JPH03260497A - Fluid transport path varying method and baffle member for use in this construction method - Google Patents

Fluid transport path varying method and baffle member for use in this construction method

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Publication number
JPH03260497A
JPH03260497A JP5933090A JP5933090A JPH03260497A JP H03260497 A JPH03260497 A JP H03260497A JP 5933090 A JP5933090 A JP 5933090A JP 5933090 A JP5933090 A JP 5933090A JP H03260497 A JPH03260497 A JP H03260497A
Authority
JP
Japan
Prior art keywords
fluid transport
transport pipe
pipe
existing
cylindrical body
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
JP5933090A
Other languages
Japanese (ja)
Other versions
JP2914704B2 (en
Inventor
Kiyoshi Hamamoto
浜本 潔
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.)
Yano Giken Co Ltd
Original Assignee
Yano Giken 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 Yano Giken Co Ltd filed Critical Yano Giken Co Ltd
Priority to JP5933090A priority Critical patent/JP2914704B2/en
Publication of JPH03260497A publication Critical patent/JPH03260497A/en
Application granted granted Critical
Publication of JP2914704B2 publication Critical patent/JP2914704B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To suppress increase in the flow path resistance by incorporating a method for changing the path leading to an existing fluid transport pipe and a new fluid transport pipe, inserting a baffle member to change neatly the flow direction leading to the existing fluid transport pipe and new fluid transport pipe from the opposite end opening of a cylindrical member, and blocking the other end opening with a lid. CONSTITUTION:A cylindrical member B to which a new fluid transport pipe C is connected, is fixed to an existing fluid transport pipe A liquid-tightly, and a through hole (a) is formed in the pipe wall by a cutting device 7 in the condition that the stream is not interrupted. One of the flow paths of this existing fluid transport pipe A and the opposite end opening b2 are blocked to change the fluid transport path to a path leading to the existing pipe A and new pipe C. A baffle member 12 to rectify the fluid stream is formed fast in a single piece with the baffle surface 13 which changes the flow direction neatly, and this baffle member 12 is inserted from the other end opening b2 followed by fixation with a lid which blocks the opposite end opening b2. As a result, increase in the flow path resistance can be suppressed simply.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、新設流体輸送管が径方向から連通接続される
筒状体の一端側開口部を既設流体輸送管の管周壁に対し
て、当該筒状体の軸芯と前記既設流体輸送管の軸芯とを
交叉又はほぼ交叉させる姿勢で液密又は気密状態に固定
し、前記筒状体の他端側開口部から挿入した切断装置で
前記管周壁に貫通孔を流体の流通を維持したままの不断
流状態で形成するとともに、前記貫通孔に臨む前記既設
流体輸送管の流路の一方と前記筒状体の他端側開口部と
を前記不断流状態で閉塞して、流体輸送経路を前記筒状
体を介して前記既設流体輸送管と前記新設流体輸送管と
に亘る経路に変更する流体輸送経路変更工法並びにその
流体輸送経路変更工法に使用する整流部材に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for connecting an opening at one end of a cylindrical body to which a newly installed fluid transport pipe is connected from the radial direction to a peripheral wall of an existing fluid transport pipe. A cutting device fixed in a liquid-tight or air-tight state in a position where the axial center of the cylindrical body and the axial center of the existing fluid transport pipe intersect or almost intersect, and inserted from the opening on the other end side of the cylindrical body. A through hole is formed in the peripheral wall of the pipe in an uninterrupted state while maintaining fluid circulation, and one side of the flow path of the existing fluid transport pipe facing the through hole and an opening on the other end side of the cylindrical body. A method for changing a fluid transport route, in which the fluid transport route is changed to a route spanning the existing fluid transport pipe and the new fluid transport pipe via the cylindrical body, and the fluid transport route is changed. It relates to a rectifying member used in the construction method.

〔従来の技術〕[Conventional technology]

