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JP2886482B2 - Concrete manhole with sub tube - Google Patents
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JP2886482B2 - Concrete manhole with sub tube - Google Patents

Concrete manhole with sub tube

Info

Publication number
JP2886482B2
JP2886482B2 JP7152249A JP15224995A JP2886482B2 JP 2886482 B2 JP2886482 B2 JP 2886482B2 JP 7152249 A JP7152249 A JP 7152249A JP 15224995 A JP15224995 A JP 15224995A JP 2886482 B2 JP2886482 B2 JP 2886482B2
Authority
JP
Japan
Prior art keywords
pipe
sub
plug
manhole
inflow pipe
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 - Fee Related
Application number
JP7152249A
Other languages
Japanese (ja)
Other versions
JPH08326142A (en
Inventor
義貴 中居
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.)
Aron Kasei Co Ltd
Original Assignee
Aron Kasei 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 Aron Kasei Co Ltd filed Critical Aron Kasei Co Ltd
Priority to JP7152249A priority Critical patent/JP2886482B2/en
Publication of JPH08326142A publication Critical patent/JPH08326142A/en
Application granted granted Critical
Publication of JP2886482B2 publication Critical patent/JP2886482B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、副管付コンクリ−ト製
マンホ−ルおよびマンホ−ル用副管部材に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete manhole with sub-tube and a sub-tube member for manhole.

【0002】[0002]

【従来の技術】一般に、地表勾配が急な所に設置された
コンクリ−ト製マンホ−ルでは、その側壁に直接、排水
用流入管を設けて解放すると、いわゆる滝落しとなっ
て、汚物が側壁に飛び散って附着したり、インバ−トと
その周辺に汚物が堆積して、マンホ−ルの機能を失うと
共に、この流入管と流出管との段差が0.6m以上ある
ときは、マンホ−ルのインバ−ト等底部を洗掘ないし浸
食することになる。
2. Description of the Related Art In general, when a concrete manhole is installed on a steep surface slope, a drainage inflow pipe is provided directly on a side wall of the manhole and released. When the manhole is lost due to splattering on the side walls or accumulation of dirt on the invert and its surroundings, and the step between the inflow pipe and the outflow pipe is 0.6 m or more, the manhole is used. Scouring or erosion of the bottom of the invert, etc.

【0003】そのため、マンホ−ルの手前または内部に
おいて、立ち下がり管、すなわち、一般的には流入管よ
り1サイズ下の口径の副管を設け、前記滝落しをなくし
て洗掘を防ぐと共に、点検・掃除にも支障のないように
している(例えば、実公昭60−22154号公報参
照)。
For this reason, a falling pipe, that is, a sub pipe having a diameter generally smaller than the inflow pipe by one size is provided before or inside the manhole to prevent the waterfall and prevent scouring. Inspection and cleaning are not hindered (for example, see Japanese Utility Model Publication No. 60-22154).

【0004】かかる副管付コンクリ−ト製マンホ−ルの
1例について詳細に述べる。図4において、この副管付
マンホ−ルは、副管をマンホ−ルの内部に設けたタイプ
であるが、1はマンホ−ル本体で、その底部にインバ−
ト2を形成しており、天井部は蓋3で覆っている。この
マンホ−ル本体1の側壁には、塩ビ製の排水用流入管4
が接続され、また、底部には流出管5が接続されてい
る。
An example of such a concrete manhole with sub-tube will be described in detail. In FIG. 4, this manhole with sub-tube is of a type in which a sub-tube is provided inside the manhole.
A ceiling 2 is covered with a lid 3. The side wall of the manhole body 1 has a drainage inflow pipe 4 made of PVC.
Are connected, and an outlet pipe 5 is connected to the bottom.

【0005】そして、この流入管4にはチ−ズ状の継手
6を介して副管7が立ち下がっている。この副管7は、
接着受口カラ−8、90°エルボ9等から構成され、止
金具10によってマンホ−ル本体1の側壁に固定されて
いる。
[0005] A sub-tube 7 falls from the inflow tube 4 via a cheese-like joint 6. This sub pipe 7
It is composed of an adhesive receiving collar 8, a 90 ° elbow 9 and the like, and is fixed to a side wall of the manhole body 1 by a fastener 10.

