JPH0538040U - Manhole fittings - Google Patents

Manhole fittings

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Publication number
JPH0538040U
JPH0538040U JP8506391U JP8506391U JPH0538040U JP H0538040 U JPH0538040 U JP H0538040U JP 8506391 U JP8506391 U JP 8506391U JP 8506391 U JP8506391 U JP 8506391U JP H0538040 U JPH0538040 U JP H0538040U
Authority
JP
Japan
Prior art keywords
pipe
manhole
short
rubber ring
short 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.)
Pending
Application number
JP8506391U
Other languages
Japanese (ja)
Inventor
雅弘 村田
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP8506391U priority Critical patent/JPH0538040U/en
Publication of JPH0538040U publication Critical patent/JPH0538040U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】マンホ−ル連結用下水用管を既敷設の最後尾管
との接続のために、やりとりすることを可能にして下水
用リブ付管をマンホ−ルに接続できる下水用リブ付管用
のマンホ−ル用継手を提供する。 【構成】マンホ−ル側壁に固着されるサドルの設けられ
た短管を有し、この短管に、外面に一定間隔ごとに環状
リブを有する下水用リブ付管の管端部が環状リブ間に装
着されたゴムリングを介して挿入されるマンホ−ル接続
用の継手において、上記短管の両端部内面がテ−パ面と
され、同短管の上記両端部を除く主体部分の内径が一様
とされ、上記の各短管端部長さが上記リブ間隔の1/2
乃至1/4とされ、短間主体部の長さが同リブ間隔の4
倍乃至7倍とされていることを特徴とする。
(57) [Summary] [Purpose] The sewage pipe for connecting manholes can be exchanged to connect with the tail pipe that has already been installed, and the pipe with ribs for sewage can be connected to the manhole. A fitting for a manhole for a pipe with ribs for sewage. [Structure] A short pipe provided with a saddle fixed to a side wall of a manhole is provided, and a pipe end of a sewage ribbed pipe having annular ribs on the outer surface at regular intervals is provided between the annular ribs. In a joint for connecting a manhole inserted through a rubber ring attached to, the inner surfaces of both ends of the short pipe are tapered surfaces, and the inner diameter of the main part of the short pipe excluding the both ends is The length of each short pipe end is equal to 1/2 of the rib interval.
The length of the short main part is 4 with the same rib interval.
It is characterized by being doubled to seven times.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は下水用リブ付管とマンホ−ルとの接続に使用するマンホ−ル用継手に 関するものである。 The present invention relates to a manhole joint used for connecting a sewage ribbed pipe and a manhole.

【0002】[0002]

【従来の技術】[Prior Art]

下水用管をマンホ−ルに接続する場合、図5に示すように短管2’にサドル2 1’を取付け、短管2’内にゴムリング5’を装着したマンホ−ル用継手A’の 一端部をマンホ−ル側壁12’の孔11’に挿入し、サドル21’を接着剤によ りマンホ−ル側壁12’に固着し、このマンホ−ル用継手A’に下水用管4’の 挿口を挿入して短管2’と下水用管4’とをゴムリング5’により止水すること が公知である。 When connecting a sewage pipe to a manhole, as shown in FIG. 5, a saddle 21 'is attached to a short pipe 2', and a rubber ring 5'is attached to the short pipe 2 ', which is a joint for a manhole A'. One end of the manhole side wall 12 'is inserted into the hole 11', the saddle 21 'is fixed to the manhole side wall 12' with an adhesive, and the sewer pipe 4 is attached to the manhole joint A '. It is publicly known that the short pipe 2'and the sewer pipe 4'are stopped by a rubber ring 5'by inserting an insertion port of '.

