JPH06174151A - Concrete pipe provided with hole having check valve - Google Patents

Concrete pipe provided with hole having check valve

Info

Publication number
JPH06174151A
JPH06174151A JP27911292A JP27911292A JPH06174151A JP H06174151 A JPH06174151 A JP H06174151A JP 27911292 A JP27911292 A JP 27911292A JP 27911292 A JP27911292 A JP 27911292A JP H06174151 A JPH06174151 A JP H06174151A
Authority
JP
Japan
Prior art keywords
pipe
water
check valve
hole
concrete
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
JP27911292A
Other languages
Japanese (ja)
Other versions
JP2673137B2 (en
Inventor
Seiji Iwasa
政治 岩沙
Yutaka Watanabe
豊 渡辺
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.)
Nippon Hume Pipe Co Ltd
Original Assignee
Nippon Hume Pipe 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 Nippon Hume Pipe Co Ltd filed Critical Nippon Hume Pipe Co Ltd
Priority to JP4279112A priority Critical patent/JP2673137B2/en
Publication of JPH06174151A publication Critical patent/JPH06174151A/en
Application granted granted Critical
Publication of JP2673137B2 publication Critical patent/JP2673137B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To prevent water from advance flowing and back flowing from one direction by a pressure of water inside/outside a pipe by providing many through holes in a wall unit of the concrete pipe of drain pipe, catchment pipe, etc., and burying a check valve fitted into each through hole. CONSTITUTION:Many through holes 2 are provided in a pipe wall 1 of a concrete pipe 1-A, and a check valve A is buried to be fitted to each through hole 2. This check valve A is constituted such that stopping protrusion parts 12 are provided in an upper end inside of the periphery 10 and also receiving a ball unit 11 floated vertically movably in the periphery 10, to removably mount a bottom surface cap 13, provided with a filter 15, to an end part in an opposite side to the protrusion part 12 of the periphery 10. In the case of using the concrete pipe 1-A as a catchment pipe, when water in the pipe is at a high pressure, the ball unit 11 is always brought into contact with and closely attached to the protrusion part 12, to impede the water in the pipe from flowing out to the outside of the pipe. However, water outside the pipe rises to increase a pressure due to a heavy rain or the like, the ball unit 12 is lowered down, and the through hole 2 is opened to permit invasion water.

Description

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

【産業上の利用分野】本発明はコンクリート製の雨水貯
留管、排水管および集水管に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete rainwater storage pipe, drainage pipe and water collection pipe.

【従来の技術】従来土中に含水されている水の処理とし
て透水管や集水管がある。そして透水管は下水管内に流
れ込む多量の雨水を地下に排出還元して下水の流量を減
し下水処理を円滑に行わせると共に都市の温暖化を抑止
することを目的としている。しかし、この透水管の場合
には土中の水位が上ると逆に水が管内に流入して来て下
水量が増え下水処理能力を越える結果となる。また集水
管の場合においても管内に多量の水が流れ込んだ場合に
は管内の水圧が上り逆流して排水管の作用を呈して目的
とは逆の結果となる。さらに貯留管については合流式下
水道の場合大量の降雨による雨水が下水路に流れ込むと
きの対策として、一時貯留管に貯留し雨が止みポンプ排
水を行うことによって大量の雨水を処理しているが、貯
留管に要求される好ましい条件としては貯留された雨水
が地下に自然に流出することにある。これはポンプの排
水負荷が軽減されるためであるが、しかし、貯留管の周
囲に水が存在する場合はその水圧によって水が貯留管内
に逆流することは好ましくない。即ち貯留管内の水は外
に出るが中に入ることができない構造であることが好ま
しい。
2. Description of the Related Art Conventionally, there is a water permeable pipe or a water collection pipe for treating water contained in soil. The purpose of the permeable pipe is to reduce the flow rate of sewage by discharging a large amount of rainwater flowing into the sewer pipe to the ground to reduce the flow rate of the sewage and to prevent the global warming of the city. However, in the case of this permeable pipe, when the water level in the soil rises, on the contrary, water flows into the pipe, increasing the amount of sewage and exceeding the sewage treatment capacity. Also, in the case of a water collecting pipe, when a large amount of water flows into the pipe, the water pressure in the pipe rises and flows backward, which acts as a drainage pipe, which is the opposite of the purpose. As for the storage pipe, in the case of a combined sewer system, as a countermeasure when rainwater due to a large amount of rainfall flows into the sewer, a large amount of rainwater is stored by temporarily storing it in the storage pipe and stopping the pump drainage. A preferable condition required for the storage pipe is that the stored rainwater naturally flows underground. This is because the drainage load of the pump is reduced, but when water exists around the storage pipe, it is not preferable that the water pressure causes the water to flow back into the storage pipe. That is, it is preferable that the water in the storage pipe is a structure that can go out but not inside.