【0006】ここにおいて、前記継手6は、図5に示す
ように構成されている。すなわち、この継手本体11は
塩ビ製であって、流入管側には、短管部が若干長寸にな
ったゴム輪受口12を、これと反対側には、横向きキヤ
ップ13を挿入する挿入口14を、上向きには溢流兼点
検口15を、下向きには接着接合された接続管16が、
それぞれ設けられている。この横向きキヤップ13は流
入管4からの排水の流れによる動圧がかかるので、その
挿入部13Aを複数の蝶ネジ17で縫い付けて固着して
いる。
Here, the joint 6 is configured as shown in FIG. That is, the joint body 11 is made of PVC, and a rubber ring socket 12 having a slightly longer short pipe portion is provided on the inflow pipe side, and a lateral cap 13 is inserted on the opposite side thereof. The port 14, the overflow and inspection port 15 upward, and the connection pipe 16 bonded and bonded downward,
Each is provided. Since the horizontal cap 13 is subjected to dynamic pressure due to the flow of drainage from the inflow pipe 4, the insertion portion 13 </ b> A is fixed by sewing with a plurality of thumb screws 17.

【0007】なお、継手本体11の外面には、補強用の
FRPコ−ティング18、および、コンクリ−トとのモ
ルタルコ−キングを向上させるための砂付け加工19を
施している。
The outer surface of the joint body 11 is provided with an FRP coating 18 for reinforcement and a sanding process 19 for improving mortar coking with concrete.

【0008】ところが、かかる副管付コンクリ−ト製マ
ンホ−ルには、次のような問題があった。
However, the concrete manhole with sub-tube has the following problems.

【0009】1)副管7の口径は、一般的には流入管4
より1サイズ下の口径となっており、しかも、排水が水
平方向から垂直方向に流下するため、挿入口14や横向
きキヤップ13の近傍に汚物が残り、それが堆積し、ひ
いては副管7を閉塞するおそれがある。
1) The diameter of the auxiliary pipe 7 is generally
The diameter is one size smaller than that, and the drainage flows down from the horizontal direction to the vertical direction, so that dirt remains in the vicinity of the insertion port 14 and the horizontal cap 13, which accumulates, thereby closing the sub pipe 7. There is a possibility that.

【0010】2)横向きキヤップ13は複数の蝶ネジ1
7で固着しているので、取外しが面倒となり、そのた
め、キヤップのままで流入管4を掃除具で掃除すれば、
副管7へは掃除具が挿入困難となる。したがって、副管
7の掃除は点検口15から掃除具を挿入しなければなら
ず、面倒になる。
2) The horizontal cap 13 includes a plurality of thumb screws 1
Since it is fixed at 7, the removal is troublesome, so if the inflow pipe 4 is cleaned with a cleaning tool while keeping the cap,
It becomes difficult to insert a cleaning tool into the auxiliary pipe 7. Therefore, cleaning of the auxiliary pipe 7 requires insertion of a cleaning tool from the inspection port 15, which is troublesome.

【0011】なお、前掲の実公昭60−22154号公
報で示された副管付コンクリ−ト製マンホ−ルでは、副
管と流入管との交叉部に副管へ下水を導くための三角堰
を設けている。したがって、流入管や副管の掃除に当
り、掃除具の挿入作業が連続して行うことができず、し
かも、三角堰に汚物が堆積すれば、副管を閉塞するおそ
れがあって、副管の機能を失うことになるので、前記の
図示された副管付コンクリ−ト製マンホ−ルにおける問
題点を、依然として有しており、採用できない。
In the concrete manhole with sub pipe shown in Japanese Utility Model Publication No. 60-22154, a triangular weir is provided at the intersection of the sub pipe and the inflow pipe to guide sewage to the sub pipe. Is provided. Therefore, in cleaning the inflow pipe and the sub-pipe, the operation of inserting the cleaning tool cannot be performed continuously, and further, if dirt accumulates on the triangular weir, the sub-pipe may be blocked, Therefore, the above-mentioned problems in the concrete manhole with sub-tube shown above still exist and cannot be adopted.