【0003】 この下水用管とマンホ−ルとの接続構造によれば、図5においてマンホ−ル1 ’に連結する下水用管4’(マンホ−ル連結用下水用管という)と既敷設の一連 の下水用管400’の最後尾管401’とを接続するのに、マンホ−ル連結用下 水用管4’をマンホ−ル1’側に逃し、次いでこの下水用管4’を引き戻し上記 最後尾管401’に受口・挿口方式により接続する、所謂やりとり工法の使用が 可能となる。According to this connection structure between the sewer pipe and the manhole, the sewer pipe 4 ′ (referred to as a manhole connecting sewer pipe) connected to the manhole 1 ′ in FIG. To connect the tail pipe 401 'of the series of sewer pipes 400', the manhole connecting sewer pipe 4'is released to the manhole 1'side, and then the sewer pipe 4'is pulled back. It is possible to use a so-called interaction method in which the tail tube 401 'is connected by a receiving / inserting method.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

下水用プラスチック管として外面に一定の間隔で環状リブを設けたリブ付管が 公知であり、リブの補強作用のために優れた外圧強度を有する。 As a plastic pipe for sewage, a ribbed pipe having annular ribs provided at regular intervals on its outer surface is known, and has excellent external pressure strength due to the reinforcing action of the ribs.

【0005】 このリブ付管を上記やりとり工法によりマンホ−ルに接続するには、マンホ− ル連結用リブ付管をゴムリングを装着した状態でマンホ−ル用継手の短管に挿入 しなければならず、マンホ−ル連結用リブ付管のマンホ−ル側への逃がしに伴い ゴムリング装着部位が短管奥側端を脱出してマンホ−ル内に入り、同リブ付管の 引き戻しに伴いゴムリング装着部位がマンホ−ル内から短管奥側端内に圧入され ることになる。従って、短管奥側端でのゴムリングのひっかかりによる損傷等、 従来のマンホ−ル用継手では考えられない不具合が生じる。In order to connect the ribbed pipe to the manhole by the above-mentioned exchange method, the ribbed pipe for connecting the manhole must be inserted into the short pipe of the joint for the manhole with the rubber ring attached. However, as the pipe with ribs for connecting the manhole escapes to the manhole side, the rubber ring attachment part escapes from the end on the inner side of the short pipe and enters the manhole, and with the pullback of the pipe with ribs. The part where the rubber ring is attached is press-fitted from the inside of the manhole into the inside end of the short pipe. Therefore, problems such as damage due to the rubber ring being caught at the inner end of the short pipe, which cannot be considered in the conventional joint for a manhole, occur.

【0006】 上記において、マンホ−ル用継手の短管の長さを長くすれば、上記短管の奥側 端でのゴムリングの出入りを回避できるが、この場合は、マンホ−ル用継手の寸 法増大が避けられない。In the above, if the length of the short pipe of the manhole joint is increased, it is possible to avoid the rubber ring from entering and leaving at the inner end of the short pipe, but in this case, the manhole joint Increasing the size is inevitable.

【0007】 上記のように、従来のマンホ−ル用継手ではリブ付管をマンホ−ルに接続する ことが困難である。 本考案の目的はマンホ−ル連結用下水用管を既敷設の最後尾管との接続のため に、やりとりすることを可能にして下水用リブ付管をマンホ−ルに接続できるマ ンホ−ル用継手を提供することにある。As described above, it is difficult to connect the ribbed tube to the manhole with the conventional manhole joint. The purpose of the present invention is to provide a manhole for connecting a sewer pipe for connecting a manhole to an existing tail pipe so that the sewer ribbed pipe can be connected to the manhole. To provide a joint for use.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

本考案のマンホ−ル用継手は、マンホ−ル側壁に固着されるサドルの設けられ た短管を有し、この短管に、外面に一定間隔ごとに環状リブを有する下水用リブ 付管の管端部が環状リブ間に装着されたゴムリングを介して挿入されるマンホ− ル接続用の継手において、上記短管の両端部内面がテ−パ面とされ、同短管の上 記両端部を除く主体部分の内径が一様とされ、上記の各短管端部の長さが上記リ ブ間隔の1/2乃至1/4とされ、短管主体部の長さが同リブ間隔の4倍乃至7 倍とされていることを特徴とする構成である。 The joint for a manhole of the present invention has a short pipe provided with a saddle fixed to the side wall of the manhole, and this short pipe has a sewage rib pipe having annular ribs on the outer surface at regular intervals. In a joint for connecting a manhole in which a pipe end is inserted through a rubber ring mounted between annular ribs, the inner surfaces of both ends of the short pipe are taper surfaces, and both ends of the short pipe are The inner diameter of the main part excluding the part is uniform, the length of each short pipe end is 1/2 to 1/4 of the rib interval, and the length of the short pipe main part is the same rib interval. It is 4 to 7 times larger than the above.

