JP2010249155A - Conversion joint for culvert pipe, branch joint, flexible pipe, and culvert pipe using branch joint and flexible pipe - Google Patents

Conversion joint for culvert pipe, branch joint, flexible pipe, and culvert pipe using branch joint and flexible pipe Download PDF

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JP2010249155A
JP2010249155A JP2009096069A JP2009096069A JP2010249155A JP 2010249155 A JP2010249155 A JP 2010249155A JP 2009096069 A JP2009096069 A JP 2009096069A JP 2009096069 A JP2009096069 A JP 2009096069A JP 2010249155 A JP2010249155 A JP 2010249155A
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pipe
joint
perforated sheet
culvert
female
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Ryuichi Harigaya
竜一 張ヶ谷
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Shin Etsu Polymer Co Ltd
Shin Etsu Chemical Co Ltd
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Shin Etsu Polymer Co Ltd
Shin Etsu Chemical Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To prevent water leakage in a ventilation part of a culvert pipe and a connection part of a drain part for efficiently performing drainage of excessive water and cleaning of the culvert pipe and reducing the number of connection components used for the culvert pipe. <P>SOLUTION: In the culvert pipe including a perforated sheet pipe 10 and a resin straight pipe, a conversion joint 50, a branch joint 40, and a flexible pipe 60 are used for connection between the sheet pipe 10 and the resin straight pipe. The conversion joint 50 includes a female-type small-diameter connection port 50a, to which the perforated sheet pipe 10 is inserted liquid-tightly, and a female-type large-diameter connection port 50b to which the resin straight pipe having a diameter larger than that of the sheet pipe 10 is inserted liquid-tightly. In the branch joint 40, four female-type connection ports 40a-40d, to which the resin straight pipe is inserted liquid-tightly, are formed in cross form. The flexible pipe 60 includes a flexible pipe body 61 and a joint 62 connected to at least one end of the flexible pipe body 61 to connect the flexible pipe body 61 and the resin straight pipe together liquid-tightly. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、暗渠パイプ用の変換継手、分岐継手および可撓性管ならびにこれらを用いた暗渠パイプに関する。   The present invention relates to a conversion joint, a branch joint and a flexible pipe for a culvert pipe and a culvert pipe using these.

水田、畑などの土壌中の余剰水を排水して、土壌の水分をコントロールする方法として、土壌中に暗渠パイプを敷設することが行われている。暗渠パイプには、特許文献1に記載されているように、多数の孔が形成された樹脂製の有孔シートをパイプ状に成形した有孔シートパイプが使用されることが多い。   As a method of draining surplus water in soil such as paddy fields and fields and controlling the moisture of the soil, a culvert pipe is laid in the soil. As described in Patent Document 1, a perforated sheet pipe in which a resin-made perforated sheet formed with a large number of holes is formed into a pipe shape is often used as the underdrain pipe.

有孔シートパイプの敷設方法としては、有孔シートをパイプ成形器でパイプ状に成形しつつ、これをブルドーザで地中数十cmの深さにおいて牽引して、100m程度の長さに敷設する方法が一般的である。例えば、図7に概略的に示すように、こうして敷設される有孔シートパイプ10、10’は、通常、数m程度の間隔で互いに平行に複数本(この例では7本)配置される。   As a method for laying a perforated sheet pipe, a perforated sheet is formed into a pipe shape with a pipe molding machine, and pulled to a depth of several tens of centimeters with a bulldozer and laid to a length of about 100 m. The method is common. For example, as schematically shown in FIG. 7, the perforated sheet pipes 10, 10 ′ thus laid are usually arranged in parallel with each other at intervals of about several meters (in this example, seven).

