JPH05132995A - Connection method with existing pipe in sewer pipe - Google Patents
Connection method with existing pipe in sewer pipeInfo
- Publication number
- JPH05132995A JPH05132995A JP3318454A JP31845491A JPH05132995A JP H05132995 A JPH05132995 A JP H05132995A JP 3318454 A JP3318454 A JP 3318454A JP 31845491 A JP31845491 A JP 31845491A JP H05132995 A JPH05132995 A JP H05132995A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- existing
- sewer pipe
- sewer
- bypass
- 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
Landscapes
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
(57)【要約】
【目的】 既設の下水道管における工事場所やマンホー
ルの改修場所の排水を排水ポンプ等を用いることなく良
好に行なえ、前記工事の作業場所が良好に確保できる下
水道管に関する工事方法を提供する。
【構成】 既設下水道本管2およびマンホール1と新設
下水道管4との接続作業において、前記既設下水道本管
2の軸に対して左右一方に切回しバイパス管8を設置す
るとともに既設下水道管2の残りの部分を止水板5a、
5bで閉鎖し、さらに切回しバイパス管8と止水板5
a、5bのそれぞれの外周部と既設下水道本管2の内壁
との間をエアーチューブ6で密封し、2つの止水板の間
の位置の既設下水道本管2に新設下水道管4を接続する
ようにした。
(57) [Summary] [Purpose] A construction method for sewer pipes that enables good drainage of construction sites for existing sewer pipes and manhole repair sites without the use of drainage pumps, etc. I will provide a. [Structure] In connection work between the existing sewer main 2 and manhole 1 and the new sewer main 4, a bypass pipe 8 is installed on both sides of the axis of the existing sewer main 2 and a bypass pipe 8 is installed. The remaining part is the water stop plate 5a,
It is closed at 5b and further turned around, bypass pipe 8 and water stop plate 5
A space between each outer peripheral portion of a and 5b and the inner wall of the existing sewer main 2 is sealed with an air tube 6, and the new sewer pipe 4 is connected to the existing sewer main 2 located between the two water stop plates. did.
Description
【0001】[0001]
【産業上の利用分野】本発明は、下水道管の工事に関
し、さらに詳しくは、下水道管における既設管と新設管
との接続方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to construction of sewer pipes, and more particularly to a method of connecting an existing pipe and a new pipe in the sewer pipe.
【0002】[0002]
【従来の技術】従来の下水道管に関する工事方法におい
て、既設の下水道管に新設の下水道管を取り付けたりマ
ンホールの改修の際、その工事場所に下水が流入するの
を防ぐための止水は、その工事場所の上流のマンホール
に土のうを積み上げて止水している。止水後、前記上流
のマンホール等に流れこむ下水は、排水ポンプにより揚
水して工事場所を迂回させ下流にある既設下水道管やマ
ンホールに排出し、新設管の取り付け工事やマンホール
の改修等を行っている。2. Description of the Related Art In a conventional construction method for sewer pipes, when installing a new sewer pipe to an existing sewer pipe or repairing a manhole, the water stoppage to prevent the sewer from flowing into the construction site is A sandbag is piled up in the manhole upstream of the construction site to stop the water. After stopping the water, the sewage flowing into the upstream manholes, etc. is pumped up by a drainage pump to bypass the construction site and discharged to the existing sewer pipes and manholes downstream, where new pipes are installed and manholes are repaired. ing.
【0003】[0003]
【発明が解決しようとする課題】しかしながら上記従来
の下水道管に関する工事方法では、下記のような問題が
ある。下水道は、家庭の雑排水,工場の排水等で常時流
量があるため、上水道のように遮水することは不可能に
近い。雨天時などは、一時的に大量の雨水が流入し、既
設の下水道管における工事場所やマンホールの改修場所
の排水が排水ポンプでは排水しきれないことが多い。さ
らに、マンホール等は数箇所の下水道管が集まるため、
改修時にはこの下水の排水処理に困り、改修場所のマン
ホール以外のマンホールにも個々に排水ポンプを設置し
なければならないことにもなり、多くの排水ポンプが必
要となることも多々ある。そこで、本発明の目的は、既
設の下水道管の工事場所やマンホールの改修場所におけ
る排水を、排水ポンプを用いることなく良好に行なえ、
前記工事の作業場所が良好に確保できる下水道管に関す
る工事方法を提供することにある。However, the above-mentioned conventional construction method for a sewer pipe has the following problems. Sewerage has a constant flow rate due to household miscellaneous wastewater, factory wastewater, etc., so it is almost impossible to block water like water supply. In the case of rain, a large amount of rainwater temporarily flows in, and drainage pumps often cannot drain the drainage from construction sites of existing sewer pipes and manhole repair sites. In addition, as manholes gather sewer pipes at several locations,
At the time of rehabilitation, there is a problem with the wastewater treatment of this sewage, and it is often necessary to install drainage pumps in manholes other than the manhole at the rehabilitation site, and many drainage pumps are often required. Therefore, an object of the present invention is to perform good drainage at an existing sewer pipe construction site or manhole renovation site without using a drainage pump,
An object of the present invention is to provide a construction method for a sewer pipe that can secure a good work place for the construction.