【0009】[0009]

【作用】[Action]

短管の両端部内面にテ−パ面を設けてあるから、ゴムリングを環状リブ間に装 着した下水用リブ付管端部のゴムリングが短管の一端(マンホ−ル外側の短管端 )を通過する際、並びに上記下水用リブ付管をマンホ−ル側に逃した後の引き戻 し時にゴムリング装着リブ付管端部が短管の他端(マンホ−ル内側の短管端)を 通過する際、短管端でのこじれによるゴムリングの損傷をよく防止できる。 Since the taper surfaces are provided on the inner surfaces of both ends of the short pipe, the rubber ring at the end of the pipe with ribs for sewage in which a rubber ring is mounted between the annular ribs has one end of the short pipe (the short pipe outside the manhole The end of the pipe with a rubber ring is attached to the other end of the short pipe (the short pipe inside the manhole) when passing through the end) and when pulling back after the above-mentioned pipe with ribs for sewage is released to the manhole side. When passing through the end, damage to the rubber ring due to kinking at the short pipe end can be well prevented.

【0010】 従って、ゴムリングの損傷を防止しその止水性をよく保持してリブ付管のやり とりが可能になる。 更に、リブ付管端部を短管主体内に4箇以上の環状リブで支持でき、下水管に 作用する土圧等の荷重により短管内での環状リブがへたるのをよく防止できるか ら、短管内のゴムリングを同荷重に対して安定に保持でき、短管と下水用リブ付 管との間の止水性を安定に維持できる。Therefore, it becomes possible to exchange the ribbed pipe while preventing the rubber ring from being damaged and keeping its water blocking property well. Furthermore, since the end of the pipe with ribs can be supported by four or more annular ribs inside the short pipe, it is possible to prevent the annular rib in the short pipe from sagging due to a load such as earth pressure acting on the sewer pipe. The rubber ring in the short pipe can be stably held against the same load, and the water stop between the short pipe and the pipe with ribs for sewage can be stably maintained.

【0011】 更にまた、短管主体部の長さをリブ間隔の7倍以下とし、短管両端部のテ−パ 面の長さをリブ間隔の1/4乃至1/2として短管の長さを充分に短くしてある から、短管寸法を小さくでき、短管のマンホ−ルへの取付を容易に行い得る。Furthermore, the length of the short pipe main portion is set to 7 times or less of the rib interval, and the length of the taper surface at both ends of the short pipe is set to 1/4 to 1/2 of the rib interval. Since the length is sufficiently short, the size of the short pipe can be reduced, and the short pipe can be easily attached to the manhole.

【0012】[0012]

【実施例】【Example】

以下、図面により本考案の実施例を説明する。 図1は本考案マンホ−ル用継手の実施例を一部を断面で示す平面図であり、サ ドル21を一体に有する短管により構成されている。 An embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a plan view showing a part of a joint for a manhole according to the present invention in a partial cross section, which is constituted by a short tube integrally having a saddle 21.

【0013】 図2は本考案のマンホ−ル用継手を使用したリブ付き下水用管とマンホ−ルと の接続構造を示している。図2において、1はマンホ−ル、11はマンホ−ル側 壁12に穿設した孔である。Aは本考案のマンホ−ル用継手を示し、サドル21 においてマンホ−ル側壁12に接着剤3により固定して短管2をマンホ−ル側壁 12の孔11に貫設してある。4はマンホ−ル接続用リブ付管であり、外面に一 定間隔を隔てて環状リブ41を形成してある。5はリブ付管端部40の環状リブ 41,41間に装着したゴムリングであり、リブ付管端部40を短管2内に挿入 し、ゴムリング5を短管内面200に圧接してあり、ゴムリング5の圧縮率は通 常10%〜30%である。FIG. 2 shows a connection structure between a ribbed sewer pipe and a manhole using the manhole joint of the present invention. In FIG. 2, 1 is a manhole, and 11 is a hole formed in the manhole side wall 12. Reference numeral A denotes a manhole joint of the present invention, in which a short pipe 2 is provided through a hole 11 of the manhole side wall 12 by fixing it to a manhole side wall 12 with an adhesive 3 in a saddle 21. Reference numeral 4 denotes a pipe with ribs for connecting a manhole, and annular ribs 41 are formed on the outer surface of the pipe at regular intervals. Reference numeral 5 denotes a rubber ring mounted between the annular ribs 41, 41 of the ribbed pipe end portion 40. The ribbed pipe end portion 40 is inserted into the short pipe 2, and the rubber ring 5 is pressed against the short pipe inner surface 200. The compression ratio of the rubber ring 5 is usually 10% to 30%.