このように複数本の有孔シートパイプ10、10’が敷設される場合、図示例のように、一方の端部に通気部20が形成され、他方の端部に排水部30が形成された有孔シートパイプ10と、これらが形成されていない有孔シートパイプ10’とが例えば交互に配置されることがある。そして、通気部20および排水部30が形成されていない有孔シートパイプ10’の両端と、この有孔シートパイプ10’に隣接する両側の有孔シートパイプ10の通気部20および排水部30とは、図8に通気部20を拡大して例示するように、複数のT字継手12、12’および連通管18により接続されている。   When a plurality of perforated sheet pipes 10 and 10 'are laid in this way, the ventilation portion 20 is formed at one end portion and the drainage portion 30 is formed at the other end portion as shown in the illustrated example. For example, the perforated sheet pipes 10 and the perforated sheet pipes 10 ′ in which they are not formed may be alternately arranged. Then, both ends of the perforated sheet pipe 10 ′ where the ventilation part 20 and the drainage part 30 are not formed, and the ventilation part 20 and the drainage part 30 of the perforated sheet pipe 10 on both sides adjacent to the perforated sheet pipe 10 ′ Are connected by a plurality of T-shaped joints 12, 12 ′ and a communication pipe 18 as illustrated in FIG.

通気部20および排水部30は、具体的には、図9に示すように構成されている。
すなわち、有孔シートパイプ10の一方の端部10aに、塩化ビニル樹脂製の接続管11aが接続された後、直列に連結された2つのT字継手12を経て、再度塩化ビニル樹脂製の接続管11bが接続され、ついで、可撓性のあるコルゲート管13が接続され、さらに直管からなる塩化ビニル樹脂製の立上がり管14が接続される。そして、コルゲート管13を適切な角度で上方に曲げて、立上がり管14の末端14aが土壌Sから大気中に突出するようにして、大気と連通する通気部20が形成されている。立上がり管14の末端14aには、通気孔付キャップ15が嵌められる。
一方、有孔シートパイプ10の他方の端部10bには、塩化ビニル樹脂製の接続管11aが接続された後、直列に連結された2つのT字継手12を経て、再度塩化ビニル樹脂製の接続管11bが接続され、ついで、コルゲート管13が接続され、さらに直管からなる塩化ビニル樹脂製の排水管16が接続される。そして、コルゲート管13を適切な角度で下方に曲げて、排水管16の末端16aが排水溝Dの側面から大気中に突出するようにして、有孔シートパイプ10内に集水された余剰水が排水溝Dに流れ込む排水部30が形成されている。排水管16の末端16aには、水閘17が嵌められる。
The ventilation part 20 and the drainage part 30 are specifically configured as shown in FIG.
That is, after the connection pipe 11a made of vinyl chloride resin is connected to one end 10a of the perforated sheet pipe 10, the connection made of vinyl chloride resin is again made through two T-shaped joints 12 connected in series. The pipe 11b is connected, then the flexible corrugated pipe 13 is connected, and the rising pipe 14 made of a vinyl chloride resin made of a straight pipe is connected. Then, the corrugated pipe 13 is bent upward at an appropriate angle so that the end 14a of the rising pipe 14 protrudes from the soil S into the atmosphere, so that a ventilation portion 20 communicating with the atmosphere is formed. A cap 15 with a vent hole is fitted to the end 14 a of the rising pipe 14.
On the other hand, after the connecting pipe 11a made of vinyl chloride resin is connected to the other end portion 10b of the perforated sheet pipe 10, it is again made of vinyl chloride resin through two T-shaped joints 12 connected in series. The connecting pipe 11b is connected, then the corrugated pipe 13 is connected, and further a drain pipe 16 made of vinyl chloride resin made of a straight pipe is connected. Then, surplus water collected in the perforated sheet pipe 10 so that the corrugated pipe 13 is bent downward at an appropriate angle so that the end 16a of the drain pipe 16 protrudes from the side surface of the drain groove D into the atmosphere. The drainage part 30 into which the wastewater flows into the drainage groove D is formed. A water tank 17 is fitted to the end 16 a of the drain pipe 16.

この例のように、通気部20および排水部30が形成された有孔シートパイプ10と、これらが形成されていない有孔シートパイプ10’とを組み合わせて配置し、連通管18により有孔シートパイプ10’の両端が通気部20および排水部30と連通するように暗渠パイプを構成すると、通気部20および排水部30が形成されていない有孔シートパイプ10’においても、通気を保ち、かつ、集水された余剰水を排水溝Dに排水することができる。このような構成は、全ての有孔シートパイプ10、10’に通気部20および排水部30をそれぞれ形成する構成に比べて、これらの形成コストを抑制でき、工期も短縮できるというメリットがある。   As in this example, the perforated sheet pipe 10 in which the ventilation part 20 and the drainage part 30 are formed and the perforated sheet pipe 10 ′ in which these are not formed are arranged in combination, and the perforated sheet is formed by the communication pipe 18. If the culvert pipe is configured such that both ends of the pipe 10 ′ communicate with the ventilation portion 20 and the drainage portion 30, the perforated sheet pipe 10 ′ where the ventilation portion 20 and the drainage portion 30 are not formed maintains ventilation, and The collected surplus water can be drained into the drainage groove D. Such a configuration has advantages in that the formation cost can be suppressed and the construction period can be shortened as compared with the configuration in which the ventilation portion 20 and the drainage portion 30 are respectively formed in all the perforated sheet pipes 10 and 10 ′.

