JPH09203107A - Installation method of temporary drain - Google Patents

Installation method of temporary drain

Info

Publication number
JPH09203107A
JPH09203107A JP8011202A JP1120296A JPH09203107A JP H09203107 A JPH09203107 A JP H09203107A JP 8011202 A JP8011202 A JP 8011202A JP 1120296 A JP1120296 A JP 1120296A JP H09203107 A JPH09203107 A JP H09203107A
Authority
JP
Japan
Prior art keywords
pipe
temporary
sewage
underground
inflow port
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
JP8011202A
Other languages
Japanese (ja)
Inventor
Kunio Yamanaka
邦夫 山中
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.)
Maeda Corp
Original Assignee
Maeda Corp
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 Maeda Corp filed Critical Maeda Corp
Priority to JP8011202A priority Critical patent/JPH09203107A/en
Publication of JPH09203107A publication Critical patent/JPH09203107A/en
Pending legal-status Critical Current

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  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To safely install a temporary drain to connect an inflow port of sewage to an outflow port with excellent workability under the condition where the sewage flows in/out. SOLUTION: A temporary drain pipe 7 to guide the sewage W from an inflow port 5 of an underwater merging cavity 1 to an outflow port 6, and a connection member to connect the temporary drain pipe 7 to the inflow port 5 are prepared, and after a connection member 8 is fitted to the inflow port 5, one end part 7a of the temporary drain pipe 7 is inserted in the outflow port 6 and the other end part 7b is connected to the connection member. The connection member integrates a pipe body 9 to be fitted to the temporary drain pipe 7 with a wall body 10 to cover a space between a base end part of the pipe body 9 and the inflow port inlet 5.

Description

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

【0001】[0001]

【発明の属する技術分野】この発明は、下水が流出入し
ている稼働中の地下合流空洞(合流会所)内に仮排水路
を設置する方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of installing a temporary drainage channel in an operating underground confluence cavity (merging hall) where sewage flows in and out.

【0002】[0002]

【従来の技術】従来、下水が流出入している稼働中の地
下合流空洞内において諸作業を行う場合、作業終了まで
の間、地下合流空洞内に流入する下水の仮排水が行われ
る。仮排水の方法としては、地下合流空洞内に流入した
下水を水中ポンプで排水する方法や、地下合流空洞への
下水の流入口と流出口とを仮排水路で結び、流入口から
流出口へ直接下水を導く方法などがある。しかし水中ポ
ンプによる仮排水では、大雨時等における水量の増大に
対応できず、また、安全性や経済性の面においても問題
があるため、稼働中の地下合流空洞においては仮排水路
が設置される場合が多い。
2. Description of the Related Art Conventionally, when various works are performed in an operating underground confluence cavity where sewage flows in and out, temporary drainage of sewage flowing into the underground confluence cavity is performed until the end of the work. The temporary drainage method is to drain the sewage that has flowed into the underground confluence with an underwater pump, or connect the sewage inlet and outlet to the underground confluence with a temporary drainage channel, and from the inlet to the outlet. There is a method of directing sewage directly. However, provisional drainage with a submersible pump cannot cope with an increase in the amount of water during heavy rain, etc., and there is also a problem in terms of safety and economy. Often.

【0003】[0003]

【発明が解決しようとする課題】しかし、下水が流出入
している稼働中の地下合流空洞内における仮排水路の設
置作業は、水中作業を余儀なくされるため、安全性、施
工性が悪い。この発明は、上記従来の技術の課題を解消
し、地下合流空洞内に下水が流出入している状況下で、
地下合流空洞への下水の流入口と流出口とを結ぶ仮排水
路を安全且つ施工性良く設置することができる仮排水路
の設置方法を提供することを目的とする。
However, the installation work of the temporary drainage channel in the operating underground confluence cavity where the sewage is flowing in and out is forced to perform underwater work, so that the safety and workability are poor. This invention solves the above-mentioned problems of the conventional technology, and under the situation where sewage flows into and out of the underground confluence cavity,
An object of the present invention is to provide a method for installing a temporary drainage channel that can safely and efficiently install a temporary drainage channel that connects an inlet and an outlet of sewage to an underground confluence cavity.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の発明は、地下合流空洞の流入口から
流出口へ下水を導くための仮排水管と、当該仮排水管と
前記流入口とを接続するための接続部材とを用意し、当
該接続部材を前記流入口に取り付けた後、前記仮排水管
の一方の端部を前記流出口に挿入した状態で、もう一方
の端部を前記接続部材に接続するようにした。
In order to achieve the above object, the invention according to claim 1 provides a temporary drainage pipe for guiding sewage from an inlet of an underground confluence cavity to an outlet, and the temporary drainage pipe. A connection member for connecting to the inflow port is prepared, and after the connection member is attached to the inflow port, one end of the temporary drain pipe is inserted into the outflow port and the other end The end portion is connected to the connecting member.

