JP3328543B2 - Outer auxiliary pipe member for manhole - Google Patents

Outer auxiliary pipe member for manhole

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Publication number
JP3328543B2
JP3328543B2 JP07082997A JP7082997A JP3328543B2 JP 3328543 B2 JP3328543 B2 JP 3328543B2 JP 07082997 A JP07082997 A JP 07082997A JP 7082997 A JP7082997 A JP 7082997A JP 3328543 B2 JP3328543 B2 JP 3328543B2
Authority
JP
Japan
Prior art keywords
pipe
joint
manhole
plug
branch 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 - Lifetime
Application number
JP07082997A
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Japanese (ja)
Other versions
JPH10252129A (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 JP07082997A priority Critical patent/JP3328543B2/en
Publication of JPH10252129A publication Critical patent/JPH10252129A/en
Application granted granted Critical
Publication of JP3328543B2 publication Critical patent/JP3328543B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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】本発明は、マンホ−ル用外副
管部材、特に、コンクリ−ト製マンホ−ル用内または外
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 an outer sub pipe member for a manhole, and more particularly to an inner or outer sub pipe member for a concrete manhole.

【0002】[0002]

【従来の技術】一般に、例えば山間地における地表勾配
が急な所に段差接合用として設置されるコンクリ−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
飛び散って付着したり、インバ−トとその周辺に汚物が
堆積したりして、マンホ−ルの機能を失うと共、この流
入管と流出管との段差が例えば、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, in a concrete manhole installed for connecting a step at a steep surface gradient in a mountainous area, for example, a drainage inflow pipe is provided directly on a side wall of the manhole and released. When the waterfall falls, the sewage scatters and adheres to the side walls, and the sewage accumulates on the invert and its surroundings, losing the function of the manhole, and the step between the inflow pipe and the outflow pipe. For example, when the height is 0.6 m or more, the bottom of the manhole, such as an invert, is scoured or eroded.

【0003】そのため、マンホ−ルの手前または内側に
おいて、流入管より1サイズ下の口径の立ち下がり管、
すなわち、内または外副管を設け、前記の滝落しをなく
し、しかも、点検・掃除にも支障のないようにしている
(実開昭59−18850号公報、実開平3−1116
36号公報、特開平8−326142号公報等参照)。
For this reason, a falling pipe having a diameter one size below the inflow pipe before or inside the manhole,
That is, an inner or outer sub pipe is provided to eliminate the above-mentioned waterfall and to prevent trouble in inspection and cleaning (Japanese Utility Model Laid-Open No. 59-18850, Japanese Utility Model Application Laid-Open No. 3-1116).
36, JP-A-8-326142, etc.).

【0004】なお、内副管付コンクリ−ト製マンホ−ル
は、流入管の傾斜が殆どない水平状配管に使用し、外副
管付コンクリ−ト製マンホ−ルは、流入管が傾斜した傾
斜配管に使用する、と一応の使い分けになっている。
A concrete manhole with an inner sub pipe is used for a horizontal pipe with almost no inclination of the inflow pipe, and a concrete manhole with an outer sub pipe has an inclined inflow pipe. It can be used for inclined pipes.

【0005】かかる外副管付コンクリ−ト製マンホ−ル
の代表例について述べる。
A typical example of such a concrete manhole with an external sub tube will be described.

【0006】図3において、このコンクリ−ト製マンホ
−ル50は足掛け金物を使って作業者がマンホ−ル内へ
昇降する大きさで、マンホ−ル蓋51、口環52、マン
ホ−ル斜壁53、マンホ−ル直壁54、壁立上り部5
5、外副管56、インバ−ト57および底板58から大
略構成されている。
In FIG. 3, this concrete manhole 50 is sized so that an operator can move up and down into the manhole using a footrest, and includes a manhole cover 51, a mouth ring 52, and a manhole slant. Wall 53, straight wall of manhole 54, wall rising section 5
5, an outer sub-tube 56, an inverter 57 and a bottom plate 58.

【0007】このコンクリ−ト製マンホ−ル50には、
流入管59と流出管60とが段差でもって接続され、こ
の流入管59は前記の壁立上り部55で開口されると共
に、前記の外副管56が立下って接続されている。
The concrete manhole 50 includes:
The inflow pipe 59 and the outflow pipe 60 are connected to each other with a step. The inflow pipe 59 is opened at the wall rising portion 55, and the outer sub pipe 56 is connected down.

【0008】そして、この流入管59は、次のような継
手に接続されている。すなわち、図4に示すものでは副
管分岐用マンホ−ル継手61と呼ばれ、流入管側にゴム
輪受口(不図示)を、マンホ−ル側に差口62をそれぞ
れ形成し、これらの中間に下向きに塩ビ製90°支管6
3を接続して継手を構成している。
The inflow pipe 59 is connected to the following joint. That is, in the structure shown in FIG. 4, it is called a sub-tube branch manhole joint 61, and a rubber ring socket (not shown) is formed on the inflow pipe side, and a spigot 62 is formed on the manhole side. 90 ° branch pipe made of PVC downward in the middle
3 are connected to form a joint.

【0009】この差口62の表面にはFRPコ−ティン
グや表面砂付加工がされて、壁立上り部55に貫通し、
モルタルコ−キング64で固定している。
[0009] The surface of the spigot 62 is subjected to FRP coating or surface sanding, and penetrates the wall rising portion 55,
It is fixed with a mortar coking 64.