【0014】 図1に示すように、本考案のマンホ−ル用継手においては、短管2の両端部内 面にテ−パ面22を有し、該両端部を除く短管主体部20の内径を一様とし、各 端部の長さlをリブ付管4のリブ間隔の1/4乃至1/2とし、管体主体部20 の長さを同リブ間隔の4倍乃至7倍としてある。また、短管主体部20の内径は 通常リブ付管4の最大外径(環状リブの外径)の1.003〜1.009倍好ま しくは、1.0065倍としてある。As shown in FIG. 1, in the joint for a manhole of the present invention, there is a taper surface 22 on the inner surfaces of both ends of the short tube 2, and the inner diameter of the main part 20 of the short tube excluding the both ends. And the length l of each end is set to 1/4 to 1/2 of the rib interval of the ribbed tube 4, and the length of the tubular body main part 20 is set to 4 to 7 times the rib interval. .. The inner diameter of the short tube main body 20 is usually 1.003 to 1.009 times the maximum outer diameter (outer diameter of the annular rib) of the ribbed tube 4, preferably 1.0065 times.

【0015】 上記マンホ−ル用継手Aには、通常、硬質塩化ビニル製品が使用されるが(短 管主体部の厚み,サドルの厚みは5〜10mm、サドル外郭寸法は短管主体部の 外径よりも約80mm以上大きくされる)、他の熱可塑性樹脂例えば、ポリエチ レン製とすることもでき、また、射出成形品、二次加工品の何れであってもよい 。二次加工品としては、例えば、硬質塩化ビニル管を縮径し(通常95%〜60 %,好ましくは95%〜85%に縮径する)、この縮径管の外径よりも小なる内 径の孔(縮径管外径の60%〜80%の大きさ)を穿孔した硬質塩化ビニル板の 孔近傍を加熱し、その孔周辺部に接着剤を塗布し、この孔に上記縮径管を圧入し 、縮径管両端部を所定長さ分加熱オイルバスへ浸漬させ拡径して、管両端部にテ −パ−面を得る用にしたもの、或いは、図3に示すように、硬質塩化ビニル製短 管2(一端内面を面取り加工し、他端をラッパ状に成形してある)の外径よりも やや小さな孔径の孔210を穿設した硬質塩化ビニル板21(曲板)の孔210 の周辺を加熱し(hで示している)、この孔210に上記短管2を挿入して上記 曲板21の孔210をスリ−ブ211に形成し、冷却後、短管2を引き抜き、次 いでスリ−ブ211の内面又は短管2の外面、あるいは双方に接着剤212を塗 布し、再度、短管2を曲板21のスリ−ブ211(この内径は短管2の内径に等 しくなっている)に挿入して固着したもの等を使用できる。A hard vinyl chloride product is usually used for the manhole joint A (thickness of the short pipe main body, thickness of the saddle is 5 to 10 mm, and outer shell dimension is the outside of the short pipe main body). It may be made larger than the diameter by about 80 mm or more), and may be made of other thermoplastic resin such as polyethylene, or may be an injection molded product or a secondary processed product. As the secondary processed product, for example, the diameter of a hard vinyl chloride pipe is reduced (usually 95% to 60%, preferably 95% to 85%), and the inner diameter is smaller than the outer diameter of the reduced diameter pipe. Diameter (60% to 80% of the outer diameter of the reduced diameter pipe) is heated near the hole of the rigid vinyl chloride plate, and an adhesive is applied to the periphery of the hole. The pipe is press-fitted, and both ends of the reduced diameter pipe are immersed in a heating oil bath for a predetermined length to expand the diameter to obtain taper surfaces at both ends of the pipe, or as shown in FIG. , A rigid vinyl chloride plate 21 (a curved plate 21) having a hole 210 slightly smaller than the outer diameter of the short pipe 2 made of hard vinyl chloride (the inner surface of one end is chamfered and the other end is shaped like a trumpet). ) Is heated around the hole 210 (shown by h), the short tube 2 is inserted into the hole 210, and the hole 2 of the curved plate 21 is inserted. 0 is formed in the sleeve 211, after cooling, the short tube 2 is drawn out, and then the adhesive 212 is applied to the inner surface of the sleeve 211, the outer surface of the short tube 2, or both, and the short tube 2 is again formed. It is possible to use, for example, the one which is fixed by inserting it into the sleeve 211 of the curved plate 21 (this inner diameter is equal to the inner diameter of the short tube 2).