冒記流体輸送経路変更工法は、流体の流通を維持したま
まの不断流状態で流体輸送経路を変更するにあたって、
第7図に示すように、既設流体輸送管(OA)の管周壁
に対して液密又は気密状態に固定される筒状体(OB)
を有効利用して、流体輸送経路をこの筒状体(OB)を
介して既設流体輸送管(OA)と新設流体輸送管(QC
)とに亘る経路に変更し、筒状体(OB)自体を流体輸
送経路の一部として活用するから、例えば既設流体輸送
管の管周壁に対してケーシングを液密又は気密状態に固
定し、このケーシング内で既設流体輸送管に流路切換バ
ルブを前記不断流状態で接続し、その後でケーシングを
撤去して、当該バルブに新設流体輸送管を接続すること
で流体輸送経路を変更する工法に比べて、簡便に施工で
きる利点があり、しかも、筒状体(OB)をその軸芯(
Xl)と既設流体輸送管(OA)の軸芯(I2)とを交
叉又はほぼ交叉させる姿勢で固定するから、筒状体(O
B)の他端側開口部(OB2)から挿入した切断装置で
管周壁に貫通孔(Oa)を形成し易い利点もあるが、従
来、貫通孔(Oa)に臨む既設流体輸送管(OA)の流
路の一方と筒状体(OB)の他端側開口部(Obz) 
 とを閉塞するにあたって、扁平な受圧面(01)を備
えている蓋(02)で閉塞している。
The above-mentioned fluid transport route modification method changes the fluid transport route in an uninterrupted state while maintaining fluid circulation.
As shown in Fig. 7, a cylindrical body (OB) is fixed to the peripheral wall of the existing fluid transport pipe (OA) in a liquid-tight or air-tight manner.
By effectively utilizing the fluid transport path, the existing fluid transport pipe (OA) and the new fluid transport pipe (QC
), and the cylindrical body (OB) itself is utilized as part of the fluid transport path. This method involves connecting a flow path switching valve to the existing fluid transport pipe within this casing in the above-mentioned uninterrupted state, and then removing the casing and connecting the new fluid transport pipe to the valve to change the fluid transport route. It has the advantage of being easy to construct compared to other models, and it also has the advantage that the cylindrical body (OB) is
Since the cylindrical body (O
B) There is an advantage that it is easy to form a through hole (Oa) in the pipe peripheral wall with a cutting device inserted from the other end side opening (OB2), but conventionally, the existing fluid transport pipe (OA) facing the through hole (Oa) One side of the flow path and the other end side opening (Obz) of the cylindrical body (OB)
In order to close the area, a lid (02) having a flat pressure-receiving surface (01) is used to close the area.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

この為、変更後の流体輸送経路の途中に蓋(02)で閉
塞された既設流体輸送管部分(OA、 )並びに筒状体
部分(OB1)の内周面が臨んでいるから流路抵抗が増
大し易い欠点がある。
For this reason, since the existing fluid transport pipe portion (OA, ) blocked by the lid (02) and the inner peripheral surface of the cylindrical body portion (OB1) are exposed in the middle of the fluid transport route after the change, flow path resistance is reduced. There are drawbacks that tend to increase.

この欠点を解決するには、例えば第7図に仮想線で示す
ように、閉塞された既設流体輸送管部分(OAI)並び
に筒状体部分(OB1)の流体輸送経路に臨む入口に各
々整流部材(012)を設けることが考えられるが、そ
の整流部材(012)の既設流体輸送管(OAI)並び
に筒状体部分(OB1)に対する取付施工に手間がかか
る欠点が新たに生しる。
In order to solve this drawback, for example, as shown by the imaginary lines in FIG. Although it is conceivable to provide a rectifying member (012), there is a new drawback that it takes time and effort to install the rectifying member (012) to the existing fluid transport pipe (OAI) and the cylindrical body portion (OB1).

本発明は上記実状に鑑みて為されたものであって、筒状
体の開口部の一方が蓋で閉塞されることに着目し、流路
抵抗の増大を簡便な施工で抑制できる流体輸送経路変更
工法並びにその工法に使用する整流部材を提供すること
を目的とする。
The present invention has been made in view of the above-mentioned circumstances, and focuses on the fact that one of the openings of the cylindrical body is closed with a lid, and a fluid transport path that can suppress an increase in flow resistance through simple construction. The purpose of this invention is to provide a modified construction method and a rectifying member used in the construction method.

〔課題を解決するための手段〕[Means to solve the problem]

上記目的を達成する為の本発明方法の特徴構成は、冒記
流体輸送経路変更工法において、A、前記既設流体輸送
管と前記新設流体輸送管とに亘る一連の流体流れ方向を
整流する整流部材を前記筒状体の前記他端側開口部から
挿入して、前記他端側開口部を閉塞する蓋で固定するこ
と 上記Aの構成にある。
The characteristic structure of the method of the present invention for achieving the above object is that, in the above-mentioned fluid transport route modification method, A. a rectifying member that rectifies a series of fluid flow directions extending between the existing fluid transport pipe and the new fluid transport pipe; In the configuration of A above, the cylindrical body is inserted through the opening on the other end side and fixed with a lid that closes the opening on the other end side.

又、上記流体輸送経路変更工法に使用する整流部材の特
徴構成は、 B、前記筒状体を介して前記既設流体輸送管と前記新設
流体輸送管とに亘る一連の流体流れ方向を整流する整流
面が一体に形成されていること 上記Bの構成にある。
Further, the characteristic configuration of the rectifying member used in the above-mentioned fluid transport route modification method is as follows: B. rectifying a series of fluid flow directions extending between the existing fluid transport pipe and the new fluid transport pipe via the cylindrical body; It is in the above structure B that the surface is integrally formed.

