JPH0517295U - Manhole secondary pipe fitting - Google Patents
Manhole secondary pipe fittingInfo
- Publication number
- JPH0517295U JPH0517295U JP7224191U JP7224191U JPH0517295U JP H0517295 U JPH0517295 U JP H0517295U JP 7224191 U JP7224191 U JP 7224191U JP 7224191 U JP7224191 U JP 7224191U JP H0517295 U JPH0517295 U JP H0517295U
- Authority
- JP
- Japan
- Prior art keywords
- manhole
- pipe
- main body
- body portion
- sewage
- 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
Links
Landscapes
- Branch Pipes, Bends, And The Like (AREA)
Abstract
(57)【要約】
【目的】 急傾斜地に於けるマンホール設置を行う場
合、マンホール間隔が大きくなり下水流勢が大きくなっ
ても上流からの下水流の直接的流入が十分に防止するこ
とのできるマンホール副管用管継手を得ることを目的と
する。
【構成】 マンホールMに接続される本体部1Aと、本
体部1Aにほぼ直交する副管p用分岐部1Bとからなる
マンホール副管用管継手1において、本体部1Aに開通
する分岐部1Bの開口部2上流側2Aが、上流より分岐
管1Bへ向け(矢印X)漸次低くなるテーパ面3に構成
され、テーパ面3により下水を副管p方向へ案内し易く
する。
(57) [Summary] [Purpose] When installing manholes on steep slopes, direct inflow of sewage from upstream can be sufficiently prevented even if manhole intervals are increased and sewage flow force is increased. The purpose is to obtain a pipe joint for a secondary manhole pipe. [Structure] In a manhole auxiliary pipe joint 1 including a main body portion 1A connected to a manhole M and a secondary pipe p branch portion 1B substantially orthogonal to the main body portion 1A, an opening of a branch portion 1B opening to the main body portion 1A. The upstream side 2A of the portion 2 is configured to have a tapered surface 3 that gradually lowers from the upstream toward the branch pipe 1B (arrow X), and the tapered surface 3 facilitates guiding the sewage in the sub-pipe p direction.
Description
【0001】[0001]
この考案はマンホールに接続される本体部と、該本体部にほぼ直交する副管用 分岐部とからなるマンホール副管用管継手の改良に関する。 The present invention relates to an improvement of a pipe joint for a secondary manhole pipe, which includes a main body portion connected to a manhole and a branch portion for the secondary pipe that is substantially orthogonal to the main body portion.
【0002】[0002]
従来、下水管路では下水管路の保守点検のため所定間隔毎にマンホールが設け られる。そして、このマンホールMにおいて、傾斜地配管の場合は、図3に示す ように上流側下水本管P1を下流側下水本管P2より高位置に接続することが行 われる。 この場合、下水流量が少なくて、マンホールM底部に溜水が殆ど生じないとき は、マンホールM底部が上流側下水本管P1からの落下流水で直接叩打されるの でマンホール底部の損傷を防止するため、並びにマンホール内での保守点検作業 の安全性確保のために副官pを取り付けることが行われる(例えば実公昭60-221 54号、特公昭61-54889号公報等) 。 Conventionally, manholes are installed in the sewer pipeline at regular intervals for maintenance and inspection of the sewer pipeline. Then, in the manhole M, in the case of the sloping ground pipe, as shown in FIG. 3, the upstream side sewage main pipe P1 is connected to a position higher than the downstream side sewage main pipe P2. In this case, when the sewage flow rate is small and almost no accumulated water is generated at the bottom of the manhole M, the bottom of the manhole M is directly tapped by the falling running water from the upstream side main sewer pipe P1 to prevent damage to the bottom of the manhole. For this reason, and in order to ensure the safety of maintenance and inspection work in the manhole, a deputy secretary p is attached (for example, JP 60-221 54, JP 61-54889, etc.).