【0012】[0012]

【課題を解決するための手段】そこで本発明は、これら
の問題を解決するためになされたもので、その要旨とす
るところは、1)水平状流入管と、コンクリ−ト製マン
ホ−ルの内部に設けられた垂直状副管とを、流入管側を
大口径側に配置した径違い径90°大曲りエルボで接続
したことを特徴とする副管付コンクリ−ト製マンホ−ル
にあり、また、2)水平状流入管と、コンクリ−ト製マ
ンホ−ルの内部に設けられた垂直状副管とを90°大曲
りエルボで接続し、該エルボの外曲壁を、前記流入管と
略同一軸線上で、かつ、その反対側に着脱自在に固定し
たプラグの先端面で形成したことを特徴とする副管付コ
ンクリ−ト製マンホ−ルにあり、また、3)水平状流入
管(4)と垂直状副管(7)とを90°大曲りエルボで
接続し、該エルボの外曲壁(25)を、流入管(4)と
略同一軸線で、かつ、その反対側に着脱自在に固定した
プラグ(26)の先端面で形成し、該プラグ(26)
を、該エルボ本体を水平状に一体的に延長した延長部に
設けたプラグ挿入口(28)に、着脱自在に挿入し、該
延長部における、前記流入管(4)側とプラグ挿入口
(28)との間で、かつ、前記副管(7)と略同一軸線
上の部位に、前記プラグ(26)により開閉する開口部
(33)を設けたことを特徴とするマンホ−ル用配管部
材にある。
SUMMARY OF THE INVENTION Accordingly, the present invention has been made to solve these problems. The gist of the invention is as follows: 1) a horizontal inflow pipe and a concrete manhole. A concrete manhole with a sub-tube characterized in that the vertical sub-tube provided inside is connected by a large-diameter elbow with a reduced diameter of 90 ° in which the inflow tube side is arranged on the large-diameter side. And 2) a horizontal inflow pipe and a vertical sub-pipe provided inside a concrete manhole are connected by a large 90 ° elbow, and the outer curved wall of the elbow is connected to the inflow pipe. A manhole made of concrete with a sub-tube, characterized by being formed on the tip surface of a plug removably fixed on substantially the same axis as that of the other side, and 3) horizontal inflow. The pipe (4) and the vertical auxiliary pipe (7) are connected by a 90 ° large bend elbow, and the elbow is connected. The curved wall (25), in the inflow pipe (4) and substantially the same axis, and is formed in the distal end surface of the plug (26) which is removably secured to the opposite side, the plug (26)
Is removably inserted into a plug insertion port (28) provided in an extension part of the elbow body that is horizontally extended integrally, and the inflow pipe (4) side and the plug insertion port ( 28) and an opening (33) opened and closed by the plug (26) at a position substantially on the same axis as the auxiliary pipe (7). In the member.

【0013】[0013]

【実施例】本発明を添付図面に示す実施例により詳細に
述べる。図1は本発明の実施例の要部断面図、図2は図
1の平面図、図3は図1の側面図であるが、図4および
図5で示す従来例と同一ないし共通部分は図示およびそ
の説明を省略する。
BRIEF DESCRIPTION OF THE DRAWINGS The invention will be described in more detail with reference to an embodiment shown in the accompanying drawings. FIG. 1 is a sectional view of a main part of an embodiment of the present invention, FIG. 2 is a plan view of FIG. 1, and FIG. 3 is a side view of FIG. 1. The same or common parts as those of the conventional example shown in FIGS. Illustration and description thereof are omitted.

【0014】本実施例は、コンクリ−ト製マンホ−ルに
設けた塩ビ製流入管の口径が200〜300mmφのも
のに好適であって、したがって、副管の口径はこの流入
管と同径か、1サイズ下の口径になっている。
The present embodiment is suitable for a PVC inflow pipe provided in a concrete manhole having a diameter of 200 to 300 mmφ. Therefore, the diameter of the auxiliary pipe is the same as that of this inflow pipe. The diameter is one size lower.

【0015】図1〜図3において、継手20には、例え
ば200mmφの流入管(図4の符号4参照)が接続さ
れる流入管用受口21が、また、例えば160mmφの
副管(図4の符号7参照)が接続される副管用受口22
がそれぞれ形成され、これらの流入管用受口21と副管
用受口22とを基にして、いわゆる径違い90°大曲り
エルボの仮想管路を形成している。したがって、流入管
用受口21と副管用受口22とは滑らかな曲面構造によ
って連結され、排水の流れを円滑にすると共に、掃除具
の挿入操作を容易にしている。
In FIGS. 1 to 3, the joint 20 is provided with an inlet 21 for an inflow pipe to which a 200 mmφ inflow pipe (see reference numeral 4 in FIG. 4) is connected, and a 160 mmφ auxiliary pipe (see FIG. 4). The sub-pipe socket 22 to which the reference numeral 7 is connected)
Are formed, and based on the inlet 21 for the inflow pipe and the socket 22 for the sub-pipe, a virtual pipe of a so-called 90 ° large bend elbow having a reduced diameter is formed. Therefore, the inlet 21 for the inflow pipe and the socket 22 for the auxiliary pipe are connected by a smooth curved surface structure, which makes the flow of drainage smooth and facilitates the insertion operation of the cleaning tool.