特開2007−162357号公報JP 2007-162357 A

しかしながら、このような従来の暗渠パイプでは、通気部20における各管同士の接続部分(有孔シートパイプ10の端部10aと接続管11aとの接続部分、接続管11bとコルゲート管13との接続部分、コルゲート管13と立ち上がり管14との接続部分)や、排水部30における各管同士の接続部分(有孔シートパイプ10の端部10bと接続管11aとの接続部分、接続管11bとコルゲート管13との接続部分、コルゲート管13と排水管16との接続部分)は、いずれも単に各管の端部同士を嵌合させただけで構成されていた。そのため、有孔シートパイプ10、10’に集水された余剰水がこれらの接続部分から土壌S中に漏れ出てしまうという水漏れの問題があった。
さらに、暗渠パイプには、土砂、枯葉が入り込みやすいため、通常、洗浄ホースを通気部20の立上がり管14の末端14aから挿入して、土砂、枯葉などを排水部30から排出させる洗浄作業が定期的に実施されているが、このような洗浄作業時に、通気部20や排水部30で上述のような水漏れが起こると、効率的に土砂、枯葉を排水部30から排出させることができず、十分な洗浄効果が得られなかった。
However, in such a conventional culvert pipe, the connection part of each pipe | tube in the ventilation part 20 (The connection part of the edge part 10a of the perforated sheet pipe 10 and the connection pipe 11a, the connection of the connection pipe 11b and the corrugated pipe 13) Part, connecting part between corrugated pipe 13 and riser pipe 14), connecting part between each pipe in drainage part 30 (connecting part between end 10b of perforated sheet pipe 10 and connecting pipe 11a, connecting pipe 11b and corrugated The connecting portion with the pipe 13 and the connecting portion between the corrugated pipe 13 and the drain pipe 16) were all configured by simply fitting the ends of each pipe together. Therefore, there has been a problem of water leakage in which excess water collected in the perforated sheet pipes 10 and 10 ′ leaks into the soil S from these connecting portions.
Furthermore, since dirt and dead leaves are likely to enter the culvert pipe, a cleaning operation is usually performed in which a washing hose is inserted from the end 14a of the rising pipe 14 of the ventilation portion 20 and the earth and sand and dead leaves are discharged from the drainage portion 30. However, when such a water leak occurs in the ventilation unit 20 or the drainage unit 30 during such a cleaning operation, the earth and sand and dead leaves cannot be efficiently discharged from the drainage unit 30. A sufficient cleaning effect could not be obtained.

また、このような従来の暗渠パイプでは、通気部20および排水部30が形成されていない有孔シートパイプ10’の両端を通気部20および排水部30に連通させる場合には、図8に示したように、直列に連結させた2つのT字継手12を使用していたため、接続部品数がかさむという問題もあった。   Further, in such a conventional underdrain pipe, when both ends of the perforated sheet pipe 10 ′ in which the ventilation part 20 and the drainage part 30 are not formed are communicated with the ventilation part 20 and the drainage part 30, it is shown in FIG. 8. As described above, since two T-shaped joints 12 connected in series are used, there is a problem that the number of connecting parts is increased.

本発明は上記事情に鑑みてなされたもので、暗渠パイプの通気部や排水部の接続部分における水漏れを防止し、余剰水の排水や暗渠パイプの洗浄を効率的に行うことができ、使用される接続部品数も抑制できる暗渠パイプと、これに使用される暗渠パイプ用の変換継手、分岐継手および可撓性管の提供を課題とする。   The present invention has been made in view of the above circumstances, can prevent water leakage at the connecting portion of the vent portion and drainage portion of the underdrain pipe, can efficiently drain the excess water and wash the underdrain pipe, and can be used. It is an object of the present invention to provide a culvert pipe that can also suppress the number of connected parts, and a conversion joint, a branch joint, and a flexible pipe for the culvert pipe used therefor.

