JPS603430Y2 - Branch pipe fitting for waterway change - Google Patents

Branch pipe fitting for waterway change

Info

Publication number
JPS603430Y2
JPS603430Y2 JP9626676U JP9626676U JPS603430Y2 JP S603430 Y2 JPS603430 Y2 JP S603430Y2 JP 9626676 U JP9626676 U JP 9626676U JP 9626676 U JP9626676 U JP 9626676U JP S603430 Y2 JPS603430 Y2 JP S603430Y2
Authority
JP
Japan
Prior art keywords
pipe
water
water main
waterway
main
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
JP9626676U
Other languages
Japanese (ja)
Other versions
JPS5315121U (en
Inventor
徳衛 磯村
Original Assignee
コスモ工機株式会社
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 コスモ工機株式会社 filed Critical コスモ工機株式会社
Priority to JP9626676U priority Critical patent/JPS603430Y2/en
Publication of JPS5315121U publication Critical patent/JPS5315121U/ja
Application granted granted Critical
Publication of JPS603430Y2 publication Critical patent/JPS603430Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、地中に埋設された水道本管中の流水を止める
ことなく、すなわち、不断水の状態で水路の変更をしよ
うとする場合に使用される水路変更用分岐管継手に関す
るものである。
[Detailed description of the invention] This invention is used for changing waterways without stopping the flow of water in water mains buried underground, that is, when changing the waterway without stopping water supply. This relates to branch pipe joints.

従来、このように不断水の状態で水路を変更する場合に
は、第1図に示すように、水道本管1の水路を変更しよ
うとする個所に、2つ割りに構成された止水弁を嵌挿す
るための弁筺2を有する止水管2aと、2つ割りに構成
された分岐管路継手3aを有する分岐継手管3とを一定
の間隔をおいて取付け、弁筺2内の水道本管1を切断し
、この切断部分に止水弁を嵌挿して水道本管1の水路を
遮断し、分岐継手管3の分岐管路受部3aに分岐用制水
弁5を介して分岐管路6を接続することにより、流水の
水路を変更していた。
Conventionally, when changing the waterway without water outage, as shown in Fig. 1, a water stop valve divided into two was installed at the point of the water main 1 where the waterway was to be changed. A water shutoff pipe 2a having a valve housing 2 for fitting and a branch joint pipe 3 having a branch pipe joint 3a configured in two are installed at a certain interval, and the water supply inside the valve housing 2 is installed. Cut the main pipe 1, insert a water stop valve into the cut part to shut off the waterway of the water main 1, and branch it to the branch pipe receiving part 3a of the branch joint pipe 3 via the branch water control valve 5. By connecting the pipe line 6, the water channel of the flowing water was changed.

それ故、水路を変更するための工事に際して、図中の一
点破線で示すような相当な広い範囲での掘削域Aを必要
とし、また、部品点数が多くなるため、人件費、材料費
などがかさむという欠点があった。
Therefore, when carrying out construction work to change the waterway, a fairly wide excavation area A is required as shown by the dotted line in the diagram, and the number of parts increases, resulting in labor costs, material costs, etc. It had the disadvantage of being bulky.

また、水道本管1の管種が、例えば石綿管である場合に
は、この石綿管の外径寸法が規格化されていないので、
同一呼称寸法のものでも石綿管の外径寸法に不同がある
場合が多い、このため、止水管2aおよび分岐継手管3
の内径寸法は、水導本v1の実際上の外径を計測した上
で決定して製作しなければならないから、緊急時の水路
の変更に即座に対応できないという欠点があった。
In addition, if the pipe type of the water main 1 is, for example, an asbestos pipe, the outer diameter of this asbestos pipe is not standardized.
Even if the asbestos pipes have the same nominal size, there are often discrepancies in the outer diameter of the asbestos pipes.
Since the inner diameter of the water pipe v1 must be determined after measuring the actual outer diameter of the water pipe v1, there is a drawback that it is not possible to immediately respond to changes in the waterway in an emergency.