【0003】[0003]
ところで、上記傾斜地でのマンホール設置の場合、下水流勢が余り大きくなら ないように下水管路の傾斜を勘案して下水管路に沿ったマンホールの間隔を傾斜 が大きくなるほどその間隔を狭く決定するが、急傾斜地に於ける敷設工事では下 水流勢を抑えようとすれば数メートルごとにマンホールを設置する必要が生じ施 工が非常に面倒となる問題があった。 このためやむを得ずマンホールの設置間隔を縮めることなく設けることが行わ れるが、この場合本管P1の長さに応じて流速がどうしても大きくなるため副管 pを設けても流勢により図3に鎖線で示すように副管pの開口部mを乗り越えて 下水Wが流れ、副管pを設けた意味が無くなる問題が生じた。 By the way, when installing manholes on the above-mentioned sloping land, in consideration of the inclination of the sewer pipeline, the spacing of the manholes along the sewer pipeline is determined to be narrower as the inclination increases so that the sewer flow force does not become too large. However, in the laying work on a steep slope, it was necessary to install a manhole every several meters if the sewer flow was to be suppressed, which made the work very troublesome. Therefore, it is unavoidable that the manholes are installed without shortening the installation intervals. In this case, however, the flow velocity inevitably increases according to the length of the main pipe P1. As shown, the sewage W flows over the opening m of the sub-pipe p, and there is a problem that the provision of the sub-pipe p becomes meaningless.
【0004】[0004]
【考案が解決使用とする課題】 この考案は上記問題点に、急傾斜地に於けるマンホール設置を行う場合、マン ホール間隔が大きくなり下水流勢が大きくなっても上流からの下水流の本管側か らの直接的流入が十分に防止することのできるマンホール副管用管継手を提供す ることを目的としてなされたものである。[Problems to be solved and used by the device] The present invention has the above-mentioned problems. When a manhole is installed on a steep slope, the main sewer flow from the upstream side is increased even if the manhole interval becomes large and the sewage flow force becomes large. The purpose of the invention is to provide a pipe joint for a secondary manhole pipe that can sufficiently prevent direct inflow from the side.
【0005】[0005]
即ち、この考案のマンホール副管用管継手は、マンホールに接続される本体部 と、該本体部にほぼ直交する副管用分岐部とからなるマンホール副管用管継手に おいて、本体部に開通する分岐部の開口部上流側が、上流より分岐管へ向け漸次 低くなるテーパ面とされてなることを特徴とするものである。 That is, the pipe joint for a secondary manhole pipe of the present invention is a pipe joint for a secondary pipe for a manhole, which comprises a main body portion connected to the manhole and a branch portion for the secondary pipe that is substantially orthogonal to the main body portion. It is characterized in that the upstream side of the opening of the section is a tapered surface that gradually decreases from the upstream side toward the branch pipe.
【0006】[0006]
次にこの考案の実施例を説明する。 図1はこの考案の実施例の断面図、図2は実施例の使用状態説明図である。 この考案のマンホール副管用管継手1は、マンホールMに接続される本体部1 Aと、本体部1Aにほぼ直交する副管p用分岐部1Bとからなるマンホール副管 用管継手1において、本体部1Aに開通する分岐部1Bの開口部2上流側2Aが 、上流より分岐管1Bへ向け(矢印X)漸次低くなるテーパ面3とされて構成さ れている。 なお、分岐部1Bの下流側2Bは本体部1Aと同一底面高さとされ、テーパ面 3に沿って流下した下水が衝突するようにされている。 また、分岐部の平面形状は断面円形の他、楕円形などとすることもできる。 Next, an embodiment of this invention will be described. FIG. 1 is a sectional view of an embodiment of the present invention, and FIG. 2 is an explanatory view of a usage state of the embodiment. The manhole auxiliary pipe joint 1 of the present invention is a manhole auxiliary pipe joint 1 including a main body portion 1A connected to a manhole M and a secondary pipe p branch portion 1B substantially orthogonal to the main body portion 1A. The opening 2 upstream side 2A of the branch portion 1B which is opened to the portion 1A is formed as a tapered surface 3 which gradually lowers from the upstream side toward the branch pipe 1B (arrow X). The downstream side 2B of the branch portion 1B has the same bottom surface height as that of the main body portion 1A so that the sewage flowing down along the tapered surface 3 collides with it. Further, the plane shape of the branch portion may be an elliptical shape or the like in addition to a circular cross section.