〔作 用〕[For production]

a、前記Aの構成により、既設流体輸送管部分並びに筒
状体部分各々に対する特別な加工或いは工作を施すこと
なく、既設流体輸送管と新設流体輸送管とに亘る一連の
流体流れ方向を整流する整流部材が筒状体の他端開口部
を閉塞する為の蓋で固定される。
a. With the configuration of A above, a series of fluid flow directions between the existing fluid transport pipe and the new fluid transport pipe can be rectified without performing any special processing or work on the existing fluid transport pipe portion or the cylindrical body portion. The flow regulating member is fixed with a lid for closing the opening at the other end of the cylindrical body.

b、前記Bの構成により、既設流体輸送管と筒状体とに
亘る流体流れ方向を整流する整流部材と、筒状体と新設
流体輸送管とに亘る流体流れ方向を整流する整流部材と
を別々に固定する場合に比べて、能率良く固定できる。
b. With the configuration of B above, a rectifying member that rectifies the direction of fluid flow between the existing fluid transport pipe and the cylindrical body, and a rectifying member that rectifies the direction of fluid flow between the cylindrical body and the new fluid transport pipe. They can be fixed more efficiently than when they are fixed separately.

〔発明の効果〕〔Effect of the invention〕

請求項1記載の流体輸送経路変更工法は、前記aの作用
により、既設流体輸送管と新設流体輸送管とに亘る流路
抵抗の増大を簡便な施工で抑制できる。
The fluid transport route changing construction method according to claim 1 can suppress an increase in flow path resistance between an existing fluid transport pipe and a newly installed fluid transport pipe with simple construction due to the effect of a.

請求項2記載の流体輸送経路変更工法は、前記整流部材
を前記筒状体に挿入して、当該整流部材で前記貫通孔に
臨む前記既設流体輸送管の流路の一方を閉塞するから、
整流部材を有効利用して当該流路を簡便に閉塞できる。
The fluid transport route changing method according to claim 2 includes inserting the rectifying member into the cylindrical body and blocking one of the channels of the existing fluid transport pipe facing the through hole with the rectifying member.
The flow path can be easily closed by effectively utilizing the rectifying member.

請求項3記載の整流部材は、前記すの作用により、整流
部材の装着作業を簡便化できる。
In the flow regulating member according to the third aspect of the present invention, the operation of installing the flow regulating member can be simplified by the action of the slot.

請求項4記載の整流部材は、前記筒状体の他端側開口部
に装着固定されて当該他端側開口部を閉塞する蓋に連設
されているから、蓋の装着固定で整流部材も固定でき、
整流部材の装着作業を一層簡便化できる。
The flow regulating member according to claim 4 is connected to a lid that is attached and fixed to the opening on the other end side of the cylindrical body and closes the opening on the other end side. Can be fixed,
The work of installing the rectifying member can be further simplified.

請求項5記載の整流部材は、前記整流面が一連の筒状に
形成されているから、例えば既設流体輸送管と筒状体と
に亘る整流面を有する整流部材と、新設流体輸送管と筒
状体とに亘る整流面を有する整流部材とを連結部材で連
結し、これら整流部材の間は主として筒状体の内周面で
整流するものに比べて、既設流体輸送管と新設流体輸送
管とに亘る流体の流れ方向を滑らかに整流できる。
In the flow regulating member according to claim 5, since the flow regulating surface is formed in a series of cylindrical shapes, for example, a flow regulating member having a flow regulating surface extending between an existing fluid transport pipe and the cylindrical body, and a flow regulating member having a flow regulating surface extending between the existing fluid transport pipe and the cylindrical body, Compared to a system in which a rectifying member having a rectifying surface extending between the cylindrical body and the cylindrical body is connected by a connecting member, and the flow is rectified mainly on the inner peripheral surface of the cylindrical body, the existing fluid transport pipe and the new fluid transport pipe are The flow direction of the fluid can be smoothly rectified.

請求項6記載の整流部材は、前記貫通孔に臨む前記既設
流体輸送管の流路の一方を閉塞するシール面部が備えら
れているから、既設流体輸送管の閉塞作業を簡便化でき
る。
Since the flow regulating member according to the sixth aspect is provided with a sealing surface portion that closes one of the channels of the existing fluid transport pipe facing the through hole, it is possible to simplify the work of closing the existing fluid transport pipe.