【発明が解決しようとする課題】本発明は、このような
従来の排水管や集水管、さらには貯留管の欠点を解決す
るために開発されたものである。
The present invention was developed in order to solve the drawbacks of the conventional drainage pipes, water collection pipes, and storage pipes.

【課題を解決するための手段】本発明のコンクリート管
は、コンクリート管の壁体に多数の透孔を設け、この透
孔に逆流防止弁を嵌入埋設するものであって、一方から
の水のみを通過させることのできるコンクリート管を提
供するものである。
In the concrete pipe of the present invention, a large number of through holes are provided in the wall of the concrete pipe, and a check valve is embedded in the through holes. It provides a concrete pipe that can pass through.

【作用】本発明の逆流防止弁を壁体に多数嵌入埋設した
コンクリート管は、排水管として使用した場合には一方
向に作用するため管内の水圧および管周囲の水圧と関係
なく排水管の作用をなし、また集水管として使用した場
合にも同様に一方向に作用するため管内外の水圧に関係
なく集水管の作用を行い、貯留管として用いた場合には
貯留管内の水は逆流防止弁の配置によって前記排水管と
同様に外側に排水することができるが、外周面の水は浸
入することができない理想的な作用をする。またこのコ
ンクリート管を用いた合流式の下水路の場合は、汚水お
よび雨水が同一の暗渠に流れるように設計されている。
この合流式の暗渠では降雨時に雨水と汚水が流れ、晴天
時には汚水のみが流れる。この暗渠に降雨時に地下に浸
透した水を集水し処理場又は貯留管に流下させることに
よって浸水を防止するもので暗渠として理想的な構成と
なる。本発明のコンクリート管に用いる逆流防止用の弁
はコンクリート管の壁体に埋込まれて地中の腐食し易い
状況で使用されるため耐食性の良好な材質、例えば塩化
ビニール樹脂、ポリエステル樹脂等が好ましい。また対
象とするコンクリート管は単なる円筒形のものに限るこ
となく、図4および図5に示すように一般に暗渠として
使用しているボックスカルバートやシールドセグメント
による大径管であることも勿論である。そして、図示に
あってはコンクリート管体の全周面に対して逆流防止弁
の埋設された透孔を設けているが、管自体を埋設して使
用するため汚泥の沈澱や水位等を考慮に入れて埋設する
管体の上方半分程度まで、即ち埋設する管体の長手方向
に対して上方半分程度の位置までに設けることも考えら
れる。また本発明はコンクリート管について説明するが
陶製管であっても同様の作用効果を奏する。
The concrete pipe in which a large number of check valves according to the present invention are embedded and embedded in the wall body works in one direction when used as a drain pipe, and therefore acts on the drain pipe regardless of the water pressure inside the pipe and the water pressure around the pipe. Also, when used as a water collection pipe, it also acts in one direction, so it acts as a water collection pipe regardless of the water pressure inside and outside the pipe, and when it is used as a storage pipe, the water in the storage pipe is a check valve. With this arrangement, the water can be drained to the outside similarly to the drain pipe, but the water on the outer peripheral surface has an ideal effect that it cannot enter. In the case of a confluent sewer using this concrete pipe, sewage and rainwater are designed to flow into the same underdrain.
In this confluence type underdrain, rainwater and sewage flow when it rains, and only sewage flows when it is fine. The underdrain prevents water from infiltrating by collecting the water that has permeated underground when it rains and flowing it down to a treatment plant or a storage pipe, which is an ideal structure for the underdrain. Since the valve for preventing backflow used in the concrete pipe of the present invention is embedded in the wall of the concrete pipe and used in a situation where it is easily corroded in the ground, a material having good corrosion resistance, for example, vinyl chloride resin, polyester resin, etc. preferable. Further, the concrete pipe to be used is not limited to a simple cylindrical pipe, and it is needless to say that it is a large diameter pipe such as a box culvert or a shield segment which is generally used as an underdrain as shown in FIGS. 4 and 5. In the figure, a through hole in which a check valve is embedded is provided on the entire peripheral surface of the concrete pipe, but since the pipe itself is used by embedding it, sludge settling, water level, etc. must be considered. It is also conceivable that the pipe is installed up to about the upper half of the embedded pipe, that is, up to about the upper half of the embedded pipe in the longitudinal direction. Further, although the present invention describes a concrete pipe, a similar effect can be obtained even if it is a ceramic pipe.

