JPS59228537A - Method and apparatus for regulation of flow rate in manhole - Google Patents
Method and apparatus for regulation of flow rate in manholeInfo
- Publication number
- JPS59228537A JPS59228537A JP58101600A JP10160083A JPS59228537A JP S59228537 A JPS59228537 A JP S59228537A JP 58101600 A JP58101600 A JP 58101600A JP 10160083 A JP10160083 A JP 10160083A JP S59228537 A JPS59228537 A JP S59228537A
- Authority
- JP
- Japan
- Prior art keywords
- manhole
- pipe
- partition plate
- flow rate
- orifice
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Sewage (AREA)
Abstract
Description
【発明の詳細な説明】
本願発明は一対の流入管及び流出管を夫々側壁に取付け
たマンホールに於いて、流入管よりマンホール内に流入
された水量を調節して流出管に常に定量の水を流水する
ことを可能とし1こ全く新規なマンホールに於ける流量
調節方法及びその装置に係り、更に詳しくは流入管及び
流出管を夫々躯体ブロック又は直壁管に設けかつ内底部
にインバートを設けてなるマンホールに於いて、所定の
流量を常時通過せしめることが出来るオリフィスを(3
)
下部に持つ1こ仕切板をマンホール内に取付けろことに
よって流量を調節することを可能とし1こマンホールに
於ける流量調節方法及びその装置に関するものである。Detailed Description of the Invention The present invention provides a manhole in which a pair of inflow pipes and an outflow pipe are attached to the side walls, respectively, by adjusting the amount of water flowing into the manhole from the inflow pipe so that a fixed amount of water is always supplied to the outflow pipe. This invention relates to a completely new method and device for regulating the flow rate in a manhole that allows water to flow, and more specifically, the inflow pipe and the outflow pipe are provided in a frame block or a straight wall pipe, respectively, and an invert is provided in the inner bottom. In a manhole, an orifice (3
) This invention relates to a flow rate adjustment method and device for a single manhole, which makes it possible to adjust the flow rate by installing a single partition plate at the bottom inside the manhole.
特に本発明は下部に流水用のオリフィス(流水穴)を持
った仕切板をマンホールぴ)インバートの流出側に起立
して設けることによって、流入管から流入され1こ水の
量を調節し、常時定量の流、水量を確保′fると共に、
急激に水量が増えた場合には上流側の流入管に増量し1
こ水を管内貯留することが出来、史に流入管及びこれに
連続″tろ上流側管を浸透管とすると共に前記マンホー
ル内の仕切板の高さを上流側管の管頂より高(した場合
には該浸透管の周りに予め設けられ1こ砕石エレメント
層に浸透管の浸透孔より流出した水が徐々に浸透され、
(4)
これに多量の貯水をすることが出来る特徴を有するもの
である。In particular, the present invention provides a partition plate with an orifice (water hole) for flowing water at the bottom upright on the outflow side of the manhole invert, thereby adjusting the amount of water flowing in from the inflow pipe and constantly As well as ensuring a constant flow and amount of water,
If the amount of water increases suddenly, increase the amount to the upstream inflow pipe and add 1
This water can be stored in the pipe, and the inflow pipe and the continuous upstream pipe are used as the infiltration pipe, and the height of the partition plate in the manhole is set higher than the top of the upstream pipe. In some cases, the water flowing out from the permeation hole of the permeation pipe is gradually infiltrated into the crushed stone element layer provided in advance around the permeation pipe,
(4) It has the feature of being able to store a large amount of water.
図により本発明に係る装置の一実施例を具体的に述べか
つこの装置によって流量調節方法を説明すると、1はマ
ンホール本体であって、底版2、躯体ブロック6、直壁
管4、斜壁管5、蓋受枠6、蓋7等より構成され、躯体
ブロック乙には上流側管の流入管8及び下流側管の流出
管9が夫々取付けられ、又マンホール本体1の底部に設
けられ1こインバート10の流出管9寄りには下部に流
水用のオリフィス11を持つTこ仕切板12が起立設置
されている。又この仕切板12は図に示す如(、流入管
8の管頂より高い高さを持って構成され、かつこの仕切
板12の流入管8側に沿っては所定の間隔を保ってスク
リーン13が堰付けられてい(5)
る。An embodiment of the device according to the present invention will be specifically described with reference to the drawings, and a flow rate adjustment method using this device will be explained. 1 is a manhole body, a bottom plate 2, a frame block 6, a straight wall pipe 4, and an inclined wall pipe. 5. It is composed of a lid receiving frame 6, a lid 7, etc., and an inflow pipe 8 of the upstream side pipe and an outflow pipe 9 of the downstream side pipe are respectively attached to the frame block B, and one invert pipe is installed at the bottom of the manhole body 1. A T-shaped partition plate 12 having an orifice 11 for flowing water at the lower part is installed upright near the outflow pipe 9 of 10. As shown in the figure, this partition plate 12 is configured to have a height higher than the top of the inflow pipe 8, and along the inflow pipe 8 side of this partition plate 12, screens 13 are arranged at a predetermined interval. is dammed (5).