〔第1実施例〕 第1図乃至第5図は、既に地中にほぼ水平に埋設されて
いる既設流体輸送管としての既設水道管(A)による通
水を維持したままでありながら水道水の管外への漏出し
を防止している不断水状態で、その既設水道管(A)の
周壁に貫通孔(a)を形成してこの貫通孔(a)に連通
接続される筒状体(B)を介して新たに埋設される新設
流体輸送管としての新設水道管(C)を連通接続し、既
設水道管(A)の流路の一方を閉塞して水道水の通水経
路を筒状体(B)を介して既設水道管(A)と新設水道
管(C)とに亘る通水経路に変更する為の作業装置を示
す。
[First Embodiment] Figures 1 to 5 show that while maintaining water flow through the existing water pipe (A), which is an existing fluid transport pipe that has already been buried almost horizontally underground, A cylindrical body that forms a through hole (a) in the peripheral wall of the existing water pipe (A) and is connected to the through hole (a) in a non-water cutoff state that prevents water from leaking out of the pipe. A new water pipe (C), which will be newly buried as a new fluid transport pipe, is connected through (B), and one side of the flow path of the existing water pipe (A) is blocked to create a water flow route for tap water. A working device is shown for changing the water flow route to an existing water pipe (A) and a new water pipe (C) via a cylindrical body (B).

この作業装置は、新設水道管(C)が連通接続される筒
状体としての断面が円形の管部(8)と、この管部(B
)の一端側開口部(b1)を既設水道管(A)の管周壁
に対して水密状態に固定する接続用ケース(E)と、管
部(B)の他端側開口部(b2)に対して着脱自在に取
付けられる作業用の仕切弁(F)と、この仕切弁(F)
に対して着脱自在に取付けられる作業用の椀状密閉用ケ
ース(G)とを設けて構成されている。
This work device includes a pipe section (8) with a circular cross section as a cylindrical body to which a new water pipe (C) is connected, and this pipe section (B).
) to the connection case (E) that fixes the opening (b1) at one end in a watertight manner to the peripheral wall of the existing water pipe (A), and the opening (b2) at the other end of the pipe (B). A work gate valve (F) that can be detachably attached to the gate, and this gate valve (F)
It is constructed by providing a bowl-shaped sealing case (G) for work that is detachably attached to the workpiece.

前記接続用ケース(E)は、既設水道管(A)に外嵌さ
れる周方向に二つ割りの半割り筒部(e)で構成され、
半割り筒部(e)の両端部内周面と既設水道管(A)の
外周面との間および、半割り筒部(e)の割り面間には
夫々、シール材(2)が介装されている。
The connection case (E) is composed of a half-cylindrical part (e) that is split into two in the circumferential direction and is fitted onto the existing water pipe (A),
A sealing material (2) is interposed between the inner circumferential surface of both ends of the half-tubular part (e) and the outer circumferential surface of the existing water pipe (A), and between the split surfaces of the half-tubular part (e). has been done.

前記管部(B)は、新設水道管(C)に対する連通接続
口(3)が形成され、新設水道管(C)を連結する為の
くの字状に屈曲された連結管(4)をこの連通接続口(
3)に管部(B)の軸芯(X1)に対して直交する径方
向から一体に接続して管接続具(J)が構成されている
The pipe section (B) is formed with a communication connection port (3) for the newly installed water pipe (C), and has a connecting pipe (4) bent in a dogleg shape for connecting the newly installed water pipe (C). This communication connection port (
3) is integrally connected to the pipe portion (B) from a radial direction perpendicular to the axis (X1) to form a pipe connector (J).

前記管部(6)の一端側開口部(bl)側が前記接続用
ケース(E)の半割り筒部(e)の一方に一体的に連結
され、接続用ケース(E)を既設水道管(A)に外嵌す
ることで、管部(B)がその軸芯(XI)と既設水道管
(A)の水平な軸芯(×2)とをほぼ直交させる姿勢で
固定され、更に、管部(B)をその軸芯(X1)が鉛直
に対して約45″傾斜する状態で固定することで、その
連通接続口(3)が下向きに臨む傾斜姿勢で保持され、
くの字状に屈曲された前記連結管(4)の遊端側がほぼ
水平に敷設されるよう構成しである。
One end opening (bl) side of the pipe portion (6) is integrally connected to one of the half-tube portions (e) of the connection case (E), and the connection case (E) is connected to the existing water pipe ( By fitting onto A), the pipe part (B) is fixed in a position where its axis (XI) and the horizontal axis (x2) of the existing water pipe (A) are almost orthogonal, and By fixing the part (B) in a state where its axis (X1) is inclined by about 45'' with respect to the vertical, the communication connection port (3) is held in an inclined position facing downward,
The free end side of the connecting pipe (4) bent in a dogleg shape is laid almost horizontally.

前記仕切弁(F)は、管部(B)の他端側開口部(b2
)側に形成した接続フランジ(5)に載置した状態で前
記接続フランジ(5)にボルト(6)を押し当てること
で管部(B)に接続固定されるものである。
The gate valve (F) has an opening (b2) on the other end side of the pipe portion (B).
) is mounted on the connecting flange (5) formed on the side, and is connected and fixed to the pipe portion (B) by pressing a bolt (6) against the connecting flange (5).

