JPH0333826Y2 - - Google Patents

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Publication number
JPH0333826Y2
JPH0333826Y2 JP5333786U JP5333786U JPH0333826Y2 JP H0333826 Y2 JPH0333826 Y2 JP H0333826Y2 JP 5333786 U JP5333786 U JP 5333786U JP 5333786 U JP5333786 U JP 5333786U JP H0333826 Y2 JPH0333826 Y2 JP H0333826Y2
Authority
JP
Japan
Prior art keywords
pipe
main body
drain pipe
drainage
socket
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
Application number
JP5333786U
Other languages
Japanese (ja)
Other versions
JPS62163587U (en
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 filed Critical
Priority to JP5333786U priority Critical patent/JPH0333826Y2/ja
Publication of JPS62163587U publication Critical patent/JPS62163587U/ja
Application granted granted Critical
Publication of JPH0333826Y2 publication Critical patent/JPH0333826Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は多数連結して排水路を形成するために
使用される排水管に関するものである。
[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to a drain pipe that is used to connect a large number of drain pipes to form a drainage channel.

(従来の技術) 一般に、排水路は多数の排水管を順次連結して
形成するが、従来の排水管は第4図に示す如く円
筒状の管主体部2の一端にソケツト部3を形成し
て、該ソケツト部3内に別の排水管1の管主体部
2の先端2aを嵌入し得るようにされており、し
かも前記排水管1相互の連結を容易にするため、
第4図図示の如く、ソケツト部3の内径M′を管
主体部2の外径N′よりやや大径に形成している。
(Prior Art) Generally, a drainage channel is formed by sequentially connecting a large number of drainage pipes, but in a conventional drainage pipe, a socket part 3 is formed at one end of a cylindrical pipe main part 2, as shown in FIG. The distal end 2a of the main body part 2 of another drain pipe 1 can be fitted into the socket part 3, and in order to facilitate the connection of the drain pipes 1 to each other,
As shown in FIG. 4, the inner diameter M' of the socket part 3 is formed to be slightly larger than the outer diameter N' of the tube main body part 2.

(考案が解決しようとする問題点) 従来の排水管は叙上の如く、ソケツト部3の内
径M′が管主体部2の外径N′よりやや大径に形成
されているので、排水管1相互を連結するに際
し、どうしても確実に芯合わせができず、特に第
5図図示の如く連結部の下部に段差が生じたとき
は、この部分にゴミ8などが堆積し、排水がスム
ーズに流れないという問題がある。
(Problem to be solved by the invention) As mentioned above, in the conventional drain pipe, the inner diameter M' of the socket part 3 is formed to be slightly larger than the outer diameter N' of the pipe main body part 2. 1. When connecting the parts, it is impossible to ensure alignment, especially if there is a step at the bottom of the connecting part as shown in Figure 5. Dust 8 will accumulate in this part, making it difficult for the drainage to flow smoothly. The problem is that there is no.

(問題点を解決するための手段) そこで本考案は、前記問題点を解決するための
手段として、管主体部の一端に形成したソケツト
部の内面に、管主体部と同軸でしかも該管主体部
の外径と同径の仮想円にほぼ内接する芯合わせ用
の突起を形成して排水管を構成するものである。
(Means for Solving the Problems) Therefore, as a means for solving the above-mentioned problems, the present invention provides a socket that is coaxial with the pipe main body and that is attached to the inner surface of the socket formed at one end of the pipe main body. The drain pipe is constructed by forming a centering protrusion that is substantially inscribed in a virtual circle having the same diameter as the outer diameter of the drain pipe.

(作 用) 本考案は前記手段により、排水管相互を連結し
て構成した排水路は、自動的に芯合わせができ、
排水管内にゴミなどが堆積せず、スムーズに排水
ができるものである。
(Function) According to the present invention, by using the above-mentioned means, a drainage channel constructed by connecting drainage pipes can be automatically aligned;
This allows for smooth drainage without dirt and debris accumulating in the drain pipe.

(実施例) 以下図面を参照して本考案の一実施例としての
暗渠排水管について詳細に説明する。
(Example) An underdrain drain pipe as an example of the present invention will be described in detail below with reference to the drawings.

第1図ないし第3図に示す本考案実施例の暗渠
排水管は粘土を高温焼成して形成したもので、円
筒直管状の管主体部2の一端にジヨイント用のソ
ケツト部3を形成し、さらに、管主体部2の外表
面には全長に亘り且つその全周に亘つて、その長
さ方向に平行に多数の水案内溝4,4……を形成
している。
The underdrain drainage pipe according to the embodiment of the present invention shown in Figs. 1 to 3 is formed by firing clay at high temperature, and a socket part 3 for a joint is formed at one end of the pipe main part 2 in the shape of a straight cylindrical pipe. Furthermore, a large number of water guide grooves 4, 4, . . . are formed on the outer surface of the tube main body 2 in parallel to the length direction over the entire length and around the entire circumference.