本考案の目的とするところは、このような従来の欠点に
鑑み、水路の変更に際して、掘削域の縮減化を促進する
と共に部品点数やこれらの取付けに要する手段を省略す
ることにより、材料費、人件費などを節減して、経済的
な施工を可能とする一方、外径寸法の規格化されていな
い石綿管からなる水道本管に適用する場合でも、その外
径寸法に簡単に適合させることができ、緊急時の水路の
変更に即座に対応できる水路変更用分岐管継手を提供す
ることである。
In view of these conventional drawbacks, the purpose of the present invention is to promote the reduction of the excavation area when changing waterways, and to reduce material costs and reduce the number of parts and the means required to install them. To enable economical construction by reducing labor costs, etc., while also easily adapting to the outer diameter dimensions even when applied to water mains made of asbestos pipes whose outer diameter dimensions are not standardized. To provide a branch pipe joint for changing a waterway, which can immediately respond to a change in waterway in an emergency.

本考案の水路変更用分岐管継手の特徴とするところは、
上下に分割された管継手本体の管端部間に、水道本管の
管軸に上下に貫通して止水弁を嵌挿するための上部が開
放された有底円筒状の弁筐と、一方の管端部の側面に水
道本管の管軸に直交して短筒状の分岐管路受部を形成す
ると共に各管端部の端部内径面に切削により拡径可能な
内鍔と、該内鍔の外側にはパツキンを収嵌するためのパ
ツキン用取付用溝を設けたことである。
The features of the branch pipe joint for changing waterways of this invention are as follows:
A bottomed cylindrical valve housing with an open top for inserting a water stop valve by vertically penetrating the pipe shaft of the water main between the pipe ends of the vertically divided pipe joint body; A short cylindrical branch pipe receiving part is formed on the side surface of one pipe end perpendicular to the pipe axis of the water main, and an inner flange whose diameter can be expanded by cutting is formed on the inner diameter surface of each pipe end. A gasket mounting groove for fitting the gasket is provided on the outside of the inner flange.

以下、本考案の好適な実施例を図面を参照して説明する
と、第2図乃至第5図において、4は上下に2つ割りに
分割された管継手本体で、この管端部43,42には、
水道本管1の管軸に上下に貫通して止水弁47を嵌挿す
るため上部41が開放され、かつ、底部に左右一対の排
水弁8を設けた有底円筒状の弁筺2と、一方の管端部4
3の側面には水道本管1の管軸に直交して短筒状をした
分岐管路受部44とが形成されている。
Hereinafter, a preferred embodiment of the present invention will be described with reference to the drawings. In FIGS. 2 to 5, 4 is a pipe joint body divided into two parts vertically, and the pipe end portions 43, 42 for,
A bottomed cylindrical valve housing 2 having an open top 41 for penetrating the pipe shaft of the water main 1 vertically to fit a water stop valve 47 therein, and having a pair of left and right drain valves 8 provided at the bottom. , one tube end 4
A short cylindrical branch pipe receiving part 44 is formed on the side surface of the water main pipe 1 so as to be perpendicular to the pipe axis of the water main pipe 1 .

また、各管端部43.42の端部内径面にはカッター等
により容易に切削して拡径することができる内鍔45と
、該内鍔45の外側にはパツキン7を収嵌するためのパ
ツキン取付用溝50とが設けられている。
In addition, on the inner diameter surface of each tube end 43, 42, there is an inner flange 45 that can be easily cut with a cutter or the like to enlarge the diameter, and on the outside of the inner flange 45, a packing 7 is fitted. A gasket mounting groove 50 is provided.

しかして、上記の如く構成されてなる本考案の水路変更
用分岐継手を使用し、水道本管1中に流通する流水の水
路を変更するには、第2図に示すように、先ず、地中に
埋設された水道本管1の水路を変更する個所の周囲を掘
削して水路変更用分岐管継手を装着するに必要な大きさ
の掘削域Bを設ける。
Therefore, in order to change the channel of flowing water flowing in the water main 1 using the branch joint for changing the waterway of the present invention constructed as described above, first, as shown in FIG. An excavation area B of a size necessary for installing a branch pipe joint for changing the waterway is provided by excavating around the place where the waterway of the water main 1 buried inside is to be changed.

