JPH02217689A - Water stop weir for pipeline - Google Patents

Water stop weir for pipeline

Info

Publication number
JPH02217689A
JPH02217689A JP1033693A JP3369389A JPH02217689A JP H02217689 A JPH02217689 A JP H02217689A JP 1033693 A JP1033693 A JP 1033693A JP 3369389 A JP3369389 A JP 3369389A JP H02217689 A JPH02217689 A JP H02217689A
Authority
JP
Japan
Prior art keywords
cylindrical part
water
weir
pipe
water stop
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
Application number
JP1033693A
Other languages
Japanese (ja)
Inventor
Tomonobu Matsuo
松尾 知信
Kuniharu Kawamoto
川本 邦治
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.)
Furukawa Electric Co Ltd
Original Assignee
Furukawa Electric 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 Furukawa Electric Co Ltd filed Critical Furukawa Electric Co Ltd
Priority to JP1033693A priority Critical patent/JPH02217689A/en
Publication of JPH02217689A publication Critical patent/JPH02217689A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pipe Accessories (AREA)
  • Barrages (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔発明の詳細な説明〕 本発明は、管路を流れる水を一時的に堰き止めるのに使
用する管路用止水堰に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Detailed Description of the Invention] The present invention relates to a water stop weir for pipes used to temporarily stop water flowing through the pipes.

〔従来技術〕[Prior art]

最近、下水等が流れる管路に通信用の光フアイバケーブ
ルを布設することが検討されている。この場合、ケーブ
ルの接続作業は、管路の途中にあるマンホール内で行う
ことになるが、マンホール内でケーブルの接続作業等を
行う場合には、管路を流れる水がマンホール内に流れ込
まないように堰き止める必要がある。
Recently, consideration has been given to installing optical fiber cables for communication in pipelines through which sewage and the like flow. In this case, the cable connection work will be done inside the manhole located in the middle of the pipe, but when connecting the cable inside the manhole, make sure that the water flowing through the pipe does not flow into the manhole. It is necessary to dam up the

従来、管路を流れる水を堰き止める場合には、図−3に
示すように、マンホールlの両側のtls2内にそれぞ
れ土嚢3を積み上げて水4を堰き止め、上流側の水4を
ポンプ5で吸い上げ、ホース6により下流側へ流すよう
にしている。マンホール1内の水は図示してないが別な
ポンプで排出する。
Conventionally, when water flowing through a pipe is dammed up, sandbags 3 are piled up inside the tls2 on both sides of the manhole l to dam the water 4, and the water 4 on the upstream side is pumped through the pump 5, as shown in Figure 3. The water is sucked up by the pump, and then sent to the downstream side by a hose 6. Although not shown, the water in the manhole 1 is discharged by a separate pump.

以上のようにしてマンホール内に一時的に水が入らない
状態をつくり、その中で作業が行えるようにする。
As described above, a condition is created in which water does not enter the manhole temporarily, and work can be carried out inside the manhole.

〔課題〕〔assignment〕

管路内の水を一時的に堰き止めるためには、多量の土嚢
を必要とし、これらの土嚢をマンホール内に搬入したり
、作業終了後マンホールから搬出したりすることは、重
労働を伴い、作業時間も長くなる欠点がある。
In order to temporarily dam water in the pipe, a large number of sandbags are required, and carrying these sandbags into the manhole and removing them from the manhole after work is labor-intensive and time consuming. The disadvantage is that it takes a long time.