前記ジヨイント用のソケツト部3の内面はわず
かに外方に向けて傾斜拡開して形成し、先端の内
径Mは管主体部2の外径N1よりやや大径に形成
しており、ソケツト部3の内面には管主体部2と
同軸で且つその外径N1と同径の仮想円にほぼ内
接する3個の突起7,7,7を互に120゜の角度間
隔でソケツト部3の内面より突出形成している。
The inner surface of the socket part 3 for the joint is formed by expanding slightly outward, and the inner diameter M of the tip is slightly larger than the outer diameter N1 of the tube main part 2. On the inner surface of the part 3, three protrusions 7, 7, 7, which are coaxial with the tube main part 2 and substantially inscribed in an imaginary circle having the same diameter as the outer diameter N1 , are arranged at an angular interval of 120° from each other. It is formed to protrude from the inner surface of.

図示の排水管1の各部寸法の一例を示せば次の
通りである。なお、単位はmmである。
An example of the dimensions of each part of the illustrated drain pipe 1 is as follows. Note that the unit is mm.

排水管の長さL 600 排水管の厚さT 13 管主体部外径N1 126 ソケツト部先端内径M 140 水案内溝の幅W1 3 水案内溝の深さP 2 水案内溝の間隔Q 6 突起の高さH 5 突起の幅W2 18 突起中心と大径部先端との距離D 4.5 この暗渠排水管の使用方法並びにその作用を説
明すると、この暗渠排水管は第1図に示すよう
に、該排水管1のソケツト部3側が上流側でかつ
管主体部2より上方位置となるように若干傾斜し
た状態で多数本連結され、地中5に埋設される。
Length of the drain pipe L 600 Thickness of the drain pipe T 13 Outer diameter of the main body of the pipe N 1 126 Inner diameter of the socket tip M 140 Width of the water guide groove W 1 3 Depth of the water guide groove P 2 Spacing between the water guide grooves Q 6 Height of the protrusion H 5 Width of the protrusion W 2 18 Distance between the center of the protrusion and the tip of the large diameter part D 4.5 To explain how to use this culvert drainage pipe and its functions, this culvert drainage pipe is designed as shown in Figure 1. Then, a large number of drainage pipes 1 are connected in a slightly inclined state so that the socket part 3 side is on the upstream side and located above the main pipe part 2, and are buried in the ground 5.

このとき2本の排水管1,1の連結状態は、第
2図および第3図に示すようにソケツト部3の内
面に、別の排水管1の管主体部2の先端2aを嵌
合するが、ソケツト部3の内面より突出する3個
の突起7は管主体部2の外径と同径・同軸の仮想
円にほぼ内接する位置にあり、かつ各突起7は互
に等角度(120゜)間隔で配置されているので、ソ
ケツト部3の内面に別の排水管1の管主体部2の
先端2aを嵌入すれば、確実にかつ自動的に隣接
両排水管1,1の芯合わせができるものである。
At this time, the two drain pipes 1, 1 are connected by fitting the tip 2a of the pipe main body 2 of another drain pipe 1 into the inner surface of the socket part 3, as shown in FIGS. 2 and 3. However, the three protrusions 7 protruding from the inner surface of the socket part 3 are located at positions almost inscribed in an imaginary circle having the same diameter and coaxiality as the outer diameter of the tube main body part 2, and each protrusion 7 is at an equal angle (120゜) Since they are arranged at intervals, if the tip 2a of the main body part 2 of another drain pipe 1 is inserted into the inner surface of the socket part 3, the centering of the two adjacent drain pipes 1, 1 can be reliably and automatically aligned. It is something that can be done.

なお、各排水管1の外側には保水性を良くする
ための被覆材6が充填される。各排水管1の外表
面に地下水が付着すると、その地下水は水案内溝
4に案内されて管主体部2の外表面を伝つてその
先端2a側に流れ、排水管連結部のソケツト部3
の内側に排水される。
Note that the outside of each drain pipe 1 is filled with a coating material 6 for improving water retention. When groundwater adheres to the outer surface of each drain pipe 1, the groundwater is guided by the water guide groove 4, flows along the outer surface of the pipe main body 2, and flows toward the tip 2a of the drain pipe connecting portion.
is drained inside.