【0016】 図2において、400は既敷設の一連の下水用リブ付管を示し、マンホ−ル1 に対する遠方側から当該マンホ−ル1に向けてゴムリングを介しての受口・挿口 方式により接続してあり、401は最後尾リブ付管を示している。In FIG. 2, reference numeral 400 denotes a series of existing sewage ribbed pipes, which is a receiving / inserting method via a rubber ring from the far side of the manhole 1 toward the manhole 1. , And 401 indicates a tube with the rearmost rib.

【0017】 図2において、マンホ−ル1に接続するマンホ−ル接続用リブ付管4と最後尾 リブ付管401とを接続するには、まず図4の(イ)に示すように、ゴムリング 装着リブ付管端部40をマンホ−ル用継手の短管2に貫挿して最後尾リブ付管4 01に対しマンホ−ル接続用リブ付管4をマンホ−ル1側に逃し、次いで、マン ホ−ル接続用リブ付管4を引き戻して最後尾リブ付管401に受口・挿口方式に より接続する。この場合、マンホ−ル接続用リブ付管4の引き戻しに伴いゴムリ ング装着リブ付管端部40が短管2内に引き入れられ、ゴムリング5が短管主体 部20の内面に圧接され、マンホ−ル接続用リブ付管4と短管2との間の止水が 行われる。In FIG. 2, to connect the manhole connecting rib-equipped tube 4 and the rearmost rib-equipped tube 401 to be connected to the manhole 1, first, as shown in FIG. The ring-attached ribbed pipe end portion 40 is inserted into the short pipe 2 of the manhole joint, and the manhole connecting ribbed pipe 4 is released to the manhole 1 side with respect to the rearmost ribbed pipe 401. , The manhole connecting ribbed pipe 4 is pulled back and connected to the rearmost ribbed pipe 401 by a receiving / inserting method. In this case, the rubber ring mounting rib tube end 40 is pulled into the short tube 2 as the manhole connecting rib tube 4 is pulled back, and the rubber ring 5 is pressed against the inner surface of the short tube main body portion 20. -Water is stopped between the tube 4 with rib connecting ribs and the short tube 2.

【0018】 上記において、マンホ−ル接続用リブ付管4のゴムリング装着管端部40を短 管2内に挿入する際、並びにマンホ−ル1内に挿入したゴムリング装着管端部4 0を短管2内に引き戻す際、図4の(ロ)に示すように、環状リブ41で支えら れたゴムリング5が短管端部のテ−パ内面22で漸次に圧縮されつつ短管2内に 引き入れられるから、その圧縮歪の加わり具合が緩やかであり、ゴムリング5の 損傷をよく防止できる。In the above, when inserting the rubber ring mounting pipe end portion 40 of the manhole connecting ribbed pipe 4 into the short pipe 2, and when inserting the rubber ring mounting pipe end portion 40 into the manhole 1. When the rubber tube 5 is pulled back into the short pipe 2, the rubber ring 5 supported by the annular rib 41 is gradually compressed by the taper inner surface 22 at the end of the short pipe while the short pipe is being compressed, as shown in FIG. Since the rubber ring 5 is pulled into the inside 2, the degree of addition of the compression strain is gentle, and the rubber ring 5 can be well prevented from being damaged.