【0016】そして、この仮想90°大曲りエルボにお
ける内曲壁23は継手本体24によって構成され、ま
た、外曲壁25の一部は横向きの受口プラグ26の先端
面27によって、更に、残りの外曲壁25Aは継手本体
24によって、それぞれ構成されている。勿論、残りの
外曲壁25Aはなくてもよく、先端面27で全ての外曲
壁25を構成してもよい。
The inner curved wall 23 of the imaginary 90 ° large-bend elbow is constituted by a joint main body 24, and a part of the outer curved wall 25 is further formed by a distal end surface 27 of a lateral socket plug 26. The outer curved wall 25A is formed by the joint body 24, respectively. Of course, the remaining outer curved wall 25A may not be provided, and all the outer curved walls 25 may be constituted by the distal end surface 27.

【0017】すなわち、この受口プラグ(単にプラグと
もいう)26は塩ビ射出成形品またはFRP成形品であ
り、また、継手本体24を水平状に延長した延長部に横
向き受口(プラグ挿入口ともいう)28を設け、この横
向き受口28に前記受口プラグ26は挿入される。そし
て、受口プラグ26の先端面27が、前記のように仮想
90°大曲りエルボの外曲壁25を構成するので、先端
面27は仮想管路の約上半部を担持する凹状湾曲面で形
成されている。
That is, the receiving plug (also simply referred to as a plug) 26 is a PVC injection-molded product or an FRP molded product, and has a horizontal receiving port (also referred to as a plug insertion port) in an extension of the joint body 24 extending horizontally. 28), and the receptacle plug 26 is inserted into the lateral receptacle 28. Since the distal end surface 27 of the receiving plug 26 forms the outer curved wall 25 of the virtual 90 ° large-bend elbow as described above, the distal end surface 27 is a concave curved surface that carries the upper half of the virtual conduit. It is formed with.

【0018】また、この受口プラグ26の差口部29の
外端には、フランジ30が一体的に形成され、一方、継
手本体24の横向き受口28の開口端には、継手本体2
4に接着されたド−ナツ塩ビ板によってフランジ31が
形成されている。これらのフランジ30,31は複数の
ボルト・ナット(不図示)によって着脱自在に固着され
る。なお、32はボルト孔を示すが、受口プラグ26の
先端面27を所定の向きにセットするため、これらのフ
ランジ30,31を接合するときの目印(不図示)を設
けている。
A flange 30 is integrally formed at the outer end of the spigot portion 29 of the socket plug 26, while the opening end of the lateral socket 28 of the joint body 24 is connected to the joint body 2.
The flange 31 is formed by a donut polyvinyl chloride plate bonded to 4. These flanges 30 and 31 are detachably fixed by a plurality of bolts and nuts (not shown). Although reference numeral 32 denotes a bolt hole, a mark (not shown) for joining these flanges 30 and 31 is provided in order to set the distal end surface 27 of the socket plug 26 in a predetermined direction.

【0019】また、継手本体24には、上向きに塩ビ製
リング33Aを嵌合・接着したキヤップ挿入口(単に開
口部ともいう)33が設けられ、このキヤップ挿入口3
3に、ツマミ34を有するキヤップ35が着脱自在に挿
入される。なお、このキヤップ35は、前記図4で示す
従来例のように挿入しなくてもよい。なお、図2中、1
8はFRPコ−ティングを示す。
The joint body 24 is provided with a cap insertion opening (also simply referred to as an opening) 33 in which a PVC ring 33A is fitted and adhered upward.
3, a cap 35 having a knob 34 is removably inserted. The cap 35 need not be inserted as in the conventional example shown in FIG. In FIG. 2, 1
8 shows FRP coating.