【0010】そして、この差口62は通常、開口されて
オ−バ−フロ−用の流出口として利用されるが、配管時
に配管状態を確認したり、配管内を掃除する場合の覗き
口としても利用される(前掲公報参照)ので、マンホ−
ル内での作業を配慮してプラグで閉塞することも行われ
ている。
The outlet 62 is usually opened and used as an outlet for overflow, but it is used as an outlet for checking the condition of the piping at the time of piping and for cleaning the inside of the piping. Is also used (see the above-cited publication).
Plugs are sometimes closed with plugs in consideration of the work inside the files.

【0011】なお、前記90°支管63は番線65で緊
締固定され、この90°支管63にカラ−継手66やプ
レ−ンエンド直管67や90°曲管68や下流用マンホ
−ル継手69が接続されて塩ビ製の外副管56を構成し
ている。
The 90 ° branch pipe 63 is fastened and fixed by a line 65, and a color joint 66, a plain end straight pipe 67, a 90 ° curved pipe 68 and a downstream manhole joint 69 are attached to the 90 ° branch pipe 63. They are connected to form a PVC outer sub-tube 56.

【0012】ところが、従来の副管分岐用マンホ−ル継
手61の差口62に用いるプラグでは、その先端と90
°支管63との間に排水や排水中の固形物が滞留ないし
堆積する比較的大きい空間が形成される、という問題が
あった。
However, in the conventional plug used for the spigot 62 of the sub-tube branch manhole joint 61, the tip and the 90
° There is a problem that a relatively large space is formed between the branch pipe 63 and the drainage or solid matter in the drainage, which is accumulated or deposited.

【0013】すなわち例えば、前掲の実開平3−111
636号公報では、差口62の開口端に、円筒状挿入部
とフランジ状押え部とからなるプラグを用いているの
で、この挿入部の端面と90°支管63との間に空間が
形成され、固形物の堆積は免れず、その上、マンホ−ル
内で作業者がプラグを開くと、本来、外副管付マンホ−
ルでは流入管が傾斜配管になっているだけに、滞留して
いる排水が作業者に向け流出し、作業を困難にしてい
る。
That is, for example, the aforementioned Japanese Utility Model Laid-Open No. 3-111
In Japanese Patent Publication No. 636, a plug including a cylindrical insertion portion and a flange-shaped pressing portion is used at the opening end of the spigot 62, so that a space is formed between the end surface of the insertion portion and the 90 ° branch pipe 63. In addition, the accumulation of solid matter is inevitable. In addition, when the operator opens the plug in the manhole, the manhole with the auxiliary pipe is originally required.
In this case, the sewage drains out to the worker because the inflow pipe is an inclined pipe, making the work difficult.

【0014】そのため、例えば実開平1−141849
号公報に示されたプラグを採用することが考えられる。
For this reason, for example, Japanese Utility Model Laid-Open No. 1-141849.
It is conceivable to employ a plug disclosed in Japanese Unexamined Patent Application Publication No. H11-163,873.

【0015】すなわち、この公報に記載の内副管によれ
ば、流入管と対峙する開口部にプラグを嵌着し、このプ
ラグの挿入部端面を平面視で半円状に形成し、排水中の
固形物の堆積を防いでいる。
That is, according to the inner sub pipe described in this publication, a plug is fitted into an opening facing the inflow pipe, and the end face of the insertion portion of the plug is formed in a semicircular shape in plan view, and the plug is inserted into the drain. To prevent solids from accumulating.

【0016】しかしながら、かかるプラグは内副管用で
あって、本来、内副管は外副管がもつ施工工事の複雑化
や、工事費が嵩むことや、更には布設場所をとる、とい
う欠点を克服したものであるだけに、大型のコンクリ−
ト製マンホ−ルでは好都合となるものの、マンホ−ルが
小型化すると、人の出入りをするマンホ−ル本体では邪
魔になる、という問題があった。
However, such a plug is used for the inner sub pipe, and the inner sub pipe originally has disadvantages such as complicating the construction work of the outer sub pipe, increasing the construction cost, and further taking up the installation space. As it has been overcome, large concrete
Although it is convenient in the case of a manhole made of porcelain, there is a problem that if the manhole is reduced in size, it becomes obstructive to the manhole body where people enter and exit.

【0017】しかも、かかるプラグでは、流入管の管頂
側に大きいデッドスペ−スを形成するので、本来、汚水
管きょは約100%の余裕量をもっているだけに、流れ
の滞留が生じるおそれがあり、ひいては、汚物付着のお
それがあった。
Moreover, in such a plug, since a large dead space is formed on the top side of the inflow pipe, the sewage pipe originally has a margin of about 100%, so that there is a possibility that the flow may be retained. There was a risk of contaminant attachment.

【0018】そのため、本発明者らは、特開平8−32
6142号公報で示すようなプラグを開発し、かかる問
題を解消した。
For this reason, the present inventors disclosed in Japanese Patent Laid-Open No. 8-32
This problem has been solved by developing a plug as disclosed in Japanese Patent No. 6142.