【実施例】添付図面により本発明のコンクリート管を説
明すると、図1は本発明のコンクリート管(1−A)の
側面図を示すもので、図2は同断面図を示す。この図示
されるコンクリート管(1−A)は管壁(1)に多数の
透孔(2)を設け、この透孔(2)に逆流防止弁Aを嵌
入埋設してなるものである。図3は図2のX部分の詳細
図を示すものであるがこの逆流防止弁については図6、
図7を詳記する。図4はボックスカルバート(1−B)
の斜視図であり、図5はシールドセグメント(1−C)
による大径管の斜視図であって、共に図1のコンクリー
ト管同様に管壁に多数の透孔(2)を設け、この透孔
(2)に逆流防止弁Aを嵌入埋設してなるものである。
図6および図7はコンクリート管壁(1)に設けた透孔
(2)に逆流防止弁Aを嵌入埋設した断面図であって、
図6はA−1形の防止弁、図7はA−2形の逆流防止弁
の構造を示している。図6において管壁(1)の透孔
(2)に埋設されている逆流防止弁A−1は外筒(1
0)の上端内側に係止用の突起部(12)を設けると共
に外筒(10)内に球体(11)を上下に移動可能なよ
うに浮遊させるものである。また図7に示す逆流防止弁
A−2は外筒(10)内にゴム袋製のエアーバネ(2
0)を内蔵させこの上に球体(11)を外筒内上縁の突
起(12)に当接するように配置させるものである。こ
の逆流防止弁Aの作用について説明すると、この弁Aの
底面キャップ(13)が取はずし自在に設けられこれに
は窓孔が設けてあり水の通過口とする。そしてこの窓孔
にはフィルター(15)が装着されている。図8は弁A
の底面図であってフィルターの構成が明瞭になされてい
る。したがって図9を参照して管内の水圧が高い場合に
は球体(11)は常に外筒(10)の上端の突出部(1
2)に当接密着していて管内の水は管の外には排出して
いない。しかし大雨などによる場合は管A外周の水位が
上り圧力が高くなると球体(11)は水圧によって球体
(12)が下り外方から水が浸入して来て集水管のよう
な使用となる。したがって、この逆流防止弁Aを図示と
は逆向きに使用した場合には逆流防止弁Aの作用は管内
の水圧が高くなり管内から外周に排出されて排水管的な
作用をするものである。またこの逆流防止弁(A−
1),(A−2)は共に底部にフィルター(15)を設
けてあるから汚泥物の進入や排出がない。図中の符号
(17)は筒体(10)の側面に設けたリブであって弁
Aの抜け出しを防止する。また、本発明によるコンクリ
ート管を貯留管に採用しても大量の降雨により雨水が下
水路に流れ込むのを阻止することが出来る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The concrete pipe of the present invention will be described with reference to the accompanying drawings. FIG. 1 is a side view of the concrete pipe (1-A) of the present invention, and FIG. 2 is a sectional view of the same. The concrete pipe (1-A) shown in the figure has a large number of through holes (2) formed in the pipe wall (1), and a check valve A is embedded in the through holes (2). FIG. 3 shows a detailed view of the portion X of FIG. 2, but this check valve is shown in FIG.
FIG. 7 will be described in detail. Figure 4 is a box culvert (1-B)
FIG. 5 is a perspective view of the shield segment (1-C).
2 is a perspective view of a large-diameter pipe according to FIG. 1, both of which are provided with a large number of through holes (2) in the pipe wall similarly to the concrete pipe of FIG. 1, and a check valve A is embedded in the through holes (2). Is.
6 and 7 are cross-sectional views in which the check valve A is embedded and embedded in the through hole (2) provided in the concrete pipe wall (1),
FIG. 6 shows the structure of an A-1 type check valve, and FIG. 7 shows the structure of an A-2 type check valve. In FIG. 6, the check valve A-1 embedded in the through hole (2) of the pipe wall (1) is the outer cylinder (1
The protrusion (12) for locking is provided inside the upper end of (0) and the sphere (11) is suspended in the outer cylinder (10) so as to be vertically movable. The check valve A-2 shown in FIG. 7 has an air spring (2) made of a rubber bag inside the outer cylinder (10).
0) is built in, and the sphere (11) is arranged on this so as to abut the projection (12) at the upper edge of the outer cylinder. The operation of the check valve A will be described. The bottom cap (13) of the valve A is detachably provided with a window hole for water passage. A filter (15) is attached to this window hole. Fig. 8 shows valve A
It is a bottom view of the filter and the structure of the filter is clear. Therefore, referring to FIG. 9, when the water pressure in the pipe is high, the sphere (11) always has the protrusion (1) at the upper end of the outer cylinder (10).
It is in close contact with 2) and the water in the pipe is not discharged outside the pipe. However, in the case of heavy rain or the like, when the water level on the outer circumference of the pipe A rises and the pressure rises, the spherical body (11) descends due to the water pressure and the water enters from the outside to be used as a water collecting pipe. Therefore, when the check valve A is used in the direction opposite to that shown in the drawing, the check valve A acts as a drain pipe because the water pressure in the pipe increases and the water is discharged from the pipe to the outer circumference. Also, this check valve (A-
Since 1) and (A-2) both have a filter (15) at the bottom, they do not enter or discharge sludge. Reference numeral (17) in the drawing is a rib provided on the side surface of the cylindrical body (10) to prevent the valve A from coming off. Even if the concrete pipe according to the present invention is used as the storage pipe, it is possible to prevent rainwater from flowing into the sewer due to a large amount of rainfall.