【0005】上記請求項1記載の発明によれば、仮排水
管及び接続部材を用意しておき、接続部材を流入口に取
り付けた後、仮排水管の一方の端部を流出口に挿入した
状態で、もう一方の端部を接続部材に接続するようにし
たので、地下合流空洞に下水が流入している状態で、安
全に、且つ施工性良く仮排水路を設置することができ
る。ここで、仮配水管には主にコルゲート管が使用され
るが、合成樹脂製の管や鋼管なども使用可能である。
According to the first aspect of the present invention, the temporary drainage pipe and the connecting member are prepared, the connecting member is attached to the inlet, and then one end of the temporary drainage pipe is inserted into the outlet. Since the other end is connected to the connecting member in the state, the temporary drainage channel can be installed safely and with good workability in a state where the sewage is flowing into the underground confluence cavity. Here, a corrugated pipe is mainly used as the temporary water pipe, but a synthetic resin pipe or a steel pipe can also be used.

【0006】請求項2記載の発明は、請求項1記載の発
明を前提とし、前記接続部材は、前記仮排水管の端部と
嵌合する管体と、この管体の基端部と前記流入口とを間
を閉塞する壁体とを一体的に形成してなることを特徴と
する。
The invention according to claim 2 is based on the invention according to claim 1, wherein the connecting member is a pipe body fitted to an end portion of the temporary drain pipe, a base end portion of the pipe body, and the pipe body. It is characterized in that it is formed integrally with a wall body that closes the space between the inflow port and the space.

【0007】上記請求項2記載の方法によれば、前記接
続部材を前記流入口に取り付けた後、前記仮排水管の一
方の端部を前記流出口に挿入した状態で、もう一方の端
部を接続部材の管体に嵌合させて接続することにより、
地下合流空洞に下水が流入している状態で、より安全に
且つ作業性良く仮排水路を設置することができる。ここ
で、接続部材の管体は、仮排水管の端部に差し込むこと
ができるように形成されていることが望ましい。
According to the method of claim 2, after the connecting member is attached to the inflow port, one end of the temporary drain pipe is inserted into the outflow port while the other end of the temporary drain pipe is inserted into the outflow port. By fitting and connecting the pipe of the connecting member,
With the sewage flowing into the underground confluence, the temporary drainage can be installed more safely and with good workability. Here, it is desirable that the pipe body of the connection member is formed so that it can be inserted into the end portion of the temporary drain pipe.

【0008】[0008]

【発明の実施の形態】次に、この発明の実施の形態につ
いて図面を参照して説明する。
Next, an embodiment of the present invention will be described with reference to the drawings.

【0009】図1は、地下合流空洞の構造を概略的に示
す平面図であり、この地下合流空洞1には流入管2から
常時下水が流入し、流出管3へ流れている。このような
稼働中の地下合流空洞1において諸作業を行う場合、地
下合流空洞1内に下水が流入しないように、下水の流入
口5と流出口6とを結ぶ仮排水路が設けられる。地下合
流空洞1における諸作業としては、地下合流空洞1にシ
ールド掘進機を到達させて新たな流路(新設シールド)
4を形成した後における、新設流路4の二次覆工作業及
び地下合流空洞1のインバートの施工作業などがある。
FIG. 1 is a plan view schematically showing the structure of an underground confluence cavity. Sewage constantly flows into the underground confluence cavity 1 from an inflow pipe 2 and flows to an outflow pipe 3. When various operations are performed in the underground confluence cavity 1 in operation, a temporary drainage channel connecting the inflow port 5 and the outflow port 6 of the sewage is provided so that the sewage does not flow into the underground confluence cavity 1. As various operations in the underground confluence cavity 1, a shield excavator reaches the underground confluence cavity 1 to create a new flow path (new shield).
After forming 4, the secondary lining work of the new channel 4 and the invert construction work of the underground confluence cavity 1 are performed.