本発明の変換継手は、土壌中の余剰水を排水する暗渠パイプに使用される変換継手であって、有孔シートパイプが液密に挿入される雌型の小径接続口と、前記有孔シートパイプよりも大径の樹脂製の直管が液密に挿入される雌型の大径接続口とが形成されたことを特徴とする。
前記小径接続口には、内面取り加工が施されていることが好ましい。
本発明の分岐継手は、土壌中の余剰水を排水する暗渠パイプに使用される分岐継手であって、樹脂製の直管が液密に挿入される雌型の接続口が4つ形成され、かつ、これらの接続口が十字に形成されたことを特徴とする。
本発明の可撓性管は、土壌中の余剰水を排水する暗渠パイプに使用される可撓性管であって、可撓性管本体と、該可撓性管本体の少なくとも一端に接合され、該可撓性管本体と樹脂製の直管とを液密に接続する継手とを備えていることを特徴とする。
本発明の暗渠パイプは、土壌中の余剰水を排水する暗渠パイプであって、
有孔シートがパイプ状に成形された有孔シートパイプと、
複数の樹脂製の直管と、
前記有孔シートパイプが液密に挿入される雌型の小径接続口と、前記有孔シートパイプよりも大径の樹脂製の直管が液密に挿入される雌型の大径接続口とが形成された変換継手と、
樹脂製の直管が液密に挿入される雌型の接続口が4つ形成され、かつ、これらの接続口が十字に形成された分岐継手と、
可撓性管本体と、該可撓性管本体の少なくとも一端に接合され、該可撓性管本体と樹脂製の直管とを液密に接続する継手とを備えた可撓性管、を具備して構成されたことを特徴とする暗渠パイプ。
The conversion joint of the present invention is a conversion joint used for a culvert pipe that drains surplus water in soil, and is a female-type small-diameter connection port into which a perforated sheet pipe is inserted in a liquid-tight manner, and the perforated sheet. A female large-diameter connection port into which a straight resin pipe having a diameter larger than that of the pipe is liquid-tightly inserted is formed.
The small-diameter connection port is preferably subjected to inner surface machining.
The branch joint of the present invention is a branch joint used for a culvert pipe that drains surplus water in the soil, and four female connection ports into which a resin straight pipe is inserted in a liquid-tight manner are formed, In addition, these connection ports are formed in a cross shape.
The flexible tube of the present invention is a flexible tube used for a culvert pipe that drains surplus water in soil, and is joined to at least one end of the flexible tube main body and the flexible tube main body. The flexible pipe main body and a resin straight pipe are provided with a joint for liquid-tight connection.
The underdrain pipe of the present invention is an underdrain pipe that drains surplus water in the soil,
A perforated sheet pipe in which a perforated sheet is formed into a pipe shape;
A plurality of resin straight pipes;
A female-type small-diameter connection port into which the perforated sheet pipe is inserted in a liquid-tight manner, and a female-type large-diameter connection port into which a resin straight pipe having a larger diameter than the perforated sheet pipe is inserted in a liquid-tight manner A conversion joint formed with
A branch joint in which four female connection ports into which resin straight pipes are inserted in a liquid-tight manner are formed, and these connection ports are formed in a cross shape;
A flexible tube comprising: a flexible tube main body; and a joint that is bonded to at least one end of the flexible tube main body and fluidly connects the flexible tube main body and a resin straight pipe. A culvert pipe characterized by comprising.

本発明によれば、暗渠パイプの通気部や排水部の接続部分における水漏れを防止し、余剰水の排水や暗渠パイプの洗浄を効率的に行うことができ、使用される接続部品数も抑制できる暗渠パイプと、これに使用される暗渠パイプ用の変換継手、分岐継手および可撓性管を提供できる。   According to the present invention, it is possible to prevent water leakage at the connection portion of the vent of the underdrain pipe and the drainage portion, to efficiently drain the excess water and to wash the underdrain pipe, and to suppress the number of connecting parts used. Can be provided, and conversion joints, branch joints and flexible pipes for the culvert pipes used therefor can be provided.