【0019】[0019]

【発明が解決しようとする課題】ところが、前掲の実開
平3−111636号公報で示されている塩ビ製の副管
分岐用マンホ−ル継手(61)は、一般的には前掲の特
開平8−326142号公報でも示されているように、
塩ビ射出成形品であるが、本来、射出成形法が小形また
は薄肉の精密度を身上にした大量生産に適した成形法で
あるので、副管分岐用マンホ−ル継手(61)の塩ビ射
出成形品とマンホ−ルのコンクリ−ト製品との品質のバ
ランス上、かかる射出成形法の長所に即応せず、むし
ろ、大形または厚肉で機能性を身上とした小、中量生産
に適したブロ−成形法が有利と考えられ、本発明者ら
は、塩ビ製副管分岐用マンホ−ル継手(61)をブロ−
成形法により成形することに着想した。
However, the manhole joint (61) for branch pipe made of PVC described in Japanese Utility Model Laid-Open No. 3-111636 described above is generally disclosed in Japanese Patent Application Laid-Open No. H8-111816. As shown in -326142,
Although it is a PVC injection molded product, the injection molding method is originally a molding method suitable for mass production with small or thin wall precision, so the PVC injection molding of the sub-tube branch manhole joint (61) Due to the balance between the quality of the product and the concrete product of the manhole, it does not immediately respond to the advantages of the injection molding method, but rather is suitable for small- and medium-volume production with a large or thick, functional body. The blow molding method is considered to be advantageous, and the inventors of the present invention have made blow-molding a sub-tube branch manhole joint (61) made of PVC.
I thought of molding by a molding method.

【0020】殊に、射出成形法により副管分岐用マンホ
−ル継手(61)を成形しようとすれば、前記90°支
管の上開口部にRを設けること、すなわち、管底下り曲
面を形成することは、アンダ−カットを生じることから
成形用金型が複雑化する、という問題があった。
In particular, when the manhole joint (61) for branching a sub-tube is to be formed by injection molding, an R is provided at the upper opening of the 90 ° branch pipe, that is, a curved bottom surface is formed. However, there is a problem that the forming die is complicated because an undercut occurs.

【0021】そこで本発明は、外副管付のマンホ−ルが
もつ欠点を可及的に克服しながら、外副管への流れを強
制的に行い、固形物の堆積をなからしめるマンホ−ル用
外副管部材を提供し、この外副管部材をブロ−成形可能
とすることを主たる目的とするものである。
The present invention overcomes the drawbacks of the manhole with the external pipe as much as possible while forcing the flow to the external pipe to allow the solids to accumulate. It is a primary object of the present invention to provide an outer sub-tube member for a tool, and to make the outer sub-tube member blow-moldable.

【0022】[0022]

【課題を解決するための手段】かかる目的を達成するた
め、本発明の要旨とするところは、1)水平状流入管を
接続する本管用接続部と、該流入管側に向けた凹面を挿
入端面にもつプラグを挿入するプラグ受口との間に、下
向きに枝管用接続部を一体に設けた継手本体で、該枝管
用接続部に、下流側がマンホ−ルのインバ−トに向け開
口した外副管を接続するカラ−継手を接合したマンホ−
ル用外副管部材にあって、前記継手本体を、塩ビ管を用
いてコ−ルドパリソン法による、厚さの減少による面積
の増加を行うブロ−成形により構成して、前記枝管用接
続部を、前記流入管側のコ−ナ部をその管路から大きく
弯曲して下向きになっているLT継手用枝管部で構成す
ると共に、該LT継手用枝管部の、前記プラグ受口側の
コ−ナ部を直交したエッジで構成し、しかも該枝管用接
続部を、ブロ−成形後その先端を切断し、かつ、前記管
路の管底下り曲面を形成した差口部に形成し、前記カラ
−継手を前記管底下り曲面の外面に接合するよう形成し
て、該差口部に接着接合して肉厚確保することにより外
副管における接続強度を確保したことを特徴とするマン
ホ−ル用外副管部材にあり、また、2)前記プラグの下
半分を閉塞し、上半分に通水部を設けた半円筒状とした
請求項1に記載のマンホ−ル用外副管部材にある。
SUMMARY OF THE INVENTION In order to achieve the above object, the gist of the present invention is as follows. 1) A main pipe connecting portion for connecting a horizontal inflow pipe and a concave surface facing the inflow pipe are inserted. A joint body provided integrally with a branch pipe connecting portion downwardly between a plug receiving port for inserting a plug having an end face, and a downstream side opening at the branch pipe connecting portion toward the inversion of the manhole. Manho with color joints connecting external sub pipes
In the outer sub pipe member for pipes, the joint body is formed by blow molding in which an area is increased by a thickness reduction by a cold parison method using a PVC pipe, and the branch pipe connecting portion is formed. The corner portion on the side of the inflow pipe is constituted by a branch pipe section for the LT joint which is largely curved downward from the pipe line and is directed downward, and the branch pipe section for the LT joint on the side of the plug receiving port. The corner portion is formed by an orthogonal edge, and the branch pipe connecting portion is formed at a spout portion formed by cutting the tip after blow molding, and forming a curved surface at the bottom of the pipe. The collar is formed so as to be joined to the outer surface of the curved surface at the bottom of the pipe, and is bonded to the spout to secure the wall thickness to secure the connection strength in the outer sub pipe. 2) close the lower half of the plug, Sailing according to claim 1 which is a semi-cylindrical shape provided with a water passage section to the minute - is outside the secondary pipe member for Le.