【0010】以下、この発明に係る方法によって上記地
下合流空洞1内に仮排水路を設置する際の一連の作業工
程を図2〜図5に従って説明する。
A series of work steps for installing a temporary drainage channel in the underground confluence 1 by the method according to the present invention will be described below with reference to FIGS.

【0011】この発明に係る仮排水路の設置方法では、
地下合流空洞1内での作業を行うに際し、流入口5から
流出口6へ下水を導くための仮排水管7と、仮排水管7
と流入口5とを接続するための接続部材8とを予め用意
しておく。
In the method for installing the temporary drainage channel according to the present invention,
When performing work in the underground confluence cavity 1, a temporary drain pipe 7 for guiding sewage from the inflow port 5 to the outflow port 6, and a temporary drain pipe 7
And a connecting member 8 for connecting the inflow port 5 with the inflow port 5 are prepared in advance.

【0012】仮排水管7には、流入口5よりも小口径の
コルゲート管が使用される。接続部材8は、仮排水管7
の端部7bに差し込まれる金属製の管体9と、地下合流
空洞1の内面部の流入口5の位置に取り付けられる金属
製の壁体(上流側止水壁)10とからなる。壁体10
は、地下合流空洞1の内面の曲率に合わせて湾曲してお
り、その中央部より若干下方に仮流入口10aが形成さ
れている。管体9は仮流入口10aの周縁部に全周に亙
って溶接されて壁体10と完全に固定されている。これ
ら仮排水管7及び接続部材8は、別途工場で作成された
後作業現場に運ばれる。
As the temporary drainage pipe 7, a corrugated pipe having a smaller diameter than the inflow port 5 is used. The connection member 8 is a temporary drain pipe 7.
And a metal wall body (upstream water stop wall) 10 attached to the position of the inflow port 5 on the inner surface of the underground confluence cavity 1. Wall 10
Is curved according to the curvature of the inner surface of the underground confluence cavity 1, and a temporary inflow port 10a is formed slightly below the central portion thereof. The tubular body 9 is welded over the entire periphery of the temporary inflow port 10a and is completely fixed to the wall body 10. The temporary drainage pipe 7 and the connecting member 8 are transported to the work site after being created in a separate factory.

【0013】現場においては、まず図2に示すように、
地下合流空洞1の流入口5に接続部材8を取り付ける。
また、流出管3の下部には、仮排水管7の受台11を設
置する。接続部材8は、管体9の底面と流入管2の底面
との間に段差が生じないように位置合わせして、アンカ
ーボルトなどで地下合流空洞1の内壁に固定する。受台
11にはH型鋼材など使用し、これを流出管3の弦方向
に水平に掛け渡して設置する。
In the field, first, as shown in FIG.
A connecting member 8 is attached to the inflow port 5 of the underground confluence cavity 1.
A pedestal 11 for the temporary drainage pipe 7 is installed below the outflow pipe 3. The connection member 8 is aligned so that there is no step between the bottom surface of the pipe body 9 and the bottom surface of the inflow pipe 2, and is fixed to the inner wall of the underground confluence cavity 1 by an anchor bolt or the like. An H-shaped steel material or the like is used for the pedestal 11, which is horizontally installed in the chord direction of the outflow pipe 3.

【0014】次に、図3に示すように、仮配水管7をワ
イヤロープ12で地下合流空洞1内に吊り込み、仮配水
管7の一方の端部7aを流出管3内に挿入する。また、
流出管3の底部に逆流防止用の土嚢13を積む。
Next, as shown in FIG. 3, the temporary water distribution pipe 7 is suspended in the underground confluence cavity 1 with the wire rope 12, and one end 7a of the temporary water distribution pipe 7 is inserted into the outflow pipe 3. Also,
A sandbag 13 for backflow prevention is placed on the bottom of the outflow pipe 3.

【0015】そして、図4に示すように、仮配水管7の
一方の端部7aを流出管3内に挿入した状態で、仮配水
管7のもう一方の端部7bを接続部材8の管体9の外側
に嵌め込み、仮配水管7の流出管3側は受台11に支持
させる。この工程を終了した時点で、流入管2からの下
水Wの大部分が仮配水管7を通して流出管3へ導かれる
ようになる。
Then, as shown in FIG. 4, one end 7a of the temporary water pipe 7 is inserted into the outflow pipe 3, and the other end 7b of the temporary water pipe 7 is connected to the pipe of the connecting member 8. It is fitted to the outside of the body 9, and the outflow pipe 3 side of the temporary water pipe 7 is supported by the pedestal 11. When this step is completed, most of the sewage W from the inflow pipe 2 is led to the outflow pipe 3 through the temporary water distribution pipe 7.