【0004】[0004]
【課題を解決するための手段】本発明は、下水道管およ
びマンホールにおける既設下水道管と新設下水道管との
接続作業において、上記目的を達成したものである。す
なわち既設下水道管の軸に対して左右一方に半円筒状の
切回しバイパス管を設置するとともに、切回しバイパス
管の軸方向両端で既設下水道管内の残りの部分を止水板
で閉鎖し、さらに切回しバイパス管と止水板との外周
と、既設下水道管内壁との間の隙間をエアーチューブで
密封し、切回しバイパス管内を下水が流れる状態とし
て、2つの止水板の間の位置の既設下水道管に新設下水
道管を接続する。また前記既設下水道管に他の小径の既
設下水道管が連通されている場合は、小径の下水道管内
に円形の止水板を固定するとともにその外周をエアーチ
ューブで密封し、円形の止水板の集水口に取り付けられ
たフレキシブルチューブを介して集水口からの下水を切
回しバイパス管内に流出させる。The present invention has achieved the above object in the work of connecting a sewer pipe and an existing sewer pipe to a new sewer pipe in a manhole. That is, a semi-cylindrical turning bypass pipe is installed on one side of the axis of the existing sewer pipe, and at the axial ends of the turning bypass pipe, the remaining part of the existing sewer pipe is closed with water stop plates. The gap between the outer circumference of the bypass bypass pipe and the water stop plate and the inner wall of the existing sewer pipe is sealed with an air tube, and the sewage flows in the bypass bypass pipe. Connect the new sewer pipe to the pipe. When another existing small diameter sewer pipe is connected to the existing sewer pipe, the circular water stop plate is fixed while the circular water stop plate is fixed in the small diameter sewer pipe, and the outer periphery of the circular water stop plate is sealed. The sewage from the water collecting port is circulated through the flexible tube attached to the water collecting port and discharged into the bypass pipe.
【0005】[0005]
【作用】本発明の下水道管における既設管との接続方法
では、既設下水管と新設下水管の接続作業等において、
その作業用空間への下水の流れ込みを迂回させる組立て
式の切回しバイパス管またはフレキシブルチューブ管等
を既設下水管に設置しているので、前記既設下水管と新
設下水管の接続作業等の時もその作業前と同様に排水を
行なうことができる。したがって、排水ポンプ等を用い
ることなく、前記接続作業場所が良好に確保できるの
で、前記接続作業が従来より容易に行える。[Operation] In the connection method of the sewer pipe of the present invention with the existing sewer pipe, when connecting the existing sewer pipe and the new sewer pipe,
Since an assembly-type diversion bypass pipe or flexible tube pipe that diverts the inflow of sewage into the working space is installed in the existing sewer pipe, even when connecting the existing sewer pipe and the new sewer pipe, etc. The drainage can be performed as before the work. Therefore, since the connection work place can be satisfactorily secured without using a drainage pump or the like, the connection work can be performed more easily than before.