次に、水道本管1の外径寸法を計測し、その外径寸法に
合わせて各管端部43.42の端部内径面に設けた内鍔
45の内径をカッター等により切削して拡径する。
Next, the outer diameter of the water main 1 is measured, and the inner diameter of the inner flange 45 provided on the inner diameter surface of each pipe end 43, 42 is cut and expanded according to the outer diameter using a cutter or the like. diameter.

次に、掘削域Bに露出する水道本管1の周囲に、上下に
分割された管継手本体4を上下より接合して前記拡径し
た内鍔45の内径面を水道本管1の外径面に沿わしめ、
この状態で上下の管継手本体4の接合面を、例えば溶接
することにより、管継手本体4の水道本管1に対して不
動に固定する。
Next, around the water main 1 exposed in the excavation area B, the pipe joint main body 4 divided into upper and lower parts is joined from above and below, and the inner diameter surface of the inner flange 45 with the enlarged diameter is adjusted to the outer diameter of the water main 1. along the surface,
In this state, the joint surfaces of the upper and lower pipe joint bodies 4 are immovably fixed to the water main 1 by, for example, welding.

次に、管継手本体4のパツキン取付用溝50にパツキン
7を収嵌して内鍔45に当接させ、このパツキン7を水
道本管1の外周に嵌装した押環46にて内鍔45と水道
本管1の外径面とに押圧して管継手本体4を水道本管1
に水密的に固定する。
Next, the packing 7 is fitted into the packing mounting groove 50 of the pipe joint body 4 and brought into contact with the inner flange 45, and the packing 7 is attached to the inner flange with the press ring 46 fitted around the outer periphery of the water main 1. 45 and the outer diameter surface of the water main 1 to connect the pipe joint body 4 to the water main 1.
be fixed in a watertight manner.

次いで、従来公知の不断水工法により弁筺2内の水道本
管1を縦断するように切断し、この切断部分に止水弁4
7を上方より嵌挿して水道本管1内に流通する流水を弁
筺2内に嵌挿した止水弁47にて遮断した後、分岐管路
受部44を通して水道本管1に分水孔48を穿設し、分
岐管路受部44に分岐用制水弁5を介して分岐管路6を
接続して流水の水路を変更する。
Next, the water main 1 inside the valve case 2 is cut vertically using a conventionally known water cutoff construction method, and a water stop valve 4 is installed in this cut portion.
7 is inserted from above to shut off the flowing water flowing into the water main 1 with the water stop valve 47 inserted into the valve casing 2, and then a water diversion hole is inserted into the water main 1 through the branch pipe receiving part 44. 48 is bored, and the branch pipe 6 is connected to the branch pipe receiving portion 44 via the branch water control valve 5 to change the water channel.

そして、上記の工程により、分岐管路6の接続による水
路の変更かはされた後、第5図に示すように、管継手本
体4の他方の管端部42を固定した水道本管1を、例え
ば押環部分で切断し、この水道本管1の切断部分に盲蓋
9を取付けて旧水路を盲蓋と止水弁にて完全に遮断する
と共に水路の変更による水圧の抵抗増加に備えて、管継
手本体4の一方の管端部43を固定した水道本管1の端
末部に水道本管1の離脱防止金具10を装着し、然る後
、掘削域Bに土Cを投入して、水路を変更した水道本管
1を埋戻すのである。
After the waterway has been changed by connecting the branch pipe 6 through the above steps, the main water pipe 1 with the other pipe end 42 of the pipe joint body 4 fixed is connected as shown in FIG. For example, the water main 1 is cut at the push ring part, a blind cover 9 is attached to the cut part of the water main 1, and the old waterway is completely shut off with the blind cover and the water stop valve, and at the same time, in preparation for an increase in water pressure resistance due to the change of the waterway. Then, the detachment prevention fitting 10 of the water main 1 is attached to the end of the water main 1 to which one pipe end 43 of the pipe joint body 4 is fixed, and after that, soil C is poured into the excavation area B. Then, the water main 1 whose waterway was changed is backfilled.