〔課題の解決手段とその作用〕[Means for solving problems and their effects]

上記のような課題を解決するため本発明は、エアーバン
ク方式の管路用止水堰を提供するもので、その構成は、
外部筒状部と、その内部にそれと同方向に設けられた内
部筒状部と、上記外部筒状部の端部と内部筒状部の端部
との間を密閉する両端の端面部とからなり、内部に空気
を入れて膨らませると外部筒状部が管路内面に密接する
大きさに膨らむようになっていることを特徴とする。
In order to solve the above-mentioned problems, the present invention provides an air bank type water stop weir for pipes, and its configuration is as follows:
An external cylindrical part, an internal cylindrical part provided inside the external cylindrical part in the same direction as the external cylindrical part, and end face parts at both ends that seal between the end of the external cylindrical part and the end of the internal cylindrical part. It is characterized in that when air is introduced inside and inflated, the external cylindrical part expands to a size that comes into close contact with the inner surface of the pipe.

この管路用止水堰は、管路内に設置した後、空気を送り
込んで外部筒状部が管路内面に密接するまで膨らませて
、堰とするものである。内部筒状部は、堰き止められて
上流側に溜まった水をホース等を使って下流側へ水を送
るための通水路となる。この管路用止水堰は空気を入れ
ない状態では体積が小さくなり、また土嚢などに比べ軽
量であるため、マンホールへの搬入、マンホールからの
搬出が極めて容易である。
This cut-off weir for pipes is installed in a pipe and then inflated by blowing air until the external cylindrical part comes into close contact with the inner surface of the pipe to form a weir. The internal cylindrical portion serves as a water passageway through which water that has been dammed and accumulated on the upstream side is sent to the downstream side using a hose or the like. This cutoff weir for pipes has a small volume when no air is introduced, and is lighter than sandbags, etc., so it is extremely easy to carry it into and out of the manhole.

〔実施例〕〔Example〕

以下、本発明の実施例を図面を参照して詳細に説明する
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

図−Hall+1は本発明の一実施例を示すもので、こ
の管路用止水堰11は、外部筒状部12と、その内部に
それと同方向に設けられた内部筒状部13と、上記外部
筒状部12の端部と内部筒状部13の端部との間を密閉
する両端の端面部14a・14bとからなるエアーバッ
クの形態であり、各部は通気性のないゴム引き織布など
で構成されている。一方の端間部14aにはバルブ付き
空気出し入れ口15が取り付けられており、他方の端面
部14b側には、この止水堰11を引留める際に使用す
る留め環16が取り付けられている。また外部筒状部1
2は、その外周面に発泡ゴムまたは発泡プラスチック等
からなるシール帯17を一体に有している。この管路用
止水堰11は、内部に空気を入れて膨らませると外部筒
状部12が管路内面に密接する大きさに膨らむようにな
っている。
Figure-Hall+1 shows one embodiment of the present invention, and this water cut-off weir 11 for pipes includes an external cylindrical part 12, an internal cylindrical part 13 provided inside it in the same direction, and the above-mentioned It is in the form of an air bag consisting of end face parts 14a and 14b at both ends that seal between the end of the outer cylindrical part 12 and the end of the inner cylindrical part 13, and each part is made of non-breathable rubberized woven fabric. It consists of etc. An air inlet/outlet port 15 with a valve is attached to one end portion 14a, and a retaining ring 16 used for retaining the water stop weir 11 is attached to the other end surface portion 14b. Also, the external cylindrical part 1
2 integrally has a sealing band 17 made of foamed rubber, foamed plastic, etc. on its outer peripheral surface. When the pipe water cutoff weir 11 is inflated by introducing air into the interior, the external cylindrical portion 12 expands to a size that brings it into close contact with the inner surface of the pipe.

次にこの管路用止水堰11の使用方法を図−2を参照し
て説明する。
Next, how to use this water stop weir 11 for pipes will be explained with reference to FIG.