【0023】[0023]

【発明の実施の形態】本発明を添付図面に示す実施の形
態例により詳細に述べる。図1は本発明の実施の形態例
の全体縦断面図、図2は図1の要部分解図であって、従
来例を示す図3および図4と同一または均等部分は同一
符号を付したり、その説明を省略したりしている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail with reference to embodiments shown in the accompanying drawings. FIG. 1 is an overall vertical sectional view of an embodiment of the present invention, and FIG. 2 is an exploded view of a main part of FIG. 1. The same or equivalent parts as those in FIGS. Or, the explanation is omitted.

【0024】本実施の形態例は、図3および図4で示し
たコンクリ−ト製マンホ−ルの外副管に好適であって、
特に、図4で示した塩ビ製外副管部材に用いると好都合
である。
This embodiment is suitable for the outer sub tube of the concrete manhole shown in FIGS. 3 and 4.
In particular, it is convenient to use it for the PVC outer sub pipe member shown in FIG.

【0025】そして、例えば流入管(すなわち、下水本
管)の口径は200mmφ、立下り管の口径は200m
mφの寸法に適用される。
For example, the diameter of the inflow pipe (ie, sewage main pipe) is 200 mmφ, and the diameter of the falling pipe is 200 m.
Applies to dimensions of mφ.

【0026】さて、図1および図2において、本実施の
形態例の副管分岐用マンホ−ル継手1について述べる。
1 and 2, a description will be given of a sub-tube branching manhole joint 1 according to the present embodiment.

【0027】このマンホ−ル継手1は、コ−ルドパリソ
ン法を用いた塩ビブロ−成形品であって、LT(90°
大曲がりY)状の継手本体2で構成されている。
This manhole joint 1 is a molded article made of vibrochloride using the cold parison method, and has an LT (90 °).
The joint body 2 has a large bent Y) shape.

【0028】この継手本体2は、流入管59を接続する
本管用接続部(本明細書では、本管側接続部ともいう)
の一方であるゴム輪受口3と、マンホ−ル本体4の壁立
上り部55に開口し、かつ、プラグ5を挿入する本管用
接続部(本明細書では、特に、この本管用接続部が第3
の管体を接続するものではないが、マンホ−ル本体4と
接続するので、接続部といい、また、本管側接続部とも
いう)の他方である、ストッパ−のないプラグ受口6
と、これらのゴム輪受口3とプラグ受口6との中間で下
方に向けられた、枝管用接続部(本明細書では、枝管側
接続部ともいう)であるLT継手用枝管部7と、から構
成されている。
The joint main body 2 has a main pipe connecting portion for connecting the inflow pipe 59 (also referred to as a main pipe side connecting portion in this specification).
The main ring connecting portion which is open at one of the rubber ring socket 3 and the wall rising portion 55 of the manhole body 4 and into which the plug 5 is inserted (in this specification, particularly, the main line connecting portion is Third
Is connected to the manhole body 4 but is referred to as a connection portion, and is also referred to as a main tube side connection portion).
And a branch pipe section for an LT joint, which is a branch pipe connection section (also referred to as a branch pipe side connection section in this specification), which is directed downward in the middle between the rubber ring port 3 and the plug port 6. 7 is comprised.

【0029】なお、この継手本体2の外周には砂付け加
工等が施され、モルタルコ−キング64による固定を良
好にしている。
The outer periphery of the joint body 2 is subjected to sanding or the like so that the mortar coking 64 can fix the joint body 2 well.

【0030】このLT継手用枝管部7は、流入管59の
管路から大きく弯曲されて下向きの管路となっている。
すなわち、仮想90°大曲がりエルボを構成する管底下
り曲面(このエルボの内曲壁を構成し、R=70mmと
している)8を形成し、流入管59よりの排水は滞留す
ることなく直交状に転換され円滑に流れる。
The branch pipe section 7 for the LT joint is largely bent from the pipe of the inflow pipe 59 so as to be a downward pipe.
That is, a downwardly curved pipe bottom surface 8 (which forms an inner curved wall of the elbow and R = 70 mm) which forms a virtual 90 ° large-bend elbow is formed, and the drainage from the inflow pipe 59 is formed orthogonally without stagnation. And flows smoothly.

【0031】また、前記プラグ5は中空状の射出成形品
であって、前記の200mmφの流入管59用では、2
00mmφ、管軸全長350mmの寸法になっており、
その挿入部9は、プラグ固定部10と整流用挿入部11
とを別々に射出成形して、両者を接着接合している。
The plug 5 is a hollow injection-molded product.
It has dimensions of 00mmφ, 350mm in total tube length,
The insertion portion 9 includes a plug fixing portion 10 and a rectifying insertion portion 11.
Are separately injection-molded, and both are adhesively bonded.

【0032】このプラグ固定部10には、後記のような
固定装置12を設けており、また、整流用挿入部11の
先端面(挿入端面)に、前記仮想90°大曲がりエルボ
を構成するR275mmの延長外曲壁13を形成してい
る。
The plug fixing portion 10 is provided with a fixing device 12 as described later. Further, on the tip end surface (insertion end surface) of the rectifying insertion portion 11, an R275mm which constitutes the virtual 90 ° large bending elbow is provided. The outer curved wall 13 is formed.

【0033】この延長外曲壁13は、本来の90°大曲
がりYにおける上方の延長部で、前記LT継手用枝管部
7の上開口部端から流入管59側に向けた凹面とし、図
示のように被るようにしている。
The extended outer curved wall 13 is an upper extended portion of the original 90 ° large bend Y, and has a concave surface extending from the upper opening end of the branch pipe portion 7 for the LT joint toward the inflow pipe 59. Like to wear.