【0019】 図2において、短管2内のリブ付管端部40の下側のリブ部分には、マンホ− ル1に接続された下水用リブ付管4が受ける土圧等の荷重のために圧縮力が作用 するが、短管2内でリブ付管端部40を支えるリブ41の箇数(短管主体部20 内でのリブの箇数)を4個以上にして充分に多くしてあるから、短管2内の各リ ブ41に加わる圧縮力を充分に小さくでき、これら各リブ41のへたりをよく防 止し得、ゴムリング5と短管内面200との圧接状態を良好に保持できる(圧接 状態を周方向に一様に保持できる)。In FIG. 2, a rib portion below the ribbed pipe end portion 40 in the short pipe 2 is subjected to a load such as earth pressure received by the sewage ribbed pipe 4 connected to the manhole 1. Although a compressive force is applied to the short pipe 2, the number of ribs 41 supporting the ribbed pipe end portion 40 in the short pipe 2 (the number of ribs in the short pipe main portion 20) is set to 4 or more and sufficiently increased. Therefore, the compressive force applied to each rib 41 in the short pipe 2 can be sufficiently reduced, the settling of each rib 41 can be well prevented, and the pressure contact state between the rubber ring 5 and the short pipe inner surface 200 can be prevented. Good retention (pressurized state can be maintained uniformly in the circumferential direction).

【0020】 上記において短管主体部20の長さをリブ間隔の7倍以下とし、かつ、テ−パ 内面の短管端部の長さをリブ間隔の1/4乃至1/2としてあるから、短管2の 長さを充分に短くでき(短管端部テ−パ内面の角度は100〜450好ましくは1 50〜300とされ、短管端部長さlがリブ間隔の1/4以下では、図4の(ロ) において高さHをリブ41からのゴムリング5の突出高さhに比べて充分に大き くできず、テ−バ面縁端220のゴムリング5への食い込みが問題となる)、短 管2のマンホ−ル側壁12への取付が容易であり、また、短管2へのゴムリング 装着リブ付管端部40の挿通も容易である。In the above description, the length of the short pipe main body portion 20 is set to 7 times or less of the rib interval, and the length of the short pipe end portion on the inner surface of the taper is set to 1/4 to 1/2 of the rib interval. , the length of the short pipe 2 to be sufficiently short (short tube end Te - angle Pas inner surface is 10 0 to 45 0 preferably is 1 5 0 - 30 0, Tankantan director, l is the rib spacing If it is 1/4 or less, the height H cannot be made sufficiently larger than the protruding height h of the rubber ring 5 from the rib 41 in FIG. It is easy to attach the short tube 2 to the manhole side wall 12, and it is also easy to insert the rubber ring mounting rib-equipped tube end portion 40 into the short tube 2.

【0021】 本考案のマンホ−ル用継手によれば、上記したようにゴムリングを損傷させる ことなくマンホ−ル接続用リブ付管を既敷設の最後尾管に対して容易にやりとり できる。このことは次の試験例からも明らかである。According to the manhole coupling of the present invention, as described above, the ribbed pipe for connecting the manhole can be easily exchanged with the existing tail pipe without damaging the rubber ring. This is also clear from the following test example.

【0022】 試験例1 リブ付管には内径250mm,リブ外径286.2mm,リブ間溝部外径25 8.8mm,リブ間隔30.5mmの塩化ビニル管を使用した。本考案のマンホ −ル用継手には、短管内径287.8mm,短管主体部長さ150mm,内面テ −パの端部長さ10mm,テ−パ角300,厚み9mm,全長170mm,サド ル400mm角,サドル厚み5mmの硬質塩化ビニル射出成形品を使用し、この マンホ−ル用継手のサドルをマンホ−ルの側壁に2液硬化タイプのエポキシ接合 剤で接着固定した。Test Example 1 As the ribbed tube, a vinyl chloride tube having an inner diameter of 250 mm, a rib outer diameter of 286.2 mm, an inter-rib groove portion outer diameter of 25 8.8 mm, and a rib interval of 30.5 mm was used. This invention of sailing - Le fitting short tube inner diameter 287.8Mm, short tube main unit length 150 mm, internal surface Te - pa edge length 10 mm, Te - Pas angle of 30 0, thickness 9 mm, total length 170 mm, Sad Le A hard vinyl chloride injection-molded product of 400 mm square and 5 mm saddle thickness was used, and the saddle of this manhole joint was adhesively fixed to the side wall of the manhole with a two-component curing type epoxy bonding agent.