本発明に係る装置は上述の如(、マンホール本体1の底
部のインバート10にオリフィス11を持つ1こ仕切板
12を起立して構成したので、マンホール本体1内に流
入管8より流入された水を一担この仕切板12によって
塞き止め、仕切板12の下部のオリフィス11より定量
の水を流水せしめることが出来、降雨的によって急激に
水量が増えた場合には上流側の流入管8及びこれに連続
し1こ上流側管(図示せず)にこれ等の増量した水を自
動的に管内貯留することが出来る。The device according to the present invention is constructed as described above (as described above), since the one partition plate 12 having the orifice 11 is erected on the invert 10 at the bottom of the manhole body 1, the water flowing into the manhole body 1 from the inflow pipe 8 This partition plate 12 is responsible for blocking the water, allowing a certain amount of water to flow from the orifice 11 at the bottom of the partition plate 12, and when the amount of water increases suddenly due to rainfall, the upstream inflow pipe 8 and Continuing from this, the increased amount of water can be automatically stored in one upstream pipe (not shown).
又本願装置に於いては仕切板12がマンホール本体1に
於ける流出管9側に設置されかつ仕切板12の側面には
所定の間隙を保ってスクリーン16が取付けられている
ので、流水中に含まれる異物を(6)
保護し、異物によるオリフィス11の閉塞を防止すると
共に異物を簡単に取除(ことが出来、マンホール内のメ
ンテナンスが極めて容易である等の特徴を有している。In addition, in the device of the present invention, the partition plate 12 is installed on the outflow pipe 9 side of the manhole body 1, and the screen 16 is attached to the side of the partition plate 12 with a predetermined gap maintained, so that there is no water in the flowing water. (6) It protects the foreign matter contained in the manhole, prevents the orifice 11 from being blocked by the foreign matter, and allows the foreign matter to be easily removed, making maintenance inside the manhole extremely easy.
上記実施例に於いて、仕切板12の側面に沿ってスクリ
ーン16を取付けるに当っては第4図(イ)。In the above embodiment, the screen 16 is attached along the side surface of the partition plate 12 as shown in FIG. 4(A).
+13+等に示す如(、種々の構成のものが考えられる
が、一般的にはスフリーフ160面積な出来るだけ太き
(することと及び仕切板12とスクリーン16との間に
所定の隙間を形成″f′ることか可能である。更に上記
実施例に於いて、例えば第5図に示す如(、マンホール
本体1の上流側の流入管8及びこれに連続する上流側管
(図示せず)を浸透孔14を有する浸透管にてろと共に
この流入管8及び上流側管の周りに砕石フィルターエレ
メント(7)
15を構成し、かつ仕切板12の高さを前記エレメント
15の高さとはy等しクシ1こ場合には大量の流水をこ
のエレメント15に貯水することが出来、従って流水量
が少なくなつ1こ場合にはこれ等のエレメント15の貯
蔵された水を順次流入管8等に逆流させて流出管9に常
に定量の水を供給することが出来る。Although various configurations can be considered as shown in +13+, in general, the surface area of the fleece 160 is as thick as possible, and a predetermined gap is formed between the partition plate 12 and the screen 16. Further, in the above embodiment, for example, as shown in FIG. A crushed stone filter element (7) 15 is constructed around the inflow pipe 8 and the upstream pipe along with the permeation pipe having the permeation hole 14, and the height of the partition plate 12 is equal to the height of the element 15 by y. Comb 1 In this case, a large amount of flowing water can be stored in these elements 15, and therefore the amount of flowing water is reduced. A fixed amount of water can always be supplied to the outflow pipe 9.