【0034】勿論、この延長外曲壁13の形状はプラグ
管軸を通る垂直面での形状であって、管軸を通る水平面
での形状は、前掲の実開平1−141849号公報のよ
うに、LT継手用枝管部7の上開口部に沿う半円形を流
入管59に向け順次零になるよう立上がらせた形状にし
ている。つまり、排水がLT継手用枝管部7の上開口部
に滞留することなく流入する形状にしている。
Of course, the shape of the extended outer curved wall 13 is a vertical plane passing through the plug pipe axis, and a horizontal plane passing through the pipe axis is formed as described in Japanese Utility Model Laid-Open No. 1-141849. The semicircular shape along the upper opening of the branch pipe section 7 for the LT joint is formed so as to gradually rise toward the inflow pipe 59 so as to become zero. That is, the drainage flows into the LT joint branch pipe 7 without stagnation in the upper opening.

【0035】前記プラグ固定部10の固定装置12は、
次のように構成している。すなわち、一端側に前記整流
用挿入部11に内嵌して接着する接合部をもち、他端側
に蓋14を外嵌して接着する接合部をもつ連結管15
と、蓋14とから構成し、この蓋14はゴム輪部16と
把手部17とから構成して、このゴム輪部16が前記プ
ラグ受口6に密接嵌合されてプラグ5の抜止めする共に
シ−ルしている。
The fixing device 12 of the plug fixing portion 10 includes:
It is configured as follows. That is, a connecting pipe 15 having a joining portion on one end side for internally fitting and bonding to the rectifying insertion portion 11 and a joining portion for externally fitting the lid 14 on the other end side for adhesion.
And a lid 14. The lid 14 is composed of a rubber ring 16 and a handle 17, and the rubber ring 16 is closely fitted to the plug receiving port 6 to prevent the plug 5 from being pulled out. Both are sealing.

【0036】勿論、かかるプラグ固定部10の構成は、
既存部材を利用して安価に製作するためで、もし、量産
化するのであれば、固定装置12は一体射出成形品でよ
いし、また、FRPのハンドレイアップ法により製作し
てもよい。また、蓋14の位置は、図1では壁立上り部
55より内側に突出しているが、面一であってもよい。
Of course, the configuration of the plug fixing portion 10 is as follows.
In order to manufacture at low cost using existing members, if mass production is to be performed, the fixing device 12 may be an integral injection molded product, or may be manufactured by a hand lay-up method of FRP. Further, the position of the lid 14 projects inward from the wall rising portion 55 in FIG. 1, but may be flush.

【0037】また、プラグ5はプラグ受口6を全面閉塞
する形状でなく、プラグ5の下半分を閉塞し、上半分に
通水部を設けた形状、例えば、半円筒状であってもよ
い。
The plug 5 does not have to have a shape in which the plug receiving port 6 is completely closed, but may have a shape in which the lower half of the plug 5 is closed and a water passage is provided in the upper half, for example, a semi-cylindrical shape. .

【0038】ここにおいて、前記継手本体2に対する、
特に、コ−ルドパリソン法を用いたブロ−成形法による
製作工程について詳述する。
Here, with respect to the joint body 2,
In particular, a manufacturing process by a blow molding method using a cold parison method will be described in detail.

【0039】周知のように、押出成形法により予め成形
され、所定の長さに切断されたチュ−ブ、または管をパ
リソンとして、延伸温度(例えば、塩ビの場合は約12
0℃)に再加熱し、ブロ−金型内でチュ−ブ両端掴持の
もとで成形する、いわゆるコ−ルドパリソン法を用いて
低圧(通常2〜20kg/cm2 で、できれば5〜10
kg/cm2 )の吹込み圧力により継手本体2を成形す
る。
As is well known, a tube or tube preformed by an extrusion method and cut to a predetermined length is used as a parison, and the drawing temperature (for example, about 12 in the case of PVC).
0 ° C.) and low pressure (usually 2 to 20 kg / cm 2 , preferably 5 to 10 kg / m 2) using a so-called cold parison method in which the tube is formed in a blow mold while holding both ends of the tube.
The joint body 2 is formed with a blowing pressure of kg / cm 2 ).

【0040】そのとき、ブロ−成形では付きものの、厚
さの減少による面積の増加として定義される二軸延伸に
起因して、成形品の形状によっては、部分的に膨張度が
著しく異なるため、例えば、パリソンの伸びが極端なコ
−ナ部のように成形品には偏肉が起こりやすい。
At that time, although the degree of expansion differs depending on the shape of the molded product due to the biaxial stretching defined as the increase in area due to the decrease in thickness, although the blow molding is accompanied, For example, molded articles tend to be uneven in thickness, such as at corners where the parison is extremely elongated.

【0041】そこで、二軸延伸における肉厚確保のた
め、一般の深絞りブロ−成形では、直径(LT継手用枝
管部7の上開口部径Dに相当)に対し1/2の深さ(L
T継手用枝管部7の軸長さLに相当)が限度とされてい
る(1994年1月,日本工業新聞社発行、プラスチッ
ク成形技術大辞典参照)。
Therefore, in order to secure the thickness in the biaxial stretching, in general deep drawing blow molding, the depth (corresponding to the upper opening diameter D of the branch pipe portion 7 for the LT joint) is half the depth. (L
The maximum length is equivalent to the axial length L of the branch pipe portion 7 for the T-joint (refer to the Plastic Molding Technology Dictionary, published by Nihon Kogyo Shimbun, January 1994).