【0007】[0007]
この考案のマンホール副管用管継手1は図2に示すようにマンホールMに接続 され、分岐部1Bには下端がマンホール底M’に開口する副管pが接続される。 この状態において、下水流勢が大きくても下水WはマンホールMへ流入する際 、分岐部の漸次低くなるテーパ面3に沿って流下し、その殆どが副管p方向へ流 れる。また流速が大きい場合であっても下水Wの大部分は分岐部1B下流側の内 面1B’に衝突して副管pへ流入する。 The manhole auxiliary pipe fitting 1 of the present invention is connected to the manhole M as shown in FIG. 2, and the branch pipe 1B is connected to the auxiliary pipe p whose lower end opens to the manhole bottom M '. In this state, even when the sewage flow force is large, when the sewage W flows into the manhole M, the sewage W flows down along the taper surface 3 of the branching portion, which gradually lowers, and most of it flows in the sub-pipe p direction. Even if the flow velocity is high, most of the sewage W collides with the inner surface 1B 'on the downstream side of the branch portion 1B and flows into the auxiliary pipe p.
【0008】[0008]
以上説明したように、この考案のマンホール副管用管継手によれば急傾斜地な ど下水流勢が大きくなる条件下であっても、テーパ面3によって副管p方向へ下 水が案内されるのでマンホールM内への直接的流入落下が有効に防止され、保守 作業が安全に行えるとともに、下水の落下衝撃によるマンホールM底部の損傷も 有効に防止できるのである。 As explained above, according to the pipe joint for a secondary pipe for a manhole of the present invention, the sewage is guided by the tapered surface 3 in the p direction of the secondary pipe even under the condition that the sewage flow force is large such as on a steep slope. Direct inflow and fall into the manhole M can be effectively prevented, maintenance work can be performed safely, and damage to the bottom of the manhole M due to the falling impact of sewage can be effectively prevented.
【図面の簡単な説明】[Brief description of drawings]
【図1】この考案の実施例の断面図である。FIG. 1 is a sectional view of an embodiment of the present invention.
【図2】実施例の使用状態を示す断面図である。FIG. 2 is a cross-sectional view showing a usage state of the embodiment.
【図3】従来例のマンホールの断面図である。FIG. 3 is a cross-sectional view of a conventional manhole.
1…マンホール副管用管継手 1A…本体部 1B…分岐部 2…開口部 3…
テーパ面1 ... Pipe fitting for manhole auxiliary pipe 1A ... Main body portion 1B ... Branch portion 2 ... Opening portion 3 ...
Tapered surface
Claims (1)
体部にほぼ直交する副管用分岐部とからなるマンホール
副管用管継手において、本体部に開通する分岐部の開口
部上流側が、上流より分岐管へ向け漸次低くなるテーパ
面とされてなることを特徴とするマンホール副管用管継
手。1. A pipe joint for a secondary manhole pipe, comprising a main body portion connected to a manhole and a secondary pipe branch portion substantially orthogonal to the main body portion, wherein an opening upstream side of the branch portion which opens to the main body portion is located upstream from an upstream side. A pipe joint for a secondary manhole pipe, characterized by having a taper surface which gradually decreases toward the branch pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7224191U JPH0517295U (en) | 1991-08-13 | 1991-08-13 | Manhole secondary pipe fitting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7224191U JPH0517295U (en) | 1991-08-13 | 1991-08-13 | Manhole secondary pipe fitting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0517295U true JPH0517295U (en) | 1993-03-05 |
Family
ID=13483599
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7224191U Pending JPH0517295U (en) | 1991-08-13 | 1991-08-13 | Manhole secondary pipe fitting |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0517295U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100775766B1 (en) * | 2007-04-23 | 2007-11-09 | 이기동 | Air distribution control Ventilation duct Air distribution port |
| JP2016061090A (en) * | 2014-09-18 | 2016-04-25 | アロン化成株式会社 | Catch basin and drainage system with the same |
| JP2023020595A (en) * | 2021-07-30 | 2023-02-09 | 前澤化成工業株式会社 | Inner sub-pipe joint |
-
1991
- 1991-08-13 JP JP7224191U patent/JPH0517295U/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100775766B1 (en) * | 2007-04-23 | 2007-11-09 | 이기동 | Air distribution control Ventilation duct Air distribution port |
| JP2016061090A (en) * | 2014-09-18 | 2016-04-25 | アロン化成株式会社 | Catch basin and drainage system with the same |
| JP2023020595A (en) * | 2021-07-30 | 2023-02-09 | 前澤化成工業株式会社 | Inner sub-pipe joint |
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