水を、地下深くの砂れき層に達す
る地下浸透用の雨水地下排水管に自然流出させる
雨水排水装置が実用化されるようになつてきた。
In urban areas where roads are often paved, rainwater does not penetrate underground, making rivers more prone to flooding. For this purpose, rainwater basins are installed in appropriate places, rainwater is allowed to flow into the rainwater basins from side ditches on the ground surface, foreign matter such as garbage and sand settles to the bottom of the rainwater basins, and then the rainwater is drained into the sandy gravel layer deep underground. Rainwater drainage systems that allow rainwater to naturally drain into underground drainage pipes for underground infiltration have come into practical use.

しかし、上記異物には、木片やビニール片等、
又細砂のように浮遊する異物がある為、これらの
浮遊する異物が雨水と共に雨水地下排水管に流れ
込んでその下部に詰りを生ぜしめる恐れがあり、
これを防ぐ為にフイルタを設けるが、フイルタを
設けると、高い排水処理能力が得られないという
問題があつた。
However, the foreign objects mentioned above include pieces of wood, pieces of vinyl, etc.
In addition, since there are floating foreign substances such as fine sand, there is a risk that these floating foreign substances may flow into the underground rainwater drain pipes with rainwater and cause blockages in the lower part of the pipes.
Although a filter is provided to prevent this, there is a problem in that a high wastewater treatment capacity cannot be obtained when a filter is provided.

本考案は、上記した従来の問題点に鑑みてなさ
れたもので、異物を除去する為の呑口フイルタと
して筒状のフイルタを用いることによつて、雨水
排水処理能力の高い雨水地下排水管を提供するこ
とを目的とする。
The present invention was developed in view of the above-mentioned conventional problems, and provides an underground rainwater drainage pipe with high rainwater drainage processing capacity by using a cylindrical filter as a spout filter to remove foreign matter. The purpose is to

以下、本考案の一実施例を図面を参照して説明
する。
An embodiment of the present invention will be described below with reference to the drawings.

第1図〜第2図において、1は地表層、2は地
下深くの砂れき層、3は側溝、4は雨水マス、5
は雨水地下排水管である。この雨水地下排水管
は、調節管51、取水管52、フイルタ収納管5
3及び有孔の浸透用管54を順次上下に連結して
なり、上端を地表に開口させ、下端を砂れき層2
内所定深さに開口させて地中に埋設される。調節
管51の上端部は地表層1を貫通して地表上に開
口し、常時は、キヤツプ55で閉塞されている。
取水管52は横管52Aを持つ横丁字形をなし、
横管52Aの拡径された取水口52aが雨水マス
4の側壁41を貫通して雨水マス4の内部42に
開口している。取水口52aには呑口フイルタ4
3が取付けられている。
In Figures 1 and 2, 1 is the surface layer, 2 is the deep underground gravel layer, 3 is the side ditch, 4 is the rainwater basin, and 5
is an underground rainwater drainage pipe. This rainwater underground drainage pipe includes a control pipe 51, a water intake pipe 52, and a filter storage pipe 5.
3 and a perforated infiltration pipe 54 are sequentially connected vertically, the upper end is opened to the ground surface, and the lower end is connected to the gravel layer 2.
It is buried underground with an opening at a predetermined depth. The upper end of the regulating pipe 51 penetrates the ground layer 1 and opens onto the ground surface, and is normally closed with a cap 55.
The water intake pipe 52 has a horizontal pipe shape with a horizontal pipe 52A,
A water intake port 52a with an enlarged diameter of the horizontal pipe 52A penetrates the side wall 41 of the rainwater basin 4 and opens into the interior 42 of the rainwater basin 4. A spout filter 4 is installed at the water intake 52a.
3 is installed.