この管路用止水堰11は空気を抜いた状態でマンホール
l内に搬入され、マンホール1の両側の管路2内に設置
される。その状態で内部に図示しないエアーポンプによ
り空気を圧入すると、全体が膨らんで外部筒状部12が
管路2の内面に密接するようになり、止水堰となる。各
管路用止水堰11の内部筒状部13には予め剛性を有す
るパイプ18を挿入しておき、そのパイプ18間をホー
ス19で連結しておけば、上流側に溜まった水は、パイ
プ18−ホースI9−バイブ18を通して下流側に放流
することができる。このように内部筒状部13は水の通
路となる部分であるから、それ自体を剛性のあるパイプ
で作ってお(こともできる。
This water stop weir 11 for pipes is carried into the manhole 1 with the air removed, and is installed in the pipes 2 on both sides of the manhole 1. In this state, when air is pressurized into the interior using an air pump (not shown), the entire tube expands and the outer cylindrical portion 12 comes into close contact with the inner surface of the pipe line 2, forming a water stop weir. If a rigid pipe 18 is inserted in advance into the internal cylindrical part 13 of each water stop weir 11 and the pipes 18 are connected with a hose 19, water accumulated on the upstream side can be removed. It can be discharged downstream through the pipe 18-hose I9-vibrator 18. Since the internal cylindrical portion 13 serves as a passage for water, it can also be made of a rigid pipe.

マンホールl内の水は図示しないポンプにより排出すれ
ばよい。このときの排水管は下流側の止水堰11の上部
と管路2の内面との間に通せばよい。
The water in the manhole 1 may be discharged by a pump (not shown). At this time, the drain pipe may be passed between the upper part of the cut-off weir 11 on the downstream side and the inner surface of the conduit 2.

管路用止水堰11が水圧で移動するおそれのある場合は
、管路2内に重し20を設置し、ワイヤー21により止
水堰11を係留しておくとよい。
If there is a possibility that the water stop weir 11 for pipes may move due to water pressure, it is preferable to install a weight 20 in the pipe line 2 and moor the water cutoff weir 11 with a wire 21.

上記実施例では内部筒状部13が外部筒状部12の中心
に設けられているため、上流側に溜まる水4の深さは管
路2の内径のほぼ半分程度となるが、この水の深さを、
それより浅く (または深く)する必要のあるときは、
内部筒状部を外部筒状部の中心から外れた位置(@心し
た位置)に設けるとよい。このようにすれば、止水堰1
1を回転させることにより内部筒状部13の高さを調整
することができ、従って上流側に溜まる水の深さを調整
できることになる。
In the above embodiment, since the inner cylindrical part 13 is provided at the center of the outer cylindrical part 12, the depth of the water 4 that accumulates on the upstream side is approximately half the inner diameter of the pipe line 2. depth,
If you need to make it shallower (or deeper) than that,
It is preferable to provide the inner cylindrical portion at a position offset from the center of the outer cylindrical portion. In this way, the stop weir 1
By rotating 1, the height of the internal cylindrical portion 13 can be adjusted, and therefore the depth of water that accumulates on the upstream side can be adjusted.

〔発明の効果〕〔Effect of the invention〕

以上説明したように本発明に係る管路用止水堰は、管路
内に設置して空気を送り込んで膨らませるだけで止水堰
を形成できるので、きわめて容易に、軽い労力で管路内
に止水堰をつくることができる。またこの管路用止水堰
は、内部筒状部を有しているため、これを通水路として
上流側に溜まった水を下流側の管路に放流することがで
き、堰き止め時間の制約を受けない利点がある。
As explained above, the water stop weir for pipes according to the present invention can form a water stop weir simply by installing it inside the pipe and inflating it by pumping air. A stop weir can be constructed. In addition, this water stop weir for pipes has an internal cylindrical part, which can be used as a passageway to discharge water accumulated on the upstream side to the downstream pipe, which limits the damming time. This has the advantage of not being subject to