【0006】[0006]
【実施例】以下、図に示す実施例により本発明をさらに
詳細に説明する。なお、これにより本発明が限定される
ものではない。図1は、本発明の実施例を示す組立式の
切回しバイパス管8によるマンホールにおける既設下水
道管と新設下水道管の接続部の平面図である。図2は、
図1に示す既設下水道本管2に設置した切回しバイパス
管8を下流側からみた要部図である。既設のマンホール
1には、既設下水道本管2および既設下水道枝管3がマ
ンホール1を中心とし左右から集っている。なお、通常
は既設下水道本管2および既設下水道枝管3とも下水が
常時流れている。新設下水管4は、マンホール1のコン
クリート壁にこれから新たに取付ける下水管であり、図
5に示すように新設下水管4は、シールド立抗15に配
置したシールド機14によって掘削した後に取付けられ
る。The present invention will be described in more detail with reference to the embodiments shown in the drawings. The present invention is not limited to this. FIG. 1 is a plan view of a connecting portion between an existing sewer pipe and a new sewer pipe in a manhole by an assembly-type turnaround bypass pipe 8 showing an embodiment of the present invention. Figure 2
It is a principal part figure which looked at the bypass bypass pipe 8 installed in the existing sewer main 2 shown in FIG. 1 from the downstream side. In the existing manhole 1, existing sewer mains 2 and existing sewer branches 3 are gathered from the left and right with the manhole 1 as the center. In addition, normally, sewage always flows through the existing sewer main pipe 2 and the existing sewer branch pipe 3. The new sewer pipe 4 is a sewer pipe to be newly attached to the concrete wall of the manhole 1, and as shown in FIG. 5, the new sewer pipe 4 is attached after excavation by the shield machine 14 arranged on the shield shaft 15.
【0007】以下に、マンホール1における既設下水道
本管2および既設下水道枝管3と新設下水道管4の接続
方法を説明する。まず、マンホール1および既設下水道
本管2の内部で切回しバイパス管8を組み立てる。これ
は、切回しバイパス管8を組上げた状態で、マンホール
1および既設下水道本管2の中に入れるのが困難なため
である。なお、切回しバイパス管8は、半円筒形であ
り、既設下水道本管2内の軸線方向に対して左右一方に
配置されて、その中を下水が通過するようにして、作業
空間11には切回しバイパス管の仕切板5cにより作業
用空間11に下水が行かないように迂回させる。図1お
よび図2に示すように、既設下水道管内で切回しバイパ
ス管8が配置された残りの部分に下水が流れないように
するため、切回しバイパス管8の軸線方向両端に半円の
止水板5a,5bが配置される。なお本実施例では止水
板5a、5bは切回しバイパス管8に取付けた。切回し
バイパス管8と止水板5a、5bを既設下水道本管2の
コンクリート壁に固定する方法は、止水板5や切回しバ
イパス管8等が下水で押し流されないように、固定ボル
ト7によりコンクリート壁へ強固に固定する。さらに切
回しバイパス管8の軸方向両端外周部と止水板5a、5
bの外周に漏水防止のための環状エアーチューブ6を設
けておき、それにポンプでエアーを注入して膨らませる
ことにより、既設下水道本管2のコンクリート内壁と、
切回しバイパス管8の外周及び止水板5a,5bの外周
縁との間を密封させ、作業用空間11への漏水を防いで
いる。以上により、既設下水道本管2の中を流れる下水
は、図2に示すように切回しバイパス管8の中のみを流
れるようになる。A method of connecting the existing sewer main 2 and the existing sewer branch 3 to the new sewer 4 in the manhole 1 will be described below. First, the bypass pipe 8 is assembled inside the manhole 1 and the existing sewer main pipe 2. This is because it is difficult to insert the bypass bypass pipe 8 into the manhole 1 and the existing sewer main 2 in the assembled state. The bypass bypass pipe 8 has a semi-cylindrical shape and is arranged on one of the left and right sides with respect to the axial direction in the existing sewer main pipe 2 so that the sewage can pass through the bypass pipe 8 in the working space 11. The partition plate 5c of the bypass bypass pipe diverts the work space 11 so that sewage does not flow. As shown in FIGS. 1 and 2, in order to prevent sewage from flowing into the remaining part of the existing sewer pipe where the bypass bypass pipe 8 is arranged, semicircular stoppers are provided at both ends in the axial direction of the bypass bypass pipe 8. Water plates 5a and 5b are arranged. In this embodiment, the water blocking plates 5a and 5b were turned around and attached to the bypass pipe 8. The method for fixing the turning bypass pipe 8 and the water blocking plates 5a, 5b to the concrete wall of the existing sewer main 2 is to secure the water blocking plate 5 and the turning bypass pipe 8 etc. by the fixing bolts 7 so as not to be washed away by the sewage. To firmly fix it to the concrete wall. Furthermore, the outer peripheral portions of both ends of the bypass bypass pipe 8 in the axial direction and the water stop plates 5a, 5
An annular air tube 6 for preventing water leakage is provided on the outer circumference of b, and air is injected into the tube by the pump to inflate it, thereby forming a concrete inner wall of the existing sewer main 2,
The outer periphery of the bypass bypass pipe 8 and the outer peripheral edges of the water blocking plates 5a and 5b are sealed to prevent water leakage to the working space 11. As described above, the sewage flowing in the existing sewer main 2 flows only in the bypass bypass pipe 8 as shown in FIG.