【0042】かかる参考資料にも一致するように、本実
施の形態例の継手本体2の試験では、LT継手用枝管部
7の上開口部径D200mmφに対し、枝管部7の軸長
さLは100mm以下、特に3割程度にしなければ肉厚
確保ができず、ひいてはカラ−継手19との接続強度が
得られない。
As is consistent with these reference materials, in the test of the joint main body 2 of the present embodiment, the axial length of the branch pipe part 7 was determined with respect to the upper opening diameter D200 mmφ of the branch pipe part 7 for LT joint. If L is not more than 100 mm, especially about 30%, the wall thickness cannot be secured, and the connection strength with the color joint 19 cannot be obtained.

【0043】特に、LT継手用枝管部7の上開口部にお
けるゴム輪受口3側のコ−ナ部は管底下り曲面8を形成
するが、プラグ受口6側のコ−ナ部は直交したエッジを
形成するので、枝管部7の肉厚確保が得られにくい。な
お、この管底下り曲面8は、管底で最大の弯曲で管壁に
沿って除々になくなるものである。
In particular, the corner portion on the rubber ring receiving port 3 side at the upper opening of the branch pipe section 7 for the LT joint forms a pipe bottom-down curved surface 8, while the corner portion on the plug receiving port 6 side is Since the orthogonal edges are formed, it is difficult to secure the thickness of the branch pipe portion 7. The curved surface 8 descending along the pipe bottom gradually decreases along the pipe wall with the maximum curvature at the pipe bottom.

【0044】そのため、この管底下り曲面8のRを確保
し、かつ、ブロ−成形後の枝管部先端切管可能とする条
件を満たすと、L=60mm程度にすることが好まし
い、ということが判明した。そして特に、このLT継手
用枝管部7の形状は、差口部18に形成することが好ま
しい。
Therefore, it is preferable that L is set to about 60 mm when the condition of securing the radius of the curved surface 8 at the bottom of the pipe and enabling the cutting of the tip of the branch pipe after blow molding is satisfied. There was found. In particular, it is preferable that the shape of the LT joint branch pipe portion 7 is formed in the spigot portion 18.

【0045】そこで、このLT継手用枝管部7の差口部
18に、射出成形またはブロ−成形した塩ビ製カラ−継
手19を接着接合する。したがって、ブロ−成形品の継
手本体2に射出またはブロ−成形品のカラ−継手19を
接着接合して継手本体2の単品として構成する。
Therefore, an injection-molded or blow-molded PVC color joint 19 is adhesively joined to the spigot 18 of the branch pipe section 7 for LT joint. Therefore, the joint body 2 of the injection molded or blow molded article is bonded and joined to the joint body 2 of the blow molded article as a single piece of the joint main body 2.

【0046】したがって、カラ−継手19を後記のよう
に変更可とするので、射出成形製継手本体より多様化す
ることができる。
Therefore, since the color joint 19 can be changed as described later, it can be diversified from an injection molded joint body.

【0047】また、このカラ−継手19は受口部20と
差口部21とからなり、特に、受口部21は前記管底下
り曲面8の外側面に接合する形状にしている。そして、
このカラ−継手19に受口付直管67等を接続する。
The collar joint 19 comprises a receiving portion 20 and a spigot portion 21. In particular, the receiving portion 21 is formed into a shape to be joined to the outer surface of the curved surface 8 descending from the bottom of the tube. And
A straight pipe 67 with a receiving port is connected to the color joint 19.

【0048】なお、この直管67の受口は接着受口を図
示しているが、ゴム輪および球形自在受口のいずれでも
よい。
Although the port of the straight pipe 67 is shown as an adhesive port, it may be a rubber ring or a spherical port.

【0049】なお、このカラ−継手19においても、接
着差口を止め、球形自在継手やゴム輪受口付継手を用い
れば勾配の大きい流入管59に対し、外副管32を鉛直
状に調整することができる。
In this color joint 19 as well, if the spigot joint is stopped and a spherical universal joint or a joint with a rubber ring socket is used, the outer sub pipe 32 is adjusted vertically to the inflow pipe 59 having a large gradient. can do.

【0050】次に、以上のマンホ−ル継手1の作用を述
べる。流入管59をコンクリ−ト製マンホ−ル本体4に
接続するため、継手本体2をマンホ−ル本体4に略水平
状に挿入してモルタルコ−キング64により固定する。
Next, the operation of the above-described manhole joint 1 will be described. In order to connect the inflow pipe 59 to the manhole body 4 made of concrete, the joint body 2 is inserted into the manhole body 4 in a substantially horizontal shape and fixed by a mortar coking 64.

【0051】そして、この継手本体2のゴム輪受口3に
流入管59を、枝管部7に外副管32をそれぞれ接合す
ると共に、プラグ受口6にプラグ5を挿入する。
Then, the inflow pipe 59 is connected to the rubber ring receiving port 3 of the joint body 2, the outer sub pipe 32 is connected to the branch pipe section 7, and the plug 5 is inserted into the plug receiving port 6.