前記密閉用ケース(G)は、前記仕切弁(F)にフラン
ジ接続するものであって、穿孔用と蓋設置用との2種類
のものがある。
The sealing case (G) is connected to the gate valve (F) by a flange, and there are two types: one for perforation and one for installing a lid.

穿孔用ケース(G1)は、第1図に示すように、天井部
において、下端に切断装置としてのカッタ(7)を装備
した駆動兼用の操作軸(7a)を、前記力、夕(7)を
内装する状態で上下スライド自在に貫通させて保持する
ものであって、天井部には、前記操作軸(7a)を回転
ならびスライドさせる駆動装置(8)を搭載している。
As shown in Fig. 1, the drilling case (G1) has an operating shaft (7a) that also serves as a drive and is equipped with a cutter (7) as a cutting device at the lower end on the ceiling. The operating shaft (7a) is mounted on the ceiling with a driving device (8) for rotating and sliding the operating shaft (7a).

前記蓋設置用ケース(G2)は、第2図に示すように、
天井部において、下端に蓋(9)が着脱自在に取付けら
れている操作軸(9a)を、当該M (9)と共に上下
スライド移動自在に保持するものである。
The lid installation case (G2), as shown in FIG.
In the ceiling part, an operating shaft (9a) having a lid (9) removably attached to its lower end is held so as to be slidable up and down together with the M (9).

前記蓋(9)には、第3図、第5図ムこ示すように、既
設水道管(A)と新設水道管(C)とに亘る一連の水道
水の流れ方向を整流する整流面(13)が一連の曲り筒
状に形成されている整流部材(12)が連設されている
As shown in FIGS. 3 and 5, the lid (9) has a rectifying surface (which rectifies the flow direction of a series of tap water between the existing water pipe (A) and the new water pipe (C)), as shown in FIGS. A rectifying member (12) formed in a series of curved cylindrical shapes is provided in series.

前記整流部材(12)は、既設水道管(^)と管部(8
)とに亘って整流する曲管状の第1整流面(13a)を
備えている第1整流部材(12a)と、管部(B)と新
設水道管(C)とに亘って整流する曲管状の第2整流面
(13b)を備えている第2整流部材(12b)とを一
連に連結した形状に形成され、各々の整流面(13a)
 、 (13b)は管部(B)の軸芯(×1)まわりで
約90°の位相差で互いに連結されている。
The rectifying member (12) connects the existing water pipe (^) and the pipe section (8
), and a first rectifying member (12a) having a curved tubular first rectifying surface (13a) that rectifies the flow across the pipe section (B) and the new water pipe (C); The second rectifying member (12b) having a second rectifying surface (13b) is connected in series, and each rectifying surface (13a)
, (13b) are connected to each other around the axis (x1) of the tube portion (B) with a phase difference of about 90°.

前記整流部材(12)の外周に、貫通孔(a)の内周面
に圧接されるゴム製の第1シール材(14a)と、既設
水道管(A)の内周面に圧接されるゴム製の第2シール
材(14b)と、管部(B)内周面の連通接続口(3)
まわりに圧接されるゴム製の第3シール材(14c)と
、管部(B)内周面の他端側聞口部(b2)まわりに圧
接されるゴム製の第4シール材(14d)とが設けられ
、第1シール材(14a)と第2シール材(14b)と
で、貫通孔(a)に臨む既設水道管(A)の流路の一方
を閉塞するシール面部(14)が構成される。
On the outer periphery of the rectifying member (12), a first sealing material (14a) made of rubber is pressed against the inner peripheral surface of the through hole (a), and a rubber first sealing material (14a) is pressed against the inner peripheral surface of the existing water pipe (A). The second sealing material (14b) made of
A third sealing material (14c) made of rubber is pressed around it, and a fourth sealing material (14d) made of rubber is pressed around the mouth part (b2) on the other end of the inner peripheral surface of the tube part (B). and a sealing surface portion (14) that closes one of the channels of the existing water pipe (A) facing the through hole (a) with the first sealing material (14a) and the second sealing material (14b). configured.

次に、上記のように構成された作業装置を用いて、水道
水の通水経路を管部(B)を介して既設水道管(A)と
新設水道管(C)とに亘る経路に不断水状態で変更する
流体輸送経路変更工法について順に説明する。
Next, using the work equipment configured as described above, the water supply route is continuously connected to the existing water pipe (A) and the new water pipe (C) via the pipe section (B). The method for changing the fluid transport route depending on the water state will be explained in order.