本発明の暗渠パイプの敷設例を示す概略透視平面図である。It is a schematic perspective plan view which shows the example of laying of the culvert pipe of this invention. 図1の一部分を拡大した拡大透視平面図である。FIG. 2 is an enlarged perspective plan view in which a part of FIG. 1 is enlarged. 図1の暗渠パイプの構成を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view which shows the structure of the culvert pipe of FIG. 本発明の変換継手の一例を示す(a)断面図と、(b)正面図である。It is (a) sectional drawing and an (b) front view which show an example of the conversion coupling of this invention. 本発明の分岐継手の一例を示す(a)断面図と、(b)正面図である。It is (a) sectional drawing and an (b) front view which show an example of the branch joint of this invention. 本発明の可撓性管の一例を示す(a)部分断面図と、(b)正面図である。It is (a) partial sectional view and an (b) front view which show an example of the flexible pipe | tube of this invention. 従来の暗渠パイプの敷設例を示す概略透視平面図である。It is a schematic perspective plan view which shows the example of laying of the conventional culvert pipe. 図7の一部分を拡大した拡大透視平面図である。FIG. 8 is an enlarged perspective plan view in which a part of FIG. 7 is enlarged. 図7の暗渠パイプの構成を示す概略縦断面図である。It is a schematic longitudinal cross-sectional view which shows the structure of the culvert pipe of FIG.

以下、本発明について詳細に説明する。
本発明の暗渠パイプは、水田、畑などの土壌に含まれる余剰水を排水して、土壌の水分をコントロールするものである。図1は、本発明の暗渠パイプの敷設例を示す概略透視平面図、図2は図1の一部分を拡大した拡大透視平面図、図3は図1の暗渠パイプの構成を示す概略縦断面図である。
Hereinafter, the present invention will be described in detail.
The underdrain pipe of the present invention controls the moisture of the soil by draining excess water contained in the soil such as paddy fields and fields. 1 is a schematic perspective plan view showing an example of laying of a culvert pipe of the present invention, FIG. 2 is an enlarged perspective plan view enlarging a part of FIG. 1, and FIG. 3 is a schematic longitudinal sectional view showing a configuration of the culvert pipe of FIG. It is.

この例の暗渠パイプは、多数の孔が形成されたポリエチレン製の有孔シートをパイプ状に成形した有孔シートパイプ10、10’が、深さ数十cm程度の土壌S中に埋設されて敷設されたものである。
有孔シートパイプ10、10’は、図1に示すように互いに平行に複数本(この例では7本)配置され、一方の端部に通気部20が形成され、他方の端部に排水部30が形成された有孔シートパイプ10と、通気部20および排水部30が形成されていない有孔シートパイプ10’とがこの例では交互に敷設されている。そして、通気部20および排水部30が形成されていない有孔シートパイプ10’の両端と、この有孔シートパイプ10’に隣接する両側の有孔シートパイプ10の通気部20および排水部30とは、図2に通気部20を拡大して例示するように、分岐継手40、T字継手12’および直管からなる連通管18により、連通するように接続されている。
In the underdrain pipe of this example, perforated sheet pipes 10 and 10 ′ formed by molding a polyethylene perforated sheet having a large number of holes into a pipe shape are embedded in soil S having a depth of about several tens of centimeters. It is laid.
As shown in FIG. 1, a plurality of perforated sheet pipes 10 and 10 'are arranged in parallel to each other (seven in this example), a ventilation portion 20 is formed at one end, and a drainage portion is provided at the other end. In this example, the perforated sheet pipe 10 having 30 formed therein and the perforated sheet pipe 10 'in which the ventilation portion 20 and the drainage portion 30 are not formed are alternately laid. Then, both ends of the perforated sheet pipe 10 ′ where the ventilation part 20 and the drainage part 30 are not formed, and the ventilation part 20 and the drainage part 30 of the perforated sheet pipe 10 on both sides adjacent to the perforated sheet pipe 10 ′ As shown in FIG. 2 in an enlarged manner, the ventilation portion 20 is connected to be communicated by a branch pipe 40, a T-shaped joint 12 ′, and a communication pipe 18 made of a straight pipe.