【0020】次に、本実施例の作用を述べる。流入管
(4)(カッコ内符号は、従来例の図4および図5のも
のを参照、以下同じ)を接続するコンクリ−ト製マンホ
−ル本体(1)に継手本体24をモルタルにより固定す
る。そして、流入管用受口21に流入管(4)を、副管
用受口22に副管(7)を接着接合すると共に、横向き
受口28に受口プラグ26を挿入して、ボルト・ナット
で固定する。
Next, the operation of this embodiment will be described. The joint main body 24 is fixed by mortar to the concrete manhole main body (1) to which the inflow pipe (4) (the reference numerals in parentheses are those shown in FIGS. 4 and 5 of the prior art, the same applies hereinafter). . Then, the inflow pipe (4) is bonded to the inflow pipe receptacle 21 and the sub pipe (7) is adhesively bonded to the sub pipe receptacle 22, and the receptacle plug 26 is inserted into the lateral receptacle 28, and the bolt and nut are used. Fix it.

【0021】したがって、流入管(4)を流れる排水
は、受口プラグ26の滑らかな曲面になった先端面27
により、垂直下方にスム−ズに流れ、固形物の堆積を防
ぐ。
Therefore, the drainage flowing through the inflow pipe (4) is transferred to the smoothly curved distal end surface 27 of the receiving plug 26.
Thereby, it smoothly flows vertically downward, and prevents accumulation of solid matter.

【0022】また、流入管(4)や副管(7)を掃除ロ
ッド等の掃除具によって掃除するときは、受口プラグ2
6を外さなくても、流入管(4)側から挿入すれば先端
面27に案内されて副管(7)の掃除ができる。
When cleaning the inflow pipe (4) and the auxiliary pipe (7) with a cleaning tool such as a cleaning rod, the receptacle plug 2
Even if 6 is not removed, if it is inserted from the inflow pipe (4) side, it is guided by the distal end surface 27 and the sub pipe (7) can be cleaned.

【0023】なお、本実施例の継手20は、塩ビ製流入
管(4)と接続するのにTS接合で構成したが、図4で
示すようにゴム輪接合で構成してもよい。また、流入管
(4)に塩ビ管でなく、ヒュ−ム管を用いてもよく、そ
の場合、流入管用受口21はモルタルコ−キングができ
る拡径受口にする。
Although the joint 20 of this embodiment is formed by a TS joint for connection to the PVC inflow pipe (4), it may be constituted by a rubber ring joint as shown in FIG. A hume pipe may be used instead of a PVC pipe for the inflow pipe (4). In this case, the inflow pipe port 21 is an enlarged diameter port through which mortar coking can be performed.

【0024】また、受口プラグ26を継手本体24に固
定するのに、フランジ接合で構成したが、バヨネット接
合であってもよい。
Further, although the receiving plug 26 is fixed to the joint main body 24 by a flange connection, it may be a bayonet connection.

【0025】[0025]

【発明の効果】本発明によれば、流入管と副管とを90
°エルボで接続したので、その接続部で排水が円滑に流
れ、固形物の残存がなく、副管を閉塞することがない
し、副管への掃除具の挿入も容易にできる。しかも、9
0°エルボの外曲壁をプラグの先端面で構成したので、
プラグの取外し作業のみにより、副管のオ−バホ−ル的
な掃除ができる。
According to the present invention, the inflow pipe and the sub pipe are connected to each other by 90.
° Since the connection was made with an elbow, the drainage smoothly flows at the connection, there is no solid matter remaining, the sub-pipe is not closed, and the cleaning tool can be easily inserted into the sub-pipe. And 9
Since the outer curved wall of the 0 ° elbow is composed of the tip of the plug,
Only by removing the plug, the secondary pipe can be cleaned in an overhaul manner.

【0026】その上、大曲りエルボ形状をした配管部材
によって、副管をマンホ−ル内に設置するとき、副管が
マンホ−ル壁に接近でき、マンホ−ル内空間を大きく
し、マンホ−ル内自身の点検・掃除作業時のスペ−スが
大きくなる。
In addition, when the sub-pipe is installed in the manhole by the piping member having a large bent elbow shape, the sub-pipe can approach the manhole wall, and the space inside the manhole is enlarged, and the manhole is enlarged. The space for inspection and cleaning work inside the tool itself is increased.

【0027】また、請求項3のマンホ−ル用配管部材に
よれば、プラグを着脱することにより、直交して配置さ
れているプラグ挿入口と開口部とが同時に開閉でき、マ
ンホ−ルの点検・掃除の作業性が向上する。
Further, according to the manhole piping member of the third aspect, by inserting and removing the plug, the plug insertion port and the opening arranged orthogonally can be simultaneously opened and closed, and the inspection of the manhole can be performed.・ The workability of cleaning is improved.