イ、第1図に示すように、地中に埋設されている既設水
道管(A)を囲繞するピッl−(P)を掘削して、既設
水道管(A)に接続用ケース(E)を外嵌し、管部(B
)に接続しである連結管(4)を下向きにして、管部(
B)の軸芯(Xl)が鉛直に対して約45°傾斜する状
態で連通接続口(3)が下向きに臨む傾斜姿勢で固定す
るとともに、連結管(B)にはその遊端側に設けた接続
部としてのフラン継手(10)を介して新設水道管(C
)を接続し、フランジ(5)に仕切弁(F)を接続して
おく。
B. As shown in Figure 1, excavate a pit (P) that surrounds the existing water pipe (A) that is buried underground, and attach a case (E) to the existing water pipe (A). externally, and connect the tube part (B
) with the connecting pipe (4) facing downward, and insert the pipe part (
B) is fixed in an inclined position with its axis (Xl) inclined at approximately 45 degrees with respect to the vertical, with the communication connection port (3) facing downward; The new water pipe (C
) and connect the gate valve (F) to the flange (5).

尚、新設水道管(C)は予め所定経路に沿ってほぼ水平
に敷設されている。
Note that the newly installed water pipe (C) is laid in advance almost horizontally along a predetermined route.

口1次に、第1図に示すように、仕切弁(F)に穿孔用
ケース(G1)を装着する。
Port 1 Next, as shown in FIG. 1, a perforation case (G1) is attached to the gate valve (F).

そして、カッタ(7)を仕切弁(F)および筒部(B)
を通して切断作業位置まで下降させて既設水道管(A)
に貫通孔(a)を穿設したのち、穿孔用ケース(G1)
内に引上げ、仕切弁(F)を閉して穿孔用ケース(Gl
〉を仕切弁(F)から撤去する。
Then, insert the cutter (7) between the gate valve (F) and the cylindrical portion (B).
Lower the existing water pipe (A) to the cutting work position.
After drilling the through hole (a) in the drilling case (G1)
Close the gate valve (F) and open the drilling case (Gl).
) from the gate valve (F).

尚、既設水道管(A)に貫通孔(a)を穿設した後の切
断片は、カッタ(7)とともに穿孔用ケース(Gl)内
に引上げられる。
Note that the cut piece after drilling the through hole (a) in the existing water pipe (A) is pulled up into the drilling case (Gl) together with the cutter (7).

ハ9次に、第2図に示すように、蓋設置用ケース(G2
)を仕切弁(F)に接続する。
C9 Next, as shown in Figure 2, install the lid installation case (G2
) to the gate valve (F).

二0次に、仕切弁(F)を開き、第3図に示すように、
蓋(9)を下降させて整流部材(12)を管部(B)に
挿入し、第1整流面(13a)を既設水道管(A)の軸
芯方向に臨ませ、第2整流面(13a)を連結管(4)
の軸芯方向に臨ませる状態で、蓋(9)を予め接続フラ
ンジ(5)に螺合されているボルト(15)で接続フラ
ンジ(5)に仮固定する。
20 Next, open the gate valve (F) and as shown in Figure 3,
Lower the lid (9) and insert the rectifying member (12) into the pipe section (B), so that the first rectifying surface (13a) faces the axial direction of the existing water pipe (A), and the second rectifying surface ( 13a) to the connecting pipe (4)
The lid (9) is temporarily fixed to the connecting flange (5) with bolts (15) that have been previously screwed onto the connecting flange (5) while facing in the axial direction of the lid (9).

この仮固定で、第1シール材(14a)は貫通孔(a)
の内周面に、第2シール材(14b)は既設水道管(A
)の内周面に、第3シール材(14c)は管部(B)内
周面の連通接続口(3)まわりに、第4シール材(14
d)は管部(B)内周面の他端側開口部(b2)まわり
に各々圧接される。
With this temporary fixation, the first sealing material (14a) is attached to the through hole (a).
The second sealing material (14b) is attached to the inner peripheral surface of the existing water pipe (A
), and a third sealing material (14c) is placed around the communication connection port (3) on the inner peripheral surface of the pipe portion (B).
d) are respectively pressed around the opening (b2) on the other end side of the inner circumferential surface of the pipe portion (B).

ホ1次に、蓋設置用ケース(G2)の仕切弁(F)への
固定を解除して蓋設置用ケース(G2)を操作軸(9a
)に沿って持上げ、その状態で操作軸(9a)と!(1
2)との連結を解除して蓋設置用ケース(G2)を離脱
させ、かつ、仕切弁(F)を接続フランジ(5)から離
脱させ、第4図に示すように、蓋(12)を接続フラン
ジ(5)に本固定する。
E1 Next, release the fixation of the lid installation case (G2) to the gate valve (F) and attach the lid installation case (G2) to the operating shaft (9a).
) along the operating shaft (9a) and in that state! (1
2), remove the lid installation case (G2), remove the gate valve (F) from the connecting flange (5), and remove the lid (12) as shown in Figure 4. Secure it to the connection flange (5).