通気部20および排水部30は、具体的には、図3に示すように構成されている。
すなわち、通気部20は、有孔シートパイプ10の一方の端部10aに接続された変換継手50と、この変換継手50に接続された塩化ビニル樹脂製の直管からなる接続管11aと、この接続管11aに接続された分岐継手40と、この分岐継手40に接続された塩化ビニル樹脂製の直管からなる接続管11bと、この接続管11bに接続された可撓性管60と、この可撓性管60に接続された塩化ビニル樹脂製の直管からなる立上がり管14とを具備して構成されている。そして、立上がり管14の末端14aが大気中に突出することで、暗渠パイプ内の通気が保たれるようになっている。立上がり管14の末端14aには、通常、通気孔付キャップ15が嵌められている。
一方、排水部30は、有孔シートパイプ10の一方の端部10bに接続された変換継手50と、この変換継手50に接続された塩化ビニル樹脂製の直管からなる接続管11aと、この接続管11aに接続された分岐継手40と、この分岐継手40に接続された塩化ビニル樹脂製の直管からなる接続管11bと、この接続管11bに接続された可撓性管60と、この可撓性管60に接続された塩化ビニル樹脂製の直管からなる排水管16とを具備して構成されている。そして、排水管16の末端16aが排水溝Dの側面から大気中に突出することで、暗渠パイプ内に集水された余剰水が排水溝Dに排水されるようになっている。排水管16の末端16aには、水閘17が嵌められている。
The ventilation part 20 and the drainage part 30 are specifically configured as shown in FIG.
That is, the ventilation part 20 includes a conversion joint 50 connected to one end 10a of the perforated sheet pipe 10, a connection pipe 11a made of a straight pipe made of vinyl chloride resin connected to the conversion joint 50, A branch joint 40 connected to the connection pipe 11a; a connection pipe 11b made of a straight pipe made of vinyl chloride resin connected to the branch joint 40; a flexible pipe 60 connected to the connection pipe 11b; And a riser pipe 14 made of a straight pipe made of vinyl chloride resin connected to a flexible pipe 60. And the ventilation | gas_flowing in a culvert pipe is maintained because the terminal 14a of the riser pipe 14 protrudes in air | atmosphere. A cap 15 with a vent hole is usually fitted to the end 14 a of the riser 14.
On the other hand, the drainage part 30 includes a conversion joint 50 connected to one end 10b of the perforated sheet pipe 10, a connection pipe 11a made of a straight pipe made of vinyl chloride resin connected to the conversion joint 50, A branch joint 40 connected to the connection pipe 11a; a connection pipe 11b made of a straight pipe made of vinyl chloride resin connected to the branch joint 40; a flexible pipe 60 connected to the connection pipe 11b; And a drain pipe 16 made of a straight pipe made of vinyl chloride resin and connected to the flexible pipe 60. And since the terminal end 16a of the drainage pipe 16 protrudes from the side surface of the drainage groove D into the atmosphere, surplus water collected in the culvert pipe is drained into the drainage groove D. A water tank 17 is fitted to the end 16 a of the drain pipe 16.