【0008】次に、小径の既設下水枝管3を流れる下水
を切回しバイパス管8の中へ流し、さらに下流の下水道
管に流すための工事をする。図3は、既設下水枝管3内
に設置した円形止水板12を上流側からみた図である。
図4は、図1に示す既設下水枝管3内に設置した円形止
水板12の周辺の断面図である。まず、円形止水板12
を既設下水枝管3内に取り付ける。このとき、円形止水
板12等は下水で押し流されないように、固定ボルト7
により既設下水枝管3のコンクリート壁へ強固に固定す
る。さらに円形止水板12の外周に設けたドーナツ型エ
アーチューブ10にポンプでエアーを注入して膨らませ
ることにより、円形止水板12の外周と既設下水枝管3
の内壁との間を密封させて、漏水を防いでいる。既設下
水枝管3内の下水は、円形止水板12の集水口13に取
付けたフレキシブルチューブ管9にて切回しバイパス管
8の中へ流し、さらに下流の下水道管に流出させる。以
上により、図1に示す作業空間11には、下水は流れ込
まず漏水もなく良好な環境で作業ができるので、新設下
水管4をマンホール1のコンクリート壁に取り付ける作
業が容易にできる。前記作業が完了すれば、切回しバイ
パス管8を分割して撤去し、他の作業用具も撤去して、
新設下水管4の接続工事が完了する。Next, construction is carried out so that the sewage flowing through the existing small-size sewage branch pipe 3 is diverted to flow into the bypass pipe 8 and further into the downstream sewer pipe. FIG. 3 is a view of the circular water stop plate 12 installed in the existing sewer branch pipe 3 as viewed from the upstream side.
FIG. 4 is a sectional view of the periphery of the circular water blocking plate 12 installed in the existing sewer branch pipe 3 shown in FIG. First, the circular water stop plate 12
Is installed in the existing sewer branch 3. At this time, the circular water blocking plate 12 and the like are fixed by the fixing bolts 7 so that they are not washed away by the sewage.
To firmly fix the existing sewer branch pipe 3 to the concrete wall. Further, air is pumped into the doughnut-shaped air tube 10 provided on the outer periphery of the circular water stop plate 12 to inflate it, and the outer periphery of the circular water stop plate 12 and the existing sewer branch pipe 3
The inner wall of the is sealed to prevent water leakage. The sewage in the existing sewage branch pipe 3 is circulated by the flexible tube pipe 9 attached to the water collecting port 13 of the circular water blocking plate 12, flows into the bypass pipe 8, and is further discharged to the downstream sewer pipe. As described above, since the sewage does not flow into the working space 11 shown in FIG. 1 and the work can be performed in a favorable environment without water leakage, the work of attaching the new sewer pipe 4 to the concrete wall of the manhole 1 can be easily performed. When the above work is completed, the turning bypass pipe 8 is divided and removed, and other work tools are also removed,
The connection work for the new sewer pipe 4 is completed.
【0009】[0009]
【発明の効果】本発明の下水道管における既設管との接
続方法によれば、組立て式の切回しバイパス管またはフ
レキシブルチューブ管を既設管に設置することにより、
すべての排水は本流に排水されて、既設管と新設管の接
続作業等の時の排水を良好に行なうことができ、前記接
続作業場所が良好に確保できるので、排水ポンプ等を用
いることなく、前記接続作業が従来より容易に行える。
また、大雨等による増水でも止水板を脱着することによ
り、前記既設管の通常の管経が確保できる。According to the method of connecting a sewer pipe to an existing pipe of the present invention, by installing a prefabricated diversion bypass pipe or a flexible tube pipe in the existing pipe,
All drainage is drained to the mainstream, which allows good drainage when connecting existing pipes and new pipes, and because the connection work location can be secured well, without using a drainage pump, etc. The connection work can be performed more easily than before.
Also, even when the water level increases due to heavy rain or the like, the normal pipe diameter of the existing pipe can be secured by removing the water blocking plate.
【図1】本発明の実施例を示す組立式の切回しバイパス
管等によるマンホールにおける既設下水道管と新設下水
道管の接続部の平面図である。FIG. 1 is a plan view of a connecting portion between an existing sewer pipe and a new sewer pipe in a manhole by an assembly-type turn around bypass pipe or the like showing an embodiment of the present invention.