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

図−1fat Fblは本発明の一実施例に係る管路用
止水堰の上半部切開正面図および一部切開側面、図2は
同止水堰を用いた管路内の止水方法を示す説明図、図−
3は従来の管路内の止水方法を示す説明図である。 1:マンホール、2:管路、4:水、11:管路用止水
堰、12:外部筒状部、13;内部筒状部、14a・1
4b:端面部、15:バルブ付き空気出し入れ口。 図−2
Figure 1 fat Fbl is a cutaway front view and partially cut side view of the upper half of a water stop weir for pipes according to an embodiment of the present invention, and Figure 2 shows a method for stopping water in a pipe using the same water cut weir. Explanatory drawings and diagrams shown.
3 is an explanatory diagram showing a conventional method for stopping water in a pipe. 1: Manhole, 2: Pipe line, 4: Water, 11: Water stop weir for pipe line, 12: External cylindrical part, 13; Internal cylindrical part, 14a.1
4b: End face part, 15: Air inlet/outlet with valve. Figure-2

Claims (1)

【特許請求の範囲】[Claims] 1、外部筒状部と、その内部にそれと同方向に設けられ
た内部筒状部と、上記外部筒状部の端部と内部筒状部の
端部との間を密閉する両端の端面部とからなり、内部に
空気を入れて膨らませると外部筒状部が管路内面に密接
する大きさに膨らむようになっていることを特徴とする
管路用止水堰。
1. An external cylindrical part, an internal cylindrical part provided inside the external cylindrical part in the same direction as the external cylindrical part, and end face parts at both ends that seal between the end of the external cylindrical part and the end of the internal cylindrical part. A water stop weir for a pipeline, characterized in that the outer cylindrical part expands to a size that comes into close contact with the inner surface of the pipeline when the interior is inflated with air.
JP1033693A 1989-02-15 1989-02-15 Water stop weir for pipeline Pending JPH02217689A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1033693A JPH02217689A (en) 1989-02-15 1989-02-15 Water stop weir for pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1033693A JPH02217689A (en) 1989-02-15 1989-02-15 Water stop weir for pipeline

Publications (1)

Publication Number Publication Date
JPH02217689A true JPH02217689A (en) 1990-08-30

Family

ID=12393497

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1033693A Pending JPH02217689A (en) 1989-02-15 1989-02-15 Water stop weir for pipeline

Country Status (1)

Country Link
JP (1) JPH02217689A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0914567A (en) * 1995-06-22 1997-01-17 Hiroshi Sato Pipe line opening/closing device and pipe line restoration construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0914567A (en) * 1995-06-22 1997-01-17 Hiroshi Sato Pipe line opening/closing device and pipe line restoration construction method

Similar Documents

Publication Publication Date Title
US5353842A (en) Inflatable plug for use in plugging a large diameter pipe
US4790356A (en) Drain pipe plug device
US4660603A (en) Drain pipe plug device
US5934311A (en) Linestopping system
US4365649A (en) Sewer pipe plug
EP1384930A2 (en) Corrugated pipe
US6361015B1 (en) Variable flow-through control plug
KR101360172B1 (en) Manhole fill-up type water diverting method and water diverting apparatus
JP4505836B2 (en) Water stop plug and bypass system
JPH02217689A (en) Water stop weir for pipeline
CN109371998A (en) Adjustable precipitation pipe well vacuum sealed devices and the precipitation system for configuring the device
JP2933917B1 (en) Repair method of existing sewer
JP3361436B2 (en) Pipeline bypass method and shutoff device, and pipeline repair method
KR200333360Y1 (en) By-pass hose assembly
JPS6080615A (en) Flexible film rising and falling dam
CN213809309U (en) An anti-corrosion and anti-leakage connector for sewage treatment pipelines
JP4906389B2 (en) Tubular space blocking method and apparatus
WO2021121034A1 (en) Rubber sleeve with installation structure and pipeline provided with same
WO1983003131A1 (en) A method of restoring or making a conveyor channel and a lining hose for carrying out the method
CN211447224U (en) An adjustable flexible shut-off device
JPS6234073Y2 (en)
US3034522A (en) Sewer opener apparatus
CA1146879A (en) Sewer pipe plug
JP2566698B2 (en) Emergency sewer outlet for vacuum sewer
JPS63254026A (en) Technique for repairing pipeline