【考案の効果】本発明のコンクリート管は逆流防止弁A
の埋設の方向によって排水管や集水管として使用できる
ものであって、貯留管として使用した場合には下水処理
設備の負担を軽減できると共に雨水等を地下に還元でき
るという効果を奏するものである。
The concrete pipe of the present invention is a check valve A
It can be used as a drainage pipe or a water collection pipe depending on the direction of burial, and when it is used as a storage pipe, it has the effect of reducing the burden on the sewage treatment facility and being able to return rainwater to the underground.

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

【図1】 本発明のコンクリート管(1−A)の側面図FIG. 1 is a side view of a concrete pipe (1-A) of the present invention.

【図2】 コンクリート管(1−A)の断面図FIG. 2 is a sectional view of the concrete pipe (1-A).

【図3】 図2X部分の拡大詳細図FIG. 3 is an enlarged detailed view of a portion of FIG. 2X.

【図4】 ボックスカルバート(1−B)の斜視図FIG. 4 is a perspective view of a box culvert (1-B).

【図5】 セグメントによる大径管の斜視図FIG. 5 is a perspective view of a large-diameter pipe with segments.

【図6】 逆流防止弁A−1の断面図FIG. 6 is a sectional view of the check valve A-1.

【図7】 逆流防止弁A−2の断面図FIG. 7 is a cross-sectional view of the check valve A-2.

【図8】 逆流防止弁の底面図FIG. 8 is a bottom view of the check valve.