【0052】なお、この外副管32は受口付直管67の
他に、副管用スライド曲管33で構成され、このスライ
ド曲管33は、上方にゴム輪受口34、下方に差口35
をもっている。そして、この外副管32の周りに砂巻き
をする。
The outer sub-tube 32 is constituted by a sub-tube slide curved tube 33 in addition to the straight tube 67 with a port. The slide curved tube 33 has a rubber ring receiving port 34 at the upper part and a spigot at the lower part. 35
Have. Then, sand is wrapped around the outer auxiliary pipe 32.

【0053】すなわち、外副管32は従来の陶管と違
い、強固に一体化できるので、コンクリ−ト固めを省略
することもできる。
That is, unlike the conventional porcelain tube, the outer sub tube 32 can be firmly integrated, so that concrete hardening can be omitted.

【0054】したがって、流入管59を流れる排水は、
プラグ5の整流用挿入部11の端面に形成した、仮想9
0°大曲がりエルボの延長外曲壁13と、枝管部7の管
底下り曲面8とに強制されて整流され、垂直下向きに方
向転換して円滑に流れ、固形物(汚物)の堆積を防ぐ。
Therefore, the wastewater flowing through the inflow pipe 59 is
A virtual 9 formed on the end face of the rectifying insertion portion 11 of the plug 5
The extended outer curved wall 13 of the elbow with a large bend of 0 ° and the curved surface 8 descending from the bottom of the branch pipe portion 7 are rectified, rectified, turned vertically downward, flow smoothly, and accumulate solid matter (filtration). prevent.

【0055】しかも、この継手本体2には短寸(例え
ば、流入管59が200mmφの場合、プラグ5の管軸
上の長さ200mmのように容易に着脱でき、かつ、シ
−ル性が良い寸法を短寸という)のプラグ5を着脱自在
に挿入し、その挿入端面をLT継手用枝管部7の上開口
端から流入管59側に向け弯曲させ、しかも、従来の図
4における外副管56の下流用マンホ−ル継手69を省
略したので、外副管32をマンホ−ル本体4に可及的に
近接させることができ、マンホ−ルの設置場所を狭小化
すると共に、部品を省き工事費を安価にすることができ
る。
In addition, the joint body 2 is short (for example, when the inflow pipe 59 has a diameter of 200 mm), it can be easily attached and detached as if the length of the plug 5 on the pipe axis is 200 mm, and the sealing property is good. 4 is detachably inserted, and the insertion end face is bent from the upper opening end of the branch pipe portion 7 for the LT joint to the inflow pipe 59 side. Since the downstream manhole joint 69 of the pipe 56 is omitted, the external sub pipe 32 can be brought as close as possible to the manhole body 4, and the installation place of the manhole can be reduced, and the parts can be reduced. The construction cost can be reduced and the cost can be reduced.

【0056】なお、流入管59や外副管32を掃除ロッ
ド等の掃除具によって掃除するときは、プラグ5を外さ
なくても流入管59側から挿入すれば、延長外曲壁13
に案内されて外副管32を掃除することもできる。
When cleaning the inflow pipe 59 and the outer sub-pipe 32 with a cleaning tool such as a cleaning rod, if the insertion pipe 59 is inserted from the inflow pipe 59 side without removing the plug 5, the extended outer curved wall 13 is removed.
And the outer sub pipe 32 can be cleaned.

【0057】勿論、流入管59を点検・掃除する一般的
な作業は、マンホ−ル内に降りた作業者がプラグ5を外
し、覗き口として利用する。そのプラグ5を外す際、マ
ンホ−ル継手1内には排水が滞留していないので、排水
を受けることはない。
Of course, in a general work for inspecting and cleaning the inflow pipe 59, an operator who gets down in the manhole removes the plug 5 and uses it as a peephole. When the plug 5 is removed, no drainage is received because the drainage does not stay in the manhole joint 1.

【0058】なお、このマンホ−ル継手1では、流入管
59との接続をゴム輪受口3で構成したが、本発明はこ
れに限らず、接着受口や差口としてもよい。
Incidentally, in this manhole joint 1, the connection with the inflow pipe 59 is constituted by the rubber ring socket 3, but the present invention is not limited to this, and it may be an adhesive socket or a spigot.

【0059】[0059]

【発明の効果】本発明によれば、きわめて簡素化し、か
つ、比較的大物のマンホ−ル用外副管部材の継手本体
を、コ−ルドパリソン法によるブロ−成形より製作した
ので、流入管の口径200mmφ、外副管の口径200
mmφの寸法に適用することができるばかりでなく、ブ
ロ−成形の長所(大形または厚肉で機能を身上とした
中、小量生産に好適)を生かしながら、管底下り曲面を
容易に成形でき、ひいては、ブロ−成形用の低圧の安価
な金型と相俟って、生産費を低減することができると共
に、外副管への排水を円滑にする。
According to the present invention, the joint body of the outer pipe member for a manhole, which is extremely simple and relatively large, is manufactured by blow molding by the cold parison method. Diameter 200mmφ, diameter 200 of outer auxiliary pipe
Not only can it be applied to the size of mmφ, but it can easily form the curved surface down the tube bottom while taking advantage of the advantages of blow molding (large or thick, suitable for medium and small volume production). In combination with a low-pressure, inexpensive mold for blow molding, the production cost can be reduced, and the drainage to the external pipe can be smoothly performed.