本発明に係る方法及び装置は上述の構成よりなるので、
本発明を実施することによってマンホール本体に流入し
1こ水を下流側の流出管に常に定量ずつ供給することが
出来、かつ流水に含まれる異物によるオリフィスの閉塞
を防止すると共にスクリーンに付着した異物を簡単に除
去してマンホール内のメンテナンスな極めて容易にする
ことが出来、又降雨時等の多量の流水がある場合にはこ
れを上(8)
流側管に自動的に貯水jることか出来、史に上流側管を
浸透管とすると共にその周りに砕石フィルターエレメン
ト等よりなる浸透層を構成した場合にはこの浸透層に多
量の貯水を施すことが出来、必要に応じてこの貯水を逆
流させて使用することが出来る等の特徴を有するもので
ある。Since the method and apparatus according to the present invention have the above-mentioned configuration,
By carrying out the present invention, it is possible to constantly supply a fixed amount of water flowing into the manhole main body to the outlet pipe on the downstream side, and to prevent clogging of the orifice due to foreign matter contained in the flowing water, as well as foreign matter adhering to the screen. It can be easily removed to make maintenance inside the manhole extremely easy, and when there is a large amount of water flowing during rain, etc., this water can be automatically stored in the upper (8) downstream pipe. In the past, if the upstream pipe was used as a permeation pipe and a permeation layer made of crushed stone filter elements was constructed around it, a large amount of water could be stored in this permeation layer, and this water storage could be used as needed. It has features such as being able to be used with reverse flow.
第1図乃至第6図は本願装置の説明図、第4図及び第5
図は夫々本願装置の具体例或は他側の説明図である。
1はマンホール本体、 6は躯体ブロック、5は斜壁管
、 8は流入管、 9は流出管、1゜はインバート、
11はオリフィス、 12は仕切板、 16はスク
リーン、 14は浸透孔、15はエレメントである。
(9)
第1図
7
第2図
(A) (B)Figures 1 to 6 are explanatory diagrams of the device of the present application, and Figures 4 and 5 are
Each figure is an explanatory diagram of a specific example or the other side of the device of the present invention. 1 is the manhole body, 6 is the frame block, 5 is the inclined wall pipe, 8 is the inflow pipe, 9 is the outflow pipe, 1° is the invert,
11 is an orifice, 12 is a partition plate, 16 is a screen, 14 is a penetration hole, and 15 is an element. (9) Figure 1 7 Figure 2 (A) (B)
Claims (5)
に設けかつ内底部にインバートを設けてなるマンホール
に於いて、所定の流量を常時通過せしめることが出来る
オリフィスな下部に持った仕切板をマンホール内に堰付
けることによって流量を調節jることを可能としたマン
ホールに於ける流量調節方法。(1) In a manhole in which an inflow pipe and an outflow pipe are installed in a building block or a stone wall pipe, and an invert is provided in the inner bottom, a partition plate with an orifice at the bottom that allows a predetermined flow rate to pass through at all times is installed. A flow rate adjustment method in a manhole that makes it possible to adjust the flow rate by installing a dam inside the manhole.
けかつ内底部にインバートを設けてなるマンホール本体
に於いて、下部に流水用のオリフイ(1) スを有する仕切板を前記インバートに起立設置しかつ該
仕切板の上流側にスクリーンを取付けて構成したことを
特徴としたマンホールに於ける流量調節装置。(2) In a manhole body in which an inflow pipe and an outflow pipe are provided in a frame block or a straight wall pipe, and an invert is provided in the inner bottom, a partition plate having an orifice (1) for flowing water in the lower part is installed in the invert. 1. A flow rate regulating device in a manhole, characterized in that the device is installed upright in a manhole, and a screen is attached to the upstream side of the partition plate.
を特徴とする特許請求の範囲第2項記載のマンホールに
於ける流量調節装置。(3) The flow rate regulating device in a manhole according to claim 2, wherein the height of the partition plate is higher than the top of the upstream pipe.
に所定の間隙を保って取付けたことを特徴とする特許請
求の範囲第2項記載のマンホールに於ける流量調節装置
。(4) A flow rate regulating device in a manhole according to claim 2, characterized in that a screen having a large area is attached to the upstream side of the partition plate with a predetermined gap maintained therebetween.