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

【図1】本発明の実施例の要部断面図である。FIG. 1 is a sectional view of a main part of an embodiment of the present invention.

【図2】図1の平面図である。FIG. 2 is a plan view of FIG.

【図3】図1の側面図である。FIG. 3 is a side view of FIG. 1;

【図4】従来例図である。FIG. 4 is a diagram of a conventional example.

【図5】従来例図である。FIG. 5 is a diagram of a conventional example.

【符号の説明】[Explanation of symbols]

1…マンホ−ル本体、4…流入管、7…副管、26…受
口プラグ、27…先端面
DESCRIPTION OF SYMBOLS 1 ... Manhole main body, 4 ... Inflow pipe, 7 ... Sub pipe, 26 ... Receiving plug, 27 ... Tip surface

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水平状流入管と、コンクリ−ト製マンホ
−ルの内部に設けられた垂直状副管とを、流入管側を大
口径側に配置した径違い径90°大曲りエルボで接続し
たことを特徴とする副管付コンクリ−ト製マンホ−ル。
A horizontal inflow pipe and a vertical auxiliary pipe provided inside a concrete manhole are formed by a large-diameter elbow with a reduced diameter of 90 ° in which the inflow pipe side is disposed on the large diameter side. A concrete manhole with sub-tube, characterized by being connected.
【請求項2】 水平状流入管と、コンクリ−ト製マンホ
−ルの内部に設けられた垂直状副管とを90°大曲りエ
ルボで接続し、該エルボの外曲壁を、前記流入管と略同
一軸線上で、かつ、その反対側に着脱自在に固定したプ
ラグの先端面で形成したことを特徴とする副管付コンク
リ−ト製マンホ−ル。
2. A horizontal inflow pipe is connected to a vertical sub-pipe provided inside a concrete manhole by a 90 ° large bending elbow, and an outer curved wall of the elbow is connected to the inflow pipe. A manhole made of a concrete with a sub-tube, characterized by being formed on the tip surface of a plug removably fixed on substantially the same axis as that on the opposite side.
【請求項3】 水平状流入管(4)と垂直状副管(7)
とを90°大曲りエルボで接続し、該エルボの外曲壁
(25)を、流入管(4)と略同一軸線で、かつ、その
反対側に着脱自在に固定したプラグ(26)の先端面で
形成し、該プラグ(26)を、該エルボ本体を水平状に
一体的に延長した延長部に設けたプラグ挿入口(28)
に、着脱自在に挿入し、該延長部における、前記流入管
(4)側とプラグ挿入口(28)との間で、かつ、前記
副管(7)と略同一軸線上の部位に、前記プラグ(2
6)により開閉する開口部(33)を設けたことを特徴
とするマンホ−ル用配管部材。
3. A horizontal inlet pipe (4) and a vertical auxiliary pipe (7).
Are connected by a 90 ° large-bend elbow, and the outer curved wall (25) of the elbow is substantially coaxial with the inflow pipe (4) and the tip of a plug (26) detachably fixed to the opposite side. And a plug insertion port (28) provided in an extension portion of the elbow body extending horizontally and integrally with the plug (26).
At the portion of the extension between the side of the inflow pipe (4) and the plug insertion port (28) and substantially on the same axis as the auxiliary pipe (7). Plug (2
A piping member for a manhole, wherein an opening (33) that opens and closes according to 6) is provided.
JP7152249A 1995-05-26 1995-05-26 Concrete manhole with sub tube Expired - Fee Related JP2886482B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7152249A JP2886482B2 (en) 1995-05-26 1995-05-26 Concrete manhole with sub tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7152249A JP2886482B2 (en) 1995-05-26 1995-05-26 Concrete manhole with sub tube

Publications (2)

Publication Number Publication Date
JPH08326142A JPH08326142A (en) 1996-12-10
JP2886482B2 true JP2886482B2 (en) 1999-04-26

Family

ID=15536362

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7152249A Expired - Fee Related JP2886482B2 (en) 1995-05-26 1995-05-26 Concrete manhole with sub tube

Country Status (1)

Country Link
JP (1) JP2886482B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2024025172A (en) * 2022-08-10 2024-02-26 積水化学工業株式会社 Construction method of manhole with guideway, vertical pipe with guideway

Also Published As

Publication number Publication date
JPH08326142A (en) 1996-12-10

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