【0016】その後、仮配水管7からワイヤーロープ1
2を取り外し、図5に示すように、仮配水管7と流出口
6(流出管3の入り口)との間を閉塞する下流側止水壁
14を構築するとともに、仮配水管7と接続部材8の管
体9との隙間にコーキング材15の充填を行う。
After that, from the temporary water pipe 7 to the wire rope 1
2 is removed, and as shown in FIG. 5, a downstream water blocking wall 14 that blocks between the temporary water distribution pipe 7 and the outflow port 6 (the inlet of the outflow pipe 3) is constructed, and the temporary water distribution pipe 7 and the connecting member are connected. The caulking material 15 is filled in the gap between the tubular body 8 and the tubular body 9.

【0017】以上の一連の作業により、図6に示すよう
に、地下合流空洞1内に下水の流入口5と流出口6とを
結ぶ仮排水路17が形成される。
As shown in FIG. 6, a temporary drainage channel 17 connecting the inflow port 5 and the outflow port 6 of the sewage is formed in the underground confluence cavity 1 by the above series of operations.

【0018】上記実施の形態に示した仮排水路の設置方
法によれば、仮排水管7及び接続部材8を予め工場で作
成して用意しておき、現場においては、接続部材8を流
入口5に取り付けた後、仮排水管7の一方の端部7aを
流出口6に挿入した状態で、もう一方の端部7bを接続
部材8に接続するようにしたので、地下合流空洞1に下
水Wが流入している状況下でも、最小限の水中作業で安
全に且つ施工性良く仮排水路17を設置することができ
る。
According to the method of installing the temporary drainage channel shown in the above-mentioned embodiment, the temporary drainage pipe 7 and the connecting member 8 are prepared and prepared in advance in the factory, and the connecting member 8 is used as the inlet at the site. 5, the one end 7a of the temporary drainage pipe 7 was inserted into the outflow port 6 and the other end 7b was connected to the connecting member 8. Even when W is flowing in, the temporary drainage channel 17 can be installed safely and with good workability with a minimum amount of underwater work.

【0019】なお、上記の例では、仮排水管7としてコ
ルゲート管を用い、接続部材8の管体9とコルゲート管
との間をコーキング材15でシールするようにしている
が、仮排水管7として鋼管を用い、鋼管の端部7bと管
体9の外周部とを全周に亙って溶接することにより水密
性が保たれるようにしてもよい。また、仮排水管7と接
続部材8の管体9とを付き合わせて接合できるように構
成し、両者の接合部を全周に亙って溶接するようにして
もよい。
In the above example, a corrugated pipe is used as the temporary drain pipe 7, and the caulking material 15 is used to seal between the pipe body 9 of the connecting member 8 and the corrugated pipe. As the steel pipe, a watertightness may be maintained by welding the end portion 7b of the steel pipe and the outer peripheral portion of the pipe body 9 over the entire circumference. Further, the temporary drainage pipe 7 and the pipe body 9 of the connection member 8 may be arranged to be joined to each other, and the joint portion of both may be welded over the entire circumference.

【0020】[0020]

【発明の効果】請求項1記載の方法によれば、仮排水管
及び接続部材を用意しておき、接続部材を流入口に取り
付けた後、仮排水管の一方の端部を流出口に挿入した状
態で、もう一方の端部を接続部材に接続するようにした
ので、地下合流空洞に下水が流入している状況下でも、
最小限の水中作業で安全に且つ施工性良く仮排水路を設
置することができる。
According to the method of the first aspect, the temporary drainage pipe and the connecting member are prepared, the connecting member is attached to the inlet, and then one end of the temporary drainage pipe is inserted into the outlet. In this state, the other end is connected to the connecting member, so even if sewage is flowing into the underground confluence cavity,
A temporary drainage channel can be installed safely and with good workability with a minimum of underwater work.

【0021】請求項2記載の方法によれば、仮排水管の
一方の端部を流出口に挿入した状態で、もう一方の端部
を接続部材の管体に嵌合させて接続することにより、地
下合流空洞に下水が流入している状態で、より安全に且
つ施工性良く仮排水路を設置することができる。
According to the second aspect of the present invention, one end of the temporary drainage pipe is inserted into the outflow port, and the other end of the provisional drainage pipe is fitted and connected to the pipe body of the connecting member. It is possible to install a temporary drainage channel more safely and with good workability in a state where sewage is flowing into the underground confluence cavity.