なお、管主体部2の外表面に付着した地下水は
その一部は毛細管現象により管主体部2内へ浸透
するとともに他の部分は水案内溝4に沿つて下流
側へ案内される。ソケツト部3内に案内された地
下水の排水管内を下流側に流れる。
Note that a part of the groundwater adhering to the outer surface of the pipe main body part 2 permeates into the pipe main part 2 by capillary action, and the other part is guided downstream along the water guide groove 4. The groundwater flows downstream through the drainage pipe guided into the socket part 3.

なお、排水管の材料として合成樹脂製のものも
使用することができるが、合成樹脂製の暗渠排水
管では管内に有機物が堆積し易く、また外表面に
付着した地下水が毛細管現象により管主体部2内
へ浸透しないので、土管を使用するのが好まし
い。
Note that synthetic resin drainage pipes can also be used, but synthetic resin underdrain drainage pipes tend to have organic matter deposited inside them, and groundwater adhering to the outer surface may leak into the main body of the pipe due to capillary action. It is preferable to use a clay pipe because it will not penetrate into the inside of the container.

前記実施例では、管主体部2に水案内溝4を有
して地下に埋設される暗渠排水管について説明し
たが、本考案は前記実施例に限定されず、ソケツ
ト部3の内面に芯合わせ用の突起7を形成した排
水管であれば(例えば地上設置のものでも)良い
ことは勿論である。
In the embodiment described above, an underdrain drainage pipe which is buried underground and has a water guide groove 4 in the pipe main body part 2 has been described, but the present invention is not limited to the embodiment described above. Of course, any drainage pipe (for example, one installed on the ground) that has a projection 7 formed thereon will suffice.

(考案の効果) 本考案は叙上の如く構成するものであるので、
排水管1を順次連結して排水路を形成する際に、
管主体部2の先端2aを別の排水管1のソケツト
部3の内面に嵌入すれば確実にかつ自動的に芯合
わせができるとともに、連結部にゴミなどが堆積
せず排水がスムーズに行われる等、実用上すぐれ
た効果を奏するものである。
(Effect of the invention) Since the invention is constructed as described above,
When forming a drainage channel by sequentially connecting the drain pipes 1,
By inserting the tip 2a of the pipe main body part 2 into the inner surface of the socket part 3 of another drain pipe 1, alignment can be performed reliably and automatically, and drainage can be carried out smoothly without dirt accumulating in the connecting part. etc., it has excellent practical effects.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の一実施例にかかる排水管の使
用状態説明図、第2図は第1図の排水管相互の連
結部分の部分拡大図、第3図は第2図のA矢視
図、第4図は従来の排水管の連結部の拡大図、第
5図は従来の排水管の使用状態説明図である。 1……排水管、2……管主体部、3……ソケツ
ト部、7……突起。
Fig. 1 is an explanatory diagram of the usage state of a drain pipe according to an embodiment of the present invention, Fig. 2 is a partially enlarged view of the connecting portion of the drain pipes in Fig. 1, and Fig. 3 is a view taken from arrow A in Fig. 2. FIG. 4 is an enlarged view of a connecting portion of a conventional drain pipe, and FIG. 5 is an explanatory diagram of the state in which the conventional drain pipe is used. 1...Drain pipe, 2...Pipe main part, 3...Socket part, 7...Protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管主体部2の一端に該管主体部2の外径より大
径の内径を有するソケツト部3を形成するととも
に、該ソケツト部3の内面に、前記管主体部2と
同軸でしかも該管主体部2の外径と同径の仮想円
にほぼ内接する芯合わせ用の突起7を形成したこ
とを特徴とする排水管。
A socket part 3 having an inner diameter larger than the outer diameter of the pipe main body part 2 is formed at one end of the pipe main part 2, and a socket part 3 that is coaxial with the pipe main part 2 and has an inner diameter larger than the outer diameter of the pipe main part 2 is formed on the inner surface of the socket part 3. A drain pipe characterized in that a projection 7 for centering is formed substantially inscribed in a virtual circle having the same diameter as the outer diameter of the portion 2.
JP5333786U 1986-04-08 1986-04-08 Expired JPH0333826Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5333786U JPH0333826Y2 (en) 1986-04-08 1986-04-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5333786U JPH0333826Y2 (en) 1986-04-08 1986-04-08

Publications (2)

Publication Number Publication Date
JPS62163587U JPS62163587U (en) 1987-10-17
JPH0333826Y2 true JPH0333826Y2 (en) 1991-07-17

Family

ID=30879305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5333786U Expired JPH0333826Y2 (en) 1986-04-08 1986-04-08

Country Status (1)

Country Link
JP (1) JPH0333826Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7299037B2 (en) * 2019-02-22 2023-06-27 前澤化成工業株式会社 Reducing pipe joint

Also Published As

Publication number Publication date
JPS62163587U (en) 1987-10-17

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