【0060】殊に、枝管用接続部を差口部に形成してカ
ラ−継手を外嵌し、接着接合したので、外副管における
接続強度を確保することができる。
In particular, since the connecting portion for the branch pipe is formed at the spigot, and the color joint is externally fitted and bonded and joined, it is possible to secure the connection strength in the external sub pipe.

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

【図1】本発明の実施の形態例の全体縦断面図である。FIG. 1 is an overall vertical sectional view of an embodiment of the present invention.

【図2】図1の要部分解図である。FIG. 2 is an exploded view of a main part of FIG.

【図3】従来例である。FIG. 3 is a conventional example.

【図4】従来例である。FIG. 4 is a conventional example.

【符号の説明】[Explanation of symbols]

1…マンホ−ル継手、2…継手本体、3…ゴム輪受口、
4…マンホ−ル本体、5…プラグ、6…プラグ受口、7
…枝管部、8…管底下り曲面、19…カラ−継手
1: Manhole joint, 2: Joint body, 3: Rubber ring socket,
4: Manhole body, 5: Plug, 6: Plug socket, 7
... branch pipe, 8 ... curved surface down the pipe bottom, 19 ... color joint

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水平状流入管を接続する本管用接続部
と、該流入管側に向けた凹面を挿入端面にもつプラグを
挿入するプラグ受口との間に、下向きに枝管用接続部を
一体に設けた継手本体で、該枝管用接続部に、下流側が
マンホ−ルのインバ−トに向け開口した外副管を接続す
るカラ−継手を接合したマンホ−ル用外副管部材にあっ
て、 前記継手本体を、塩ビ管を用いてコ−ルドパリソン法に
よる、厚さの減少による面積の増加を行うブロ−成形に
より構成して、前記枝管用接続部を、前記流入管側のコ
−ナ部をその管路から大きく弯曲して下向きになってい
るLT継手用枝管部で構成すると共に、該LT継手用枝
管部の、前記プラグ受口側のコ−ナ部を直交したエッジ
で構成し、しかも該枝管用接続部を、ブロ−成形後その
先端を切断し、かつ、前記管路の管底下り曲面を形成し
た差口部に形成し、前記カラ−継手を前記管底下り曲面
の外面に接合するよう形成して、該差口部に接着接合し
て肉厚確保することにより外副管における接続強度を確
保したことを特徴とするマンホ−ル用外副管部材。
1. A branch pipe connecting part is downwardly provided between a main pipe connecting part for connecting a horizontal inflow pipe and a plug receptacle for inserting a plug having a concave end face facing the inflow pipe at an insertion end face. An outer joint member for a manhole in which a color joint for connecting an outer sub-tube whose downstream side opens toward the inversion of the manhole is joined to the branch pipe connecting portion with the joint body provided integrally. The joint body is formed by blow molding in which the area is increased by reducing the thickness by the cold parison method using a PVC pipe, and the branch pipe connecting portion is formed by a cold pipe on the inflow pipe side. The end portion is formed of a branch pipe portion for an LT joint which is largely bent downward from the pipe line, and the corner portion of the branch pipe portion for the LT joint on the plug receiving side orthogonal to the edge thereof. in it constitutes, moreover the the branches pipe connecting section, blow - cutting the tip after molding, First, the pipe joint is formed at the spigot portion formed with the curved surface at the bottom of the pipe, and the color joint is formed so as to be joined to the outer surface of the curved surface at the bottom of the pipe, and is adhesively bonded to the spigot portion. An outer sub-tube member for a manhole, wherein the connection strength of the outer sub-tube is ensured by ensuring the thickness.
【請求項2】 前記プラグの下半分を閉塞し、上半分に
通水部を設けた半円筒状とした請求項1に記載のマンホ
−ル用外副管部材。
2. The outer sub-tube member for a manhole according to claim 1, wherein the lower half of the plug is closed and the upper half is provided with a water passage portion in a semi-cylindrical shape.
JP07082997A 1997-03-07 1997-03-07 Outer auxiliary pipe member for manhole Expired - Lifetime JP3328543B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07082997A JP3328543B2 (en) 1997-03-07 1997-03-07 Outer auxiliary pipe member for manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07082997A JP3328543B2 (en) 1997-03-07 1997-03-07 Outer auxiliary pipe member for manhole

Publications (2)

Publication Number Publication Date
JPH10252129A JPH10252129A (en) 1998-09-22
JP3328543B2 true JP3328543B2 (en) 2002-09-24

Family

ID=13442868

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07082997A Expired - Lifetime JP3328543B2 (en) 1997-03-07 1997-03-07 Outer auxiliary pipe member for manhole

Country Status (1)

Country Link
JP (1) JP3328543B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101443239B1 (en) * 2014-02-07 2014-09-22 (주)한주엔지니어링 Installation drop manhole
JP6348033B2 (en) * 2014-09-18 2018-06-27 アロン化成株式会社 Drainage mass and drainage system equipped with it
JP6842094B1 (en) * 2019-10-04 2021-03-17 長野油機株式会社 Seismic structures of manholes, their construction methods, and cutting equipment used to implement the construction methods.
JP7121955B1 (en) * 2021-04-30 2022-08-19 長野油機株式会社 Seismic structure of manhole, construction method thereof, and cutting device used for implementation of construction method

Also Published As

Publication number Publication date
JPH10252129A (en) 1998-09-22

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