【0023】 ついで、上記リブ付管の管端部にゴムリングを装着し(装着外径は294mm) 、この管端部を短管に貫挿し、更に、引き戻してゴムリングを短管の中央に位置 させた。Then, a rubber ring is attached to the pipe end of the ribbed pipe (the outer diameter of the attachment is 294 mm), the pipe end is inserted into the short pipe, and then the rubber ring is pulled back to the center of the short pipe. Positioned.

【0024】 この場合、ゴムリング装着リブ付管端部の貫挿・引き戻し中に要した最大の力 は約55kgであり、ゴムリングには何らの損傷も観られなかった。 試験例2 リブ付管には内径200mm,リブ外径228.8mm,リブ間溝部外径20 7.7mm,リブ間隔25.4mmの塩化ビニル管を使用した。本考案のマンホ −ル用継手には、短管内径230.1mm,短管主体部長さ125mm,内面テ −パの端部長さ8mm,テ−パ角300,厚み7mm,全長141mm,サドル 340mm角,サドル厚み5mmの硬質塩化ビニル二次加工品を使用し、試験例 1と同様にしてリブ付管のやりとりを行った(ゴムリングの装着外径は約235 mm)。この場合に要した最大の力は約50kgであり、試験例1と同様ゴムリン グには何らの損傷も観られなかった。In this case, the maximum force required during the insertion / retraction of the end portion of the rubber ring-attached ribbed tube was about 55 kg, and no damage was observed on the rubber ring. Test Example 2 As the ribbed pipe, a vinyl chloride pipe having an inner diameter of 200 mm, a rib outer diameter of 228.8 mm, an interrib rib groove outer diameter of 20 7.7 mm, and a rib interval of 25.4 mm was used. Of the present invention sailing - Le fitting short tube inner diameter 230.1Mm, short tube main unit length 125 mm, internal surface Te - Pas end length 8 mm, Te - Pas angle of 30 0, thickness 7 mm, total length 141 mm, saddle 340mm Using a hard vinyl chloride secondary processed product having a corner and a saddle thickness of 5 mm, the ribbed tube was exchanged in the same manner as in Test Example 1 (the outer diameter of the rubber ring mounted was about 235 mm). The maximum force required in this case was about 50 kg, and no damage was observed on the rubber ring as in Test Example 1.

【0025】[0025]

【考案の効果】[Effect of the device]

本考案のマンホ−ル用継手は上述した通りの構成であり、ゴムリングを装着し たリブ付管端部をマンホ−ルに取り付けた短管に貫挿し、更に引き戻してもゴム リングを何ら損傷させることがないので、マンホ−ル接続用リブ付管を既敷設の 最後尾管にやりとり工法により容易に接続できる。また、土圧等の荷重に対しリ ブ付管端部を短管内にリブで安定に支持でき、同荷重による短管内のゴムリング の変形をよく防止でき、短管とマンホ−ル接続用リブ付管との間の止水性を安定 に保持できる。 The manhole fitting of the present invention is constructed as described above, and even if the end of the ribbed pipe with the rubber ring is inserted into the short pipe attached to the manhole and then pulled back, the rubber ring is not damaged. Since there is no need to do so, the pipe with ribs for connecting the manhole can be easily connected to the existing tail pipe by the exchange method. In addition, the rib end can be stably supported by ribs in the short pipe against load such as earth pressure, and deformation of the rubber ring in the short pipe due to the same load can be prevented well, and the rib for connecting the short pipe and the manhole can be prevented. It is possible to stably maintain the waterproof property with the attached pipe.

【0026】 更にまた、短管寸法を充分に小さくできるので、短管のマンホ−ルへの取付、 マンホ−ル接続用リブ付管のゴムリング装着管端部の短管への挿通を容易に行う ことができる。Furthermore, since the size of the short pipe can be made sufficiently small, it is easy to attach the short pipe to the manhole and to insert the rubber ring mounting pipe end portion of the pipe with ribs for connecting the manhole into the short pipe. It can be carried out.