へ1次に、第3図に示すように、シール面部(14)で
閉塞された既設水道管(A)部分を切断して開口部(1
1)を形成し、この開口部(11)を閉塞する蓋(16
)を連結具(17)を介して接続用ケース(E)に装着
固定する。
Next, as shown in Fig. 3, the existing water pipe (A) portion that is blocked by the sealing surface portion (14) is cut to open the opening (1).
1) and a lid (16) that closes this opening (11).
) is attached and fixed to the connection case (E) via the connector (17).

上記イ乃至への手順で水道水の通水経路が変更され、ピ
ント(P)を埋め戻すことによって、第4図に示すよう
に、新設水道管(C)が所定深さ(h)で埋設される。
By following the steps from A to A above, the water supply route for tap water is changed, and by backfilling the pinto (P), the new water pipe (C) is buried at a predetermined depth (h), as shown in Figure 4. be done.

〔第2実施例〕 第1実施例における整流部材(12)を、第6図に示す
ように、蓋(9)とは別体に構威し、整流部材(12)
を蓋(9)に対して回り止め状態で係合させて、整流部
材(12)を接続フランジ(5)と蓋(9)で挾みつけ
るように固定しても良い。
[Second Embodiment] As shown in FIG. 6, the rectifying member (12) in the first embodiment is constructed separately from the lid (9), and the rectifying member (12)
may be engaged with the lid (9) in a non-rotating state, and the flow regulating member (12) may be fixed so as to be sandwiched between the connecting flange (5) and the lid (9).

〔その他の実施例〕[Other Examples]

■ 整流部材は既設管の流路の一方を閉塞するシール面
部を備えていないものであっても良い。
(2) The flow regulating member may not be provided with a sealing surface portion that closes one of the flow paths of the existing pipe.

この場合、従来公知の方法で弁体を不断水状態で挿入し
て当該流路を一時的に閉塞し、既設管の閉塞流路側を切
断して形成される開口部を蓋体で閉塞した後、弁体を撤
去して整流部材を挿入する。
In this case, the flow path is temporarily blocked by inserting a valve body without water interruption using a conventionally known method, and the opening formed by cutting the blocked flow path side of the existing pipe is closed with a lid body. , remove the valve body and insert the flow regulating member.

■ 流体輸送管で輸送される流体は、水道水に限定され
ず、下水、その他の公知の液体、気体であっても良い。
(2) The fluid transported by the fluid transport pipe is not limited to tap water, but may also be sewage, other known liquids, or gases.

■ 尚、特許請求の範囲の項に図面との対照を便利にす
る為に符号を記すが、該記入により本発明は添付図面の
構造に限定されるものではない。
(2) Although reference numerals are written in the claims section for convenience of comparison with the drawings, the present invention is not limited to the structure shown in the accompanying drawings.

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

図面は本発明に係る流体輸送経路変更工法並びにその工
法に使用する整流部材の実施例を示し、第1図は要部断
面図、第2図、第3図は第1図におけるY−Y矢視方向
からの要部断面図、第4図は要部断面図、第5図は要部
斜視図である。第6図は別実施例を示す要部断面図、第
7図は従来例の説明図である。 (7)・・・・・・切断装置、(9)・・・・・・蓋、
(12)・・・・・・整流部材、(13)・・・・・・
整流面、(14)・・・・・・シール面部、(a)・・
・・・・貫通孔、(A)・・・・・・既設流体輸送管、
(bl)、 (bz)・・・・・・開口部、(B)・・
・・・・筒状体、(C)・・・・・・新設流体輸送管、
(XI)、 (X2)・・・・・・軸芯。
The drawings show an embodiment of the fluid transport route changing construction method according to the present invention and a flow regulating member used in the construction method, and FIG. 1 is a cross-sectional view of the main part, and FIGS. FIG. 4 is a sectional view of the main part as seen from the viewing direction, FIG. 5 is a sectional view of the main part, and FIG. 5 is a perspective view of the main part. FIG. 6 is a sectional view of a main part showing another embodiment, and FIG. 7 is an explanatory diagram of a conventional example. (7)... Cutting device, (9)... Lid,
(12)... Rectifying member, (13)...
Rectifying surface, (14)... Seal surface part, (a)...
...Through hole, (A) ...Existing fluid transport pipe,
(bl), (bz)...opening, (B)...
...Cylindrical body, (C) ...New fluid transport pipe,
(XI), (X2)... Axis core.