けかつ内底部にインバートを形成してなるマンホール本
体に於いて、下部に流水用のオリフィスを穿孔してなる
仕切板をインバートに起立設(2) 置し、かつ前記流入管或はこれに連結された上流側管を
浸透孔を有する浸透管で形成し、更にこれ等の浸透管の
周りに砕石フィルターエレメント等よりなるV透層を設
けて全体を構成したことを特徴としたマンホールに於け
る流量調節装置。(5) In a manhole body that has an inflow pipe and an outflow pipe installed in a frame block or a direct pipe and an invert formed at the inner bottom, a partition plate formed by drilling an orifice for flowing water in the lower part is inverted. Upright installation (2) and the inflow pipe or the upstream pipe connected thereto is formed by a permeation pipe having permeation holes, and furthermore, a V-permeable filter made of crushed stone filter element etc. is formed around these permeation pipes. A flow rate regulating device in a manhole, characterized in that the entire structure is composed of layers.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58101600A JPS59228537A (en) | 1983-06-09 | 1983-06-09 | Method and apparatus for regulation of flow rate in manhole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58101600A JPS59228537A (en) | 1983-06-09 | 1983-06-09 | Method and apparatus for regulation of flow rate in manhole |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59228537A true JPS59228537A (en) | 1984-12-21 |
JPH0144854B2 JPH0144854B2 (en) | 1989-09-29 |
Family
ID=14304877
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58101600A Granted JPS59228537A (en) | 1983-06-09 | 1983-06-09 | Method and apparatus for regulation of flow rate in manhole |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59228537A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0715891U (en) * | 1993-08-23 | 1995-03-17 | 有限会社青山コンクリート | Road L type rainwater infiltration basin |
KR101312100B1 (en) * | 2012-05-23 | 2013-10-07 | 주식회사 건양기술공사 건축사사무소 | A screen structure for suspended solid removing of manhole |
JP2014009490A (en) * | 2012-06-29 | 2014-01-20 | Takiron Co Ltd | Rainwater storing piping structure and catch basin used for the same |
JP2017057633A (en) * | 2015-09-17 | 2017-03-23 | 積水化学工業株式会社 | Rainwater drainage storage equipment |
-
1983
- 1983-06-09 JP JP58101600A patent/JPS59228537A/en active Granted
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0715891U (en) * | 1993-08-23 | 1995-03-17 | 有限会社青山コンクリート | Road L type rainwater infiltration basin |
KR101312100B1 (en) * | 2012-05-23 | 2013-10-07 | 주식회사 건양기술공사 건축사사무소 | A screen structure for suspended solid removing of manhole |
JP2014009490A (en) * | 2012-06-29 | 2014-01-20 | Takiron Co Ltd | Rainwater storing piping structure and catch basin used for the same |
JP2017057633A (en) * | 2015-09-17 | 2017-03-23 | 積水化学工業株式会社 | Rainwater drainage storage equipment |
Also Published As
Publication number | Publication date |
---|---|
JPH0144854B2 (en) | 1989-09-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5032290A (en) | Method and system of water supply for a building construction | |
CA1242397A (en) | Waste screen | |
WO1996003553A1 (en) | Flow dividing tube for flowing rain water | |
US4107929A (en) | Rain water roof outlet or similar for a building | |
JPS59228537A (en) | Method and apparatus for regulation of flow rate in manhole | |
US3555829A (en) | Overflow discharge outlets and irrigation systems incorporating the same | |
JP2001003402A (en) | Water intake system using weir levee | |
CN205796651U (en) | The dredging tube of rectangle second pond and mud sucking-exhausting device | |
KR20060122327A (en) | Increasing equipment of water purification in storm water reservoir by vertical porous outflow facility | |
JPS58195617A (en) | Gate with siphon | |
KR101365028B1 (en) | Apparatus and method for distributing gas and liquid during backwash in filter underdrain flumes using dual separation | |
JP2500838B2 (en) | Filtration tank | |
JP2001115507A (en) | Underground water storage system | |
JP3377498B2 (en) | Floor consolidation cascade intake | |
JP2002068433A (en) | Dust scatter preventive facility | |
JP2558056B2 (en) | Filtration tank | |
JPH1136423A (en) | Flood control device | |
US4380837A (en) | Method and apparatus for controlling the flow in swimming pool gutters | |
US2094892A (en) | Fishway | |
JP2533698Y2 (en) | Simple fishway equipment | |
JPS5850211A (en) | Automatic damming, regulating and discharging device using buoyancy for diversion and intake of water | |
JPH10121555A (en) | Flow rate control type side ditch block and waterway of flow rate control type side drain | |
JP3568339B2 (en) | Floating substance intrusion prevention device | |
JPH0730533B2 (en) | Urban flood control pond | |
KR101874561B1 (en) | Linkage system for water resources |