なお、止水弁47にて水道本管1の流水を遮断するに際
し、弁筺2の底部に設けられた左右一対の排水弁8を同
時に開放してこの排水弁8より排水すると、水道本管1
の切断時に生ずる切粉が前記排水弁8より外部に排出さ
れるため、止水弁47による流水の遮断が確実に行われ
る一方、管継手本体4の管端部43側の水道本管1内に
流通する流水の水圧と、管端部42側の水道本管1内に
流通する流水の水圧とが略均圧化されるため、止水弁4
7を強力な水圧抵抗を受けることなく水道本管1の切断
部分に円滑に嵌合させることができる。
Note that when shutting off the water flowing through the water main 1 with the water stop valve 47, if the pair of left and right drain valves 8 provided at the bottom of the valve housing 2 are simultaneously opened and water is drained from these drain valves 8, the water main 1
Chips generated during cutting are discharged to the outside from the drain valve 8, so that the water stop valve 47 reliably shuts off the water flow, and at the same time, the water inside the water main 1 on the pipe end 43 side of the pipe joint body 4 Since the water pressure of the flowing water flowing through the pipe end 42 and the water pressure of the flowing water flowing inside the water main 1 on the pipe end 42 side are approximately equalized, the water stop valve 4
7 can be smoothly fitted into the cut portion of the water main 1 without experiencing strong hydraulic resistance.

このように本考案は、上下に分割された管継手本体の管
端部間に、水道本管の管軸に上下に貫通して止水弁を嵌
挿するための上部が開放された有底円筒状の弁筺と、一
方の管端部の側面に水道本管の管軸に直交して短筒状の
分岐管路受部を形成すると共に各管端部の端部内径面に
切削により拡径可能な内鍔と、該内鍔の外側にはパツキ
ンを収嵌するためのパツキン取付用溝を設けてなるので
、従来の水道本管の水路変更用個所に2つ割りに構成さ
れた止水弁を嵌挿するための弁筺を有する止木管と、2
つ割りに構成された分岐管路受部を有する分岐継手管と
を一定の間隔をおいて取付けて水路を変更する場合のよ
うな広い掘削域を設ける必要がなく、水道本管に一個の
分岐管継手を装着するに足りるだけの狭い掘削域を設け
るのみでよいため、掘削域の線域化を促進することがで
きると共に部品点数とこれら部品の取付けに要する手間
を省略できるから、人件費や材料費などの節減を図って
工事費用を大巾に低廉化することができる。
In this way, the present invention provides a bottomed pipe with an open top for inserting a water stop valve that penetrates the pipe shaft of the water main pipe vertically between the pipe ends of the pipe fitting body which is divided into upper and lower parts. A cylindrical valve housing, a short cylindrical branch pipe receiving part perpendicular to the pipe axis of the water main on the side surface of one pipe end, and cutting on the inner diameter surface of each pipe end. It has an inner flange that can be expanded in diameter, and a gasket mounting groove on the outside of the inner flange to accommodate the gasket, so it can be installed in two parts at the place where the waterway of the conventional water main is changed. a stop pipe having a valve housing for inserting a water stop valve;
There is no need to create a large excavation area, which is required when changing the waterway by installing branch joint pipes with split pipe receiving parts at regular intervals. Since it is only necessary to provide a narrow excavation area that is sufficient to install pipe fittings, it is possible to promote the linearization of the excavation area, and the number of parts and the labor required to install these parts can be reduced, reducing labor costs. Construction costs can be significantly reduced by cutting down on material costs and other costs.

また、本考案では管継手本体の管端部の端部内径面に切
削により拡径可能な内鍔を設けであるため、外径寸法に
不同のある石綿管を使用した水道本管にも、内鍔の内径
面を施工現場にて切削して拡径するという簡単な加工を
施すのみで確実に取付けることができるため、緊急を要
する水路の変更にも即座に対応させるこができる。
In addition, in this invention, an inner flange that can be expanded by cutting is provided on the inner diameter surface of the pipe end of the pipe joint body, so it can be used for water mains using asbestos pipes with different outer diameter dimensions. Since it can be reliably installed by simply cutting and enlarging the inner diameter surface of the inner flange at the construction site, it is possible to immediately respond to urgent changes to the waterway.