Claims (1)

【特許請求の範囲】 1、新設流体輸送管(C)が径方向から連通接続される
筒状体(B)の一端側開口部(b_1)を既設流体輸送
管(A)の管周壁に対して、当該筒状体(B)の軸芯(
X_1)と前記既設流体輸送管(A)の軸芯(X_2)
とを交叉又はほぼ交叉させる姿勢で液密又は気密状態に
固定し、前記筒状体(B)の他端側開口部(b_2)か
ら挿入した切断装置(7)で前記管周壁に貫通孔(a)
を流体の流通を維持したままの不断流状態で形成すると
ともに、前記貫通孔(a)に臨む前記既設流体輸送管(
A)の流路の一方と前記筒状体(B)の他端側開口部(
b_2)とを前記不断流状態で閉塞して、流体輸送経路
を前記筒状体(B)を介して前記既設流体輸送管(A)
と前記新設流体輸送管(C)とに亘る経路に変更する流
体輸送経路変更工法において、前記既設流体輸送管(A
)と前記新設流体輸送管(C)とに亘る一連の流体流れ
方向を整流する整流部材(12)を前記筒状体(B)の
前記他端側開口部(b_2)から挿入して、前記他端側
開口部(b_2)を閉塞する蓋(9)で固定することを
特徴とする流体輸送経路変更工法。 2、前記整流部材(12)を前記筒状体(B)に挿入し
て、当該整流部材(12)で前記貫通孔(a)に臨む前
記既設流体輸送管(A)の流路の一方を閉塞する請求項
1記載の流体輸送経路変更工法。 3、請求項1又は2記載の流体輸送経路変更工法に使用
する整流部材であって、前記筒状体(B)を介して前記
既設流体輸送管(A)と前記新設流体輸送管(C)とに
亘る一連の流体流れ方向を整流する整流面(13)が一
体に形成されている整流部材。 4、前記筒状体(B)の他端側開口部(b_2)に装着
固定されて当該他端側開口部(b_2)を閉塞する蓋(
9)に連設されている請求項3記載の整流部材。 5、前記整流面(13)が一連の筒状に形成されている
請求項3又は4記載の整流部材。 6、前記貫通孔(a)に臨む前記既設流体輸送管(A)
の流路の一方を閉塞するシール面部(14)が備えられ
ている請求項3、4又は5記載の整流部材。
[Claims] 1. One end side opening (b_1) of the cylindrical body (B) to which the new fluid transport pipe (C) is connected in the radial direction is connected to the pipe peripheral wall of the existing fluid transport pipe (A). Then, the axis of the cylindrical body (B) (
X_1) and the axis (X_2) of the existing fluid transport pipe (A)
A through-hole ( a)
is formed in an uninterrupted state while maintaining fluid circulation, and the existing fluid transport pipe (
A) and the opening at the other end of the cylindrical body (B) (
b_2) in the non-flow condition, and the fluid transport path is connected to the existing fluid transport pipe (A) via the cylindrical body (B).
In the method for changing the fluid transport route to a route spanning the existing fluid transport pipe (A) and the new fluid transport pipe (C),
) and the new fluid transport pipe (C), a rectifying member (12) that rectifies a series of fluid flow directions is inserted from the other end side opening (b_2) of the cylindrical body (B), A fluid transport route changing method characterized by fixing the other end side opening (b_2) with a lid (9) that closes it. 2. Insert the flow regulating member (12) into the cylindrical body (B), and use the flow regulating member (12) to control one of the channels of the existing fluid transport pipe (A) facing the through hole (a). The method of changing the fluid transport route according to claim 1, wherein the fluid transport route is closed. 3. A flow regulating member used in the fluid transport route changing method according to claim 1 or 2, which connects the existing fluid transport pipe (A) and the new fluid transport pipe (C) via the cylindrical body (B). A rectifying member that is integrally formed with a rectifying surface (13) that rectifies a series of fluid flow directions. 4. A lid (which is attached and fixed to the other end opening (b_2) of the cylindrical body (B) and closes the other end opening (b_2).
9) The rectifying member according to claim 3, which is connected to the rectifying member. 5. The flow regulating member according to claim 3 or 4, wherein the flow regulating surface (13) is formed in a series of cylindrical shapes. 6. The existing fluid transport pipe (A) facing the through hole (a)
6. The rectifying member according to claim 3, further comprising a sealing surface portion (14) that closes one of the flow paths.
JP5933090A 1990-03-09 1990-03-09 Fluid transport route changing method and rectifying member used in the method Expired - Lifetime JP2914704B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5933090A JP2914704B2 (en) 1990-03-09 1990-03-09 Fluid transport route changing method and rectifying member used in the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5933090A JP2914704B2 (en) 1990-03-09 1990-03-09 Fluid transport route changing method and rectifying member used in the method

Publications (2)

Publication Number Publication Date
JPH03260497A true JPH03260497A (en) 1991-11-20
JP2914704B2 JP2914704B2 (en) 1999-07-05

Family

ID=13110222

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5933090A Expired - Lifetime JP2914704B2 (en) 1990-03-09 1990-03-09 Fluid transport route changing method and rectifying member used in the method

Country Status (1)

Country Link
JP (1) JP2914704B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100954698B1 (en) * 2009-11-25 2010-04-23 이상록 Water control valve of multiple functions with the flow water information means

Also Published As

Publication number Publication date
JP2914704B2 (en) 1999-07-05

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