この呑口フイルタ43は、合成樹脂製の筒体4
4内にメツシユ部材45を設けた構造を有し、該
メツシユ部材45は筒体44の側壁に形成された
複数の孔44aと筒体44bの一端をふさいでフ
イルタ部を形成している。筒体44の他端側は複
数の通水孔46aを持つ端壁46で閉塞され、該
端壁46の外周部は筒体44に対して鍔部状をな
すシール部46bとなつており、このシール部4
6bから軸方向に所定距離をへだてる位置に半径
方向に放射状に伸びる3個の位置決め用脚部47
が設けられている。呑口フイルタ43は3個の脚
部47が取水管52の取水口52aの段部に係合
するまで、シール部46a側から取水管52の横
管52A内に挿入され、横管52Aとの間に雨水
流入路Aを画成する。シール部46aは横管52
Aと筒体44との間を水密に密封している。
This spout filter 43 has a cylindrical body 4 made of synthetic resin.
4, the mesh member 45 closes a plurality of holes 44a formed in the side wall of the cylindrical body 44 and one end of the cylindrical body 44b to form a filter portion. The other end of the cylindrical body 44 is closed by an end wall 46 having a plurality of water holes 46a, and the outer peripheral portion of the end wall 46 forms a seal portion 46b shaped like a flange against the cylindrical body 44. This seal part 4
Three positioning legs 47 radially extending in a radial direction at positions separated from 6b by a predetermined distance in the axial direction.
is provided. The spout filter 43 is inserted into the horizontal pipe 52A of the water intake pipe 52 from the sealing part 46a side until the three legs 47 engage with the steps of the water intake port 52a of the water intake pipe 52, and the gap between the water intake pipe 52 and the horizontal pipe 52A is A rainwater inflow channel A is defined. The seal portion 46a is connected to the horizontal pipe 52.
A and the cylindrical body 44 are sealed watertightly.

フイルタ収納管53はその上下端部が夫々取水
管52の下端受口52bと浸透用管54の上端受
口54aに挿入され、内部に有底の筒状フイルタ
60を収めている。この筒状フイルタ60は上端
に引掛部60a、フランジ状の支持部60bを有
し、この支持部60bを取水管52の下端受口5
2b内に固設された支持リング70に引掛けてフ
イルタ収納管53に吊下げ支持されている。
The upper and lower ends of the filter storage pipe 53 are inserted into the lower end socket 52b of the water intake pipe 52 and the upper end socket 54a of the permeation pipe 54, respectively, and a bottomed cylindrical filter 60 is housed therein. This cylindrical filter 60 has a hook part 60a and a flange-like support part 60b at the upper end, and this support part 60b has a lower end socket 5 of the water intake pipe 52.
It is hung and supported by the filter storage pipe 53 by being hooked onto a support ring 70 fixedly installed inside the filter storage pipe 2b.

筒状フイルタ60はフイルタ収納管53の内径
より小さい外径を有する有孔管61とその内周面
をおゝうように設けられた有孔管61より細い網
状体からなるフイルタ本体62を有し、フイルタ
収納管53との間に雨水流下路Bを形成してい
る。
The cylindrical filter 60 has a perforated tube 61 having an outer diameter smaller than the inner diameter of the filter storage tube 53, and a filter body 62 made of a net-like body that is thinner than the perforated tube 61 and is provided so as to cover the inner peripheral surface of the perforated tube 61. A rainwater flow path B is formed between the filter storage pipe 53 and the filter storage pipe 53.

この構成では、地表上に降雨した雨水Rは側溝
3から雨水マス4内に入り、呑口フイルタ43、
取水管52を経て雨水地下排水管5内の筒状フイ
ルタ60に流入する。雨水マス4内で沈でんしな
い異物は呑口フイルタ43の一端及び周面のフイ
ルタ部で除去される。雨水Rは呑口フイルタ43
のメツシユ部材45を通して呑口フイルタ43内
に流入し、通水孔46aから取水管52に流入す
る。呑口フイルタ43を通過した微小の異物は筒
状フイルタ60で補足され、雨水Rだけが筒状フ
イルタ60を通過して雨水流下路Aから浸透用管
54に流下し、多数の浸透孔54bから砂れき層
2に流出浸透する。
In this configuration, rainwater R that has fallen on the ground enters the rainwater tank 4 from the side gutter 3, and passes through the spout filter 43,
The rainwater flows through the water intake pipe 52 into the cylindrical filter 60 in the underground drainage pipe 5 . Foreign matter that does not settle in the rainwater basin 4 is removed by one end of the spout filter 43 and the filter portion on the peripheral surface. Rainwater R is filtered at the mouth filter 43
It flows into the spout filter 43 through the mesh member 45, and flows into the water intake pipe 52 from the water passage hole 46a. The minute foreign matter that has passed through the spout filter 43 is captured by the cylindrical filter 60, and only the rainwater R passes through the cylindrical filter 60 and flows down from the rainwater flow path A to the infiltration pipe 54, and is filtered through the numerous infiltration holes 54b into sand and gravel. Effluent penetrates into layer 2.