【図9】 作用を示す実施例図[Fig. 9] Fig. 9 is an embodiment diagram showing the action.

【符号の説明】[Explanation of symbols]

(1−A)…コンクリート管 (1−B)…ボックスカルバート (1−C)…セグメントによる大径管 (1)…管壁 (2)…透孔 A……逆流防止弁 (10)…筒体 (11)…球体 (12)…係止部 (13)…キャップ (15)…フィルター (20)…エアーバネ (1-A) ... Concrete pipe (1-B) ... Box culvert (1-C) ... Large diameter pipe by segment (1) ... Pipe wall (2) ... Penetration hole A ... Backflow check valve (10) ... Cylinder Body (11) ... Sphere (12) ... Locking part (13) ... Cap (15) ... Filter (20) ... Air spring

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成5年11月18日[Submission date] November 18, 1993

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】発明の名称[Name of item to be amended] Title of invention

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

【発明の名称】 逆流防止弁つきの孔を設けたコン
クリート管
Title: Concrete pipe provided with a hole with check valve

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】コンクリート管壁体に多数の透孔を設け、
該透孔に逆流防止弁を埋設したことを特徴とした雨水貯
留管。
1. A concrete pipe wall is provided with a large number of through holes,
A rainwater storage pipe having a check valve embedded in the through hole.
【請求項2】コンクリート管壁体に多数の透孔を設け、
該透孔に逆流防止弁を埋設したことを特徴とした排水
管。
2. A concrete pipe wall is provided with a large number of through holes,
A drainage pipe having a check valve embedded in the through hole.
【請求項3】コンクリート管壁体に多数の透孔を設け、
該透孔に逆流防止弁を埋設したことを特徴とした集水
管。
3. A concrete pipe wall is provided with a large number of through holes,
A water collecting pipe having a check valve embedded in the through hole.
JP4279112A 1992-09-04 1992-09-04 Concrete pipe with through hole with check valve Expired - Lifetime JP2673137B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4279112A JP2673137B2 (en) 1992-09-04 1992-09-04 Concrete pipe with through hole with check valve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4279112A JP2673137B2 (en) 1992-09-04 1992-09-04 Concrete pipe with through hole with check valve

Publications (2)

Publication Number Publication Date
JPH06174151A true JPH06174151A (en) 1994-06-24
JP2673137B2 JP2673137B2 (en) 1997-11-05

Family

ID=17606589

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4279112A Expired - Lifetime JP2673137B2 (en) 1992-09-04 1992-09-04 Concrete pipe with through hole with check valve

Country Status (1)

Country Link
JP (1) JP2673137B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006124966A (en) * 2004-10-27 2006-05-18 Tokyo Metropolitan Sewerage Service Corp Buried substance surfacing prevention structure
KR101159096B1 (en) * 2011-08-22 2012-06-25 (주)하경엔지니어링 Hydraulic structure with counterflow prevention cap in drainage hole

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101440155B1 (en) * 2007-11-30 2014-09-17 코웨이 주식회사 R/o type purifier including in reverse flow preventing function

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50139333A (en) * 1974-04-23 1975-11-07
JPS60111039A (en) * 1983-11-21 1985-06-17 Nippon Denso Co Ltd Controller of internal-combustion engine
JPS6335066U (en) * 1986-08-23 1988-03-07

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50139333A (en) * 1974-04-23 1975-11-07
JPS60111039A (en) * 1983-11-21 1985-06-17 Nippon Denso Co Ltd Controller of internal-combustion engine
JPS6335066U (en) * 1986-08-23 1988-03-07

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006124966A (en) * 2004-10-27 2006-05-18 Tokyo Metropolitan Sewerage Service Corp Buried substance surfacing prevention structure
JP4603852B2 (en) * 2004-10-27 2010-12-22 東京都下水道サービス株式会社 Structure to prevent floating of buried objects
KR101159096B1 (en) * 2011-08-22 2012-06-25 (주)하경엔지니어링 Hydraulic structure with counterflow prevention cap in drainage hole

Also Published As

Publication number Publication date
JP2673137B2 (en) 1997-11-05

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