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

第1図は従来例を示すもので、止木管と分岐継手管を使
用して水路を変更する態様とその掘削域を示す平面図、
第2図は本考案の分岐管継手を使用して水路を変更する
態様とその掘削域を示す平面図、第3図は第2図の拡大
横断面図、第4図は第2図の拡大縦断面図、第5図は盲
蓋と離脱防止金具を取付けた状態を示す側面図である。 4・・・・・・管継手本体、43,42・・・・・・管
端部、1・・・・・・水道本管、47・・・・・・止水
弁、41・・・・・・上部、2・・・・・・弁筺、44
・・・・・・分岐管路受部、45・・・・・・内鍔、7
・・・・・・パツキン、50・・・・・・パツキン取付
用溝。
Fig. 1 shows a conventional example, in which a mode in which a waterway is changed using a stop pipe and a branch joint pipe, and a plan view showing the excavation area;
Figure 2 is a plan view showing how the water channel is changed using the branch pipe joint of the present invention and its excavation area, Figure 3 is an enlarged cross-sectional view of Figure 2, and Figure 4 is an enlarged view of Figure 2. A vertical sectional view and FIG. 5 are side views showing a state in which the blind lid and the detachment prevention fitting are attached. 4...Pipe joint body, 43, 42...Pipe end, 1...Water main, 47...Water stop valve, 41... ... Upper part, 2 ... Bento, 44
... Branch pipe receiving part, 45 ... Inner flange, 7
...Packkin, 50...Groove for installing the patch.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上下に分割された管継手本体4の管端部43゜42間に
、水道本管1の管軸に上下に貫通して止水弁47を嵌挿
するための上部41が開放された有底円筒状の弁筺2と
、一方の管端部43の側面に水道本管1の管軸に直交し
て短筒状の分岐管路受部44を形成すると共に各管端部
43.42の端部内径面に切削により拡径可能な内鍔4
5と、該内鍔45の外側にバッキング7を収嵌するため
のバッキング取付用溝50を設けたことを特徴とする水
路変更用分岐管継手。
A bottomed bottom with an open upper part 41 for penetrating the pipe shaft of the water main 1 vertically and fitting a water stop valve 47 between the pipe ends 43 and 42 of the pipe joint main body 4 divided into upper and lower parts. A short cylindrical branch pipe receiving part 44 is formed perpendicularly to the pipe axis of the water main 1 on the side surface of the cylindrical valve housing 2 and one pipe end 43, and each pipe end 43. Inner flange 4 that can be expanded in diameter by cutting on the inner diameter surface of the end
5, and a backing attachment groove 50 for fitting the backing 7 on the outside of the inner flange 45.
JP9626676U 1976-07-20 1976-07-20 Branch pipe fitting for waterway change Expired JPS603430Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9626676U JPS603430Y2 (en) 1976-07-20 1976-07-20 Branch pipe fitting for waterway change

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9626676U JPS603430Y2 (en) 1976-07-20 1976-07-20 Branch pipe fitting for waterway change

Publications (2)

Publication Number Publication Date
JPS5315121U JPS5315121U (en) 1978-02-08
JPS603430Y2 true JPS603430Y2 (en) 1985-01-30

Family

ID=28706692

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9626676U Expired JPS603430Y2 (en) 1976-07-20 1976-07-20 Branch pipe fitting for waterway change

Country Status (1)

Country Link
JP (1) JPS603430Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017067295A (en) * 2013-12-11 2017-04-06 コスモ工機株式会社 Valve device mounting structure, valve device mounting method, and valve device de-mounting method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH021591Y2 (en) * 1984-09-21 1990-01-16

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017067295A (en) * 2013-12-11 2017-04-06 コスモ工機株式会社 Valve device mounting structure, valve device mounting method, and valve device de-mounting method

Also Published As

Publication number Publication date
JPS5315121U (en) 1978-02-08

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