本実施例の呑口フイルタ43は筒状であつて周
面にフイルタ部を有し、横管52Aとの間に雨水
マス4に通じる間隙Aを画成している為、フイル
タ面積が大きく、処理能力が高い。
The spout filter 43 of this embodiment has a cylindrical shape and has a filter portion on the circumferential surface, and defines a gap A leading to the rainwater basin 4 between it and the horizontal pipe 52A, so the filter area is large and the filter area is large. High ability.

又、位置決め用脚部47がある為、呑口フイル
タ43は横管52A内に挿入するだけで、雨水に
よる押力を受けて軸方向移動不能に横管52A内
に保持され、シール部46bと脚部47の作用に
より横管52A内に水平に支持される。また、呑
口フイルタ43は引き抜いて掃除もできるように
なつている。
In addition, since there is a positioning leg 47, the spout filter 43 is simply inserted into the horizontal pipe 52A, and is held in the horizontal pipe 52A without being able to move in the axial direction under the pressure of rainwater, and the sealing part 46b and the leg Due to the action of the portion 47, it is supported horizontally within the horizontal tube 52A. Further, the spout filter 43 can be pulled out for cleaning.

以上の如く、本考案によれば、筒状の呑口フイ
ルタを用いて比較的大きな異物を除去する構成と
したことによつて、該呑口フイルタの通水能力が
大きいので、雨水排水処理能力の高い雨水地下排
水管を得ることができる。
As described above, according to the present invention, by using a cylindrical spout filter to remove relatively large foreign substances, the water passing capacity of the spout filter is large, so that the rainwater treatment capacity is high. Rainwater underground drains can be obtained.

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

第1図は本考案による雨水地下排水管の実施例
の縦断面図、第2図イは第1図のA−A視図、第
2図ロは第1図のB−B視図である。 4……雨水マス、5……調節管、43……呑口
フイルタ、44……筒体、44a……孔、45…
…メツシユ部材、46……端壁、46a……シー
ル部、47……脚部、52……取水管、52A…
…横管、52a……取水口、53……フイルタ収
納管、54は浸透用管、54b……浸透孔。
Fig. 1 is a vertical cross-sectional view of an embodiment of the rainwater underground drainage pipe according to the present invention, Fig. 2 A is a view from A-A in Fig. 1, and Fig. 2 B is a view from B-B in Fig. 1. . 4... Rainwater mass, 5... Adjustment pipe, 43... Spout filter, 44... Cylindrical body, 44a... Hole, 45...
...Mesh member, 46... End wall, 46a... Seal part, 47... Leg part, 52... Water intake pipe, 52A...
...Horizontal pipe, 52a...Water intake, 53...Filter storage pipe, 54: Penetration pipe, 54b: Penetration hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 下部周壁に多数の浸透孔を有し地表下の雨水マ
スに開口する横管を具え上端を地表上に開口させ
て地中に上下向きに埋設される雨水地下排水管に
おいて、一端側に鍔部状のシール部を有し半径方
向の位置決め用脚が形成された筒状の呑口フイル
タが、上記横管内に半径方向間隙を画成して挿脱
自在に挿入されていることを特徴とする雨水地下
排水管。
In underground rainwater drainage pipes, which are buried vertically in the ground with the upper end opened above the ground surface and equipped with horizontal pipes that have numerous infiltration holes in the lower peripheral wall and open into rainwater masses below the ground surface, there is a flange on one end side. A cylindrical spout filter having a shaped seal portion and radial positioning legs is removably inserted into the horizontal pipe with a radial gap defined therein. Underground drain pipe.
JP16071382U 1982-10-22 1982-10-22 rainwater underground drain pipe Granted JPS5965092U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16071382U JPS5965092U (en) 1982-10-22 1982-10-22 rainwater underground drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16071382U JPS5965092U (en) 1982-10-22 1982-10-22 rainwater underground drain pipe

Publications (2)

Publication Number Publication Date
JPS5965092U JPS5965092U (en) 1984-04-28
JPS6141824Y2 true JPS6141824Y2 (en) 1986-11-27

Family

ID=30353408

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16071382U Granted JPS5965092U (en) 1982-10-22 1982-10-22 rainwater underground drain pipe

Country Status (1)

Country Link
JP (1) JPS5965092U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108894298B (en) * 2018-06-20 2020-05-15 山东女子学院 A comprehensive sponge city ecological planning and management device

Also Published As

Publication number Publication date
JPS5965092U (en) 1984-04-28

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