【図2】図1に示す既設下水道本管に設置した切回しバ
イパス管を下流側からみた要部図である。FIG. 2 is a principal view of a bypass bypass pipe installed in the existing sewer main shown in FIG. 1 as viewed from the downstream side.
【図3】図1に示す既設下水枝管を上流側からみた図で
ある。FIG. 3 is a view of the existing sewer branch pipe shown in FIG. 1 viewed from the upstream side.
【図4】図1に示す既設下水枝管内に設置した円形止水
板の周辺の断面図である。FIG. 4 is a cross-sectional view around a circular water stop plate installed in the existing sewer branch pipe shown in FIG.
【図5】マンホールにおける既設下水道管と新設下水道
管の接続部の断面図である。FIG. 5 is a cross-sectional view of a connection portion between an existing sewer pipe and a new sewer pipe in a manhole.
1 マンホール 2 既設下水道本管 3 既設下水枝管 4 新設下水管 5 止水板 6 エアーチューブ 8 切回しバイパス管 9 フレキシブルチューブ管 10 ドーナツ型エアーチューブ 13 集水口 1 Manhole 2 Existing sewer main 3 Existing sewer branch 4 New sewer 5 Water stop plate 6 Air tube 8 Turning bypass pipe 9 Flexible tube 10 Donut type air tube 13 Water intake
Claims (2)
下水道管と新設下水道管との接続作業において、既設下
水道管の軸に対して左右一方に半円筒状の切回しバイパ
ス管を設置するとともに、切回しバイパス管の軸方向両
端で既設下水道管内の残りの部分を止水板で閉鎖し、さ
らに切回しバイパス管と止水板との外周と、既設下水道
管内壁との間の隙間をエアーチューブで密封し、切回し
バイパス管内を下水が流れる状態として、2つの止水板
の間の位置の既設下水道管に新設下水道管を接続するこ
とを特徴とする下水道管における既設管との接続方法。1. In connection work between a sewer pipe and an existing sewer pipe in a manhole and a new sewer pipe, a semi-cylindrical turning bypass pipe is installed on one side of the axis of the existing sewer pipe, and the turning bypass pipe is installed. The remaining part of the existing sewer pipe is closed at both ends in the axial direction of the pipe with a water stop plate, and further cut off, and the gap between the outer circumference of the bypass pipe and the water stop plate and the inner wall of the existing sewer pipe is sealed with an air tube. A method for connecting a new sewer pipe to an existing sewer pipe at a position between two water blocking plates, with the sewer pipe being in a state of flowing through the bypass bypass pipe.
道管が連通されており、小径の下水道管内に円形の止水
板を固定するとともにその外周をエアーチューブで密封
し、円形の止水板の集水口に取り付けられたフレキシブ
ルチューブを介して集水口からの下水を切回しバイパス
管内に流出させることを特徴とする請求項1の下水道管
における既設管との接続方法。2. An existing sewer pipe having a small diameter is connected to the existing sewer pipe, and a circular water stop plate is fixed in the sewer pipe having a small diameter, and the outer periphery thereof is sealed with an air tube to make a circular water stop. The method for connecting a sewer pipe to an existing pipe according to claim 1, wherein the sewage from the water collection port is diverted through the flexible tube attached to the water collection port of the plate to flow into the bypass pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3318454A JP2714292B2 (en) | 1991-11-06 | 1991-11-06 | Connection method with existing pipes in sewer pipes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3318454A JP2714292B2 (en) | 1991-11-06 | 1991-11-06 | Connection method with existing pipes in sewer pipes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH05132995A true JPH05132995A (en) | 1993-05-28 |
| JP2714292B2 JP2714292B2 (en) | 1998-02-16 |
Family
ID=18099302
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3318454A Expired - Fee Related JP2714292B2 (en) | 1991-11-06 | 1991-11-06 | Connection method with existing pipes in sewer pipes |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2714292B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08150659A (en) * | 1994-09-28 | 1996-06-11 | Shonan Gosei Jushi Seisakusho:Kk | Manhole lining method |
-
1991
- 1991-11-06 JP JP3318454A patent/JP2714292B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08150659A (en) * | 1994-09-28 | 1996-06-11 | Shonan Gosei Jushi Seisakusho:Kk | Manhole lining method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2714292B2 (en) | 1998-02-16 |
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| LAPS | Cancellation because of no payment of annual fees |