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

【図1】本考案の実施例を一部を断面で示す平面図であ
る。
FIG. 1 is a plan view showing a part of an embodiment of the present invention in section.

【図2】本考案のマンホ−ル用継手を使用したリブ付管
とマンホ−ルとの接続構造を一部を断面で示す平面図で
ある。
FIG. 2 is a plan view showing a partial cross-section of a connecting structure between a ribbed tube and a manhole using the manhole joint of the present invention.

【図3】本考案のマンホ−ル継手の製作方法の一例を示
す説明図である。
FIG. 3 is an explanatory view showing an example of a method for manufacturing a manhole joint of the present invention.

【図4】図4の(イ)は本考案マンホ−ル用継手を使用
してリブ付管をマンホ−ルに接続する際のやりとり工法
を一部を断面で示す平面図、図4の(ロ)は同施工時で
のゴムリング装着リブ付管端部の短管への挿入状態を示
す部分断面図である。
FIG. 4 (a) is a plan view partially showing a cross-section of an exchanging method for connecting a ribbed tube to a manhole by using the joint for a manhole of the present invention, and FIG. (B) is a partial cross-sectional view showing a state where the rubber ring-attaching rib-equipped pipe end portion is inserted into the short pipe during the same construction.

【図5】従来のマンホ−ル用継手を使用した下水用管と
マンホ−ルとの接続構造を、一部を断面で示す平面図で
ある。
FIG. 5 is a plan view, partly in cross section, of a connection structure between a sewage pipe and a manhole, which uses a conventional joint for a manhole.

【符号の説明】[Explanation of symbols]

1 マンホ−ル 12 側壁 A マンホ−ル用継手 2 短管 20 短管主体部 21 サドル 22 短管両端部のテ−パ内面 4 下水用リブ付管 41 リブ 5 ゴムリング 1 Manhole 12 Side Wall A Manhole Joint 2 Short Pipe 20 Short Pipe Main Body 21 Saddle 22 Taper Inner Surface of Both Ends of Short Pipe 4 Pipe with Rib for Sewage 41 Rib 5 Rubber Ring

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】マンホ−ル側壁に固着されるサドルの設け
られた短管を有し、この短管に、外面に一定間隔ごとに
環状リブを有する下水用リブ付管の管端部が環状リブ間
に装着されたゴムリングを介して挿入されるマンホ−ル
接続用の継手において、上記短管の両端部内面がテ−パ
面とされ、同短管の上記両端部を除く主体部分の内径が
一様とされ、上記の各短管端部の長さが上記リブ間隔の
1/2乃至1/4とされ、短管主体部の長さが同リブ間
隔の4倍乃至7倍とされていることを特徴とするマンホ
−ル用継手。
1. A short pipe provided with a saddle fixed to a side wall of a manhole, and a pipe end portion of a pipe with ribs for sewage, which has annular ribs on its outer surface at regular intervals, has an annular shape. In a joint for manhole connection inserted through a rubber ring mounted between ribs, the inner surfaces of both end portions of the short pipe are tapered surfaces, and the main portion of the short pipe except for the both end portions thereof is The inner diameter is uniform, the length of each short tube end is 1/2 to 1/4 of the rib interval, and the length of the short tube main part is 4 to 7 times the rib interval. A fitting for a manhole, which is characterized in that
JP8506391U 1991-10-18 1991-10-18 Manhole fittings Pending JPH0538040U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8506391U JPH0538040U (en) 1991-10-18 1991-10-18 Manhole fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8506391U JPH0538040U (en) 1991-10-18 1991-10-18 Manhole fittings

Publications (1)

Publication Number Publication Date
JPH0538040U true JPH0538040U (en) 1993-05-21

Family

ID=13848177

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8506391U Pending JPH0538040U (en) 1991-10-18 1991-10-18 Manhole fittings

Country Status (1)

Country Link
JP (1) JPH0538040U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3086187B2 (en) * 1997-05-10 2000-09-11 株式会社モール工業 Press fitting device for shaft shaft casing

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3086187B2 (en) * 1997-05-10 2000-09-11 株式会社モール工業 Press fitting device for shaft shaft casing

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