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

【図1】地下合流空洞の構造を概略的に示す平面図であ
る。
FIG. 1 is a plan view schematically showing the structure of an underground confluence cavity.

【図2】この発明の仮排水路の設置方法の実施の形態に
おける作業の内容を説明するための工程図である。
FIG. 2 is a process chart for explaining the contents of work in the embodiment of the method for installing the temporary drainage channel of the present invention.

【図3】図2の工程に続いて行われる作業の内容を説明
するための工程図である。
FIG. 3 is a process diagram for explaining the content of a work performed following the process of FIG.

【図4】図3の工程に続いて行われる作業の内容を説明
するための工程図である。
FIG. 4 is a process diagram for explaining the content of work performed following the process of FIG.

【図5】図4の工程に続いて行われる作業の内容を説明
するための工程図である。
FIG. 5 is a process diagram for explaining the content of work performed following the process of FIG.

【図6】この発明に係る方法により仮排水路が設置され
た地下合流空洞の構造を概略的に示す平面図である。
FIG. 6 is a plan view schematically showing the structure of an underground confluence cavity in which a temporary drainage channel is installed by the method according to the present invention.

【符号の説明】[Explanation of symbols]

1 地下合流空洞 2 流入管 3 流出管(放水管) 4 新設流路 5 流入口 6 流出口 7 仮排水管 7a 端部 7b 端部 8 接続部材 9 管体 10 壁体 11 受台 12 ワイヤーロープ W 下水 1 Underground confluence 2 Inflow pipe 3 Outflow pipe (water discharge pipe) 4 New flow path 5 Inlet 6 Outlet 7 Temporary drainage pipe 7a End part 7b End part 8 Connection member 9 Tube 10 Wall body 11 Cradle 12 Wire rope W sewage

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】下水が流出入している地下合流空洞内に下
水の流入口と流出口とを結ぶ仮排水路を設置する方法で
あって、 前記流入口から前記流出口へ下水を導くための仮排水管
と、当該仮排水管と前記流入口とを接続するための接続
部材とを用意し、 当該接続部材を前記流入口に取り付けた後、 前記仮排水管の一方の端部を前記流出口に挿入した状態
で、もう一方の端部を前記接続部材に接続するようにし
たことを特徴とする仮排水路の設置方法。
1. A method of installing a temporary drainage channel connecting an inflow port and an outflow port of a sewage in an underground confluent cavity where sewage flows in and out, for guiding the sewage from the inflow port to the outflow port. Of the temporary drainage pipe and a connecting member for connecting the temporary drainage pipe and the inlet, and after attaching the connecting member to the inlet, one end of the temporary drainage pipe is A method for installing a temporary drainage channel, characterized in that the other end is connected to the connecting member in a state of being inserted into the outflow port.
【請求項2】前記接続部材は、前記仮排水管の端部と嵌
合する管体と、この管体の基端部と前記流入口とを間を
閉塞する壁体とを一体的に形成してなることを特徴とす
る請求項1記載の仮排水路の設置方法。
2. The connecting member is integrally formed with a pipe body fitted with an end portion of the temporary drain pipe and a wall body closing the base end portion of the pipe body and the inflow port. The method for installing the temporary drainage channel according to claim 1, wherein the temporary drainage channel is installed.
JP8011202A 1996-01-25 1996-01-25 Installation method of temporary drain Pending JPH09203107A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8011202A JPH09203107A (en) 1996-01-25 1996-01-25 Installation method of temporary drain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8011202A JPH09203107A (en) 1996-01-25 1996-01-25 Installation method of temporary drain

Publications (1)

Publication Number Publication Date
JPH09203107A true JPH09203107A (en) 1997-08-05

Family

ID=11771450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8011202A Pending JPH09203107A (en) 1996-01-25 1996-01-25 Installation method of temporary drain

Country Status (1)

Country Link
JP (1) JPH09203107A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013050203A (en) * 2011-08-02 2013-03-14 Sekisui Chem Co Ltd Method for regeneration of existing pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013050203A (en) * 2011-08-02 2013-03-14 Sekisui Chem Co Ltd Method for regeneration of existing pipeline

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