図4は、この例で使用されている変換継手50を示す図である。
この変換継手50は、塩化ビニル樹脂からなり、有孔シートパイプ10のいずれか一方の端部10a、10bと、これに対向するように配置された接続管11aの一方の端部とが液密に接続される直管状のものであって、いずれも断面円形である雌型の小径接続口50aと雌型の大径接続口50bとが形成されている。小径接続口50aには有孔シートパイプの端部10a、10bが液密に挿入され、大径接続口50bには有孔シートパイプよりも大径の接続管11aの端部が液密に挿入される。小径接続口50aおよび大径接続口50bがいずれも雌型であると、接続部分を縮径することなく接続することができる。また、この例では図示のように、小径接続口50aには、内面取り加工が施され、有孔シートパイプ10の端部10a、10bが挿入されやすいようになっている。
また、この変換継手50を接続する際において、大径接続口50bにおける接続には接着剤が使用され、大径接続口50bと接続管11aの端部とは接合される。一方、小径接続口50aにおける接続には接着剤は使用されず、有孔シートパイプ10の端部10a、10bが単に挿入されるだけであり、敷設時に長さ調整がしやすく、また、敷設後には、気温などの外因による有孔シートパイプ10、接続管11aなどの膨張、収縮を吸収できるようにされている。
FIG. 4 is a view showing the conversion joint 50 used in this example.
The conversion joint 50 is made of a vinyl chloride resin, and one end 10a, 10b of the perforated sheet pipe 10 and one end of the connecting pipe 11a arranged so as to face the liquid pipe are liquid-tight. A female small-diameter connection port 50a and a female large-diameter connection port 50b, both having a circular cross section, are formed. The ends 10a and 10b of the perforated sheet pipe are liquid-tightly inserted into the small-diameter connection port 50a, and the ends of the connection pipe 11a having a larger diameter than the perforated sheet pipe are liquid-tightly inserted into the large-diameter connection port 50b. Is done. If both the small-diameter connection port 50a and the large-diameter connection port 50b are female, the connection portion can be connected without reducing the diameter. Further, in this example, as shown in the drawing, the small diameter connection port 50a is subjected to inner surface machining so that the end portions 10a and 10b of the perforated sheet pipe 10 are easily inserted.
Moreover, when connecting this conversion coupling 50, an adhesive is used for the connection in the large diameter connection port 50b, and the large diameter connection port 50b and the end of the connection pipe 11a are joined. On the other hand, no adhesive is used for the connection at the small-diameter connection port 50a, the end portions 10a and 10b of the perforated sheet pipe 10 are simply inserted, and the length can be easily adjusted during laying. Can absorb expansion and contraction of the perforated sheet pipe 10 and the connecting pipe 11a due to external factors such as air temperature.

このような変換継手50の製法としては、射出成形法が例示できる。また、塩化ビニル樹脂製の直管を用意し、その一方の端部をオイルバスなどにより加温して軟化させ、ついで、軟化した端部にこの直管よりも大径の金型を挿入後、冷却して、この端部を拡径する方法が例示できる。
このような変換継手50を使用すると、通気部20および排水部30において、有孔シートパイプ10の端部10a、10bと接続管11aの端部とを液密性よく接続することができ、この接続部分における水漏れを防止し、余剰水の排水や暗渠パイプの洗浄を効率的に行うことができる。
An example of a method for producing such a conversion joint 50 is an injection molding method. In addition, a straight pipe made of vinyl chloride resin is prepared, and one end of the pipe is heated and softened with an oil bath or the like, and then a mold having a diameter larger than that of the straight pipe is inserted into the softened end. A method of cooling and expanding the diameter of this end can be exemplified.
When such a conversion joint 50 is used, the end portions 10a and 10b of the perforated sheet pipe 10 and the end portion of the connection pipe 11a can be connected with good liquid tightness in the ventilation portion 20 and the drainage portion 30. Water leakage at the connecting portion can be prevented, and excess water can be drained and culvert pipes can be efficiently washed.

図5は、この例で使用されている分岐継手40を示す図である。
この分岐継手40は、塩化ビニル樹脂製の射出成形体であり、この分岐継手40には、塩化ビニル樹脂製の直管からなる接続管11a、11bがそれぞれ液密に挿入される2つの雌型の接続口40a、40bが互いに対向する位置に形成され、塩化ビニル樹脂製の直管からなる連通管18がそれぞれ液密に挿入される2つの雌型の接続口40c、40dが互いに対向する位置に形成されている。これら4つの接続口40a〜40dは、隣接する接続口同士のなす角度がいずれも90度となるように、すなわち十字に形成されている。また、これら4つの接続口40a〜40dは、いずれも断面円形で同径とされている。各接続口40a〜40dがいずれも雌型であると、接続部分を縮径することなく接続することができる。
また、この例では、各接続口40a〜40dにおける接続には接着剤が使用され、各接続口40a〜40dとそれに挿入された接続管11a、11bおよび連通管18の端部とは接合される。
FIG. 5 is a view showing the branch joint 40 used in this example.
This branch joint 40 is an injection-molded body made of vinyl chloride resin. In this branch joint 40, two female molds into which connecting pipes 11a and 11b made of straight pipes made of vinyl chloride resin are inserted in a liquid-tight manner, respectively. The connection ports 40a and 40b are formed at positions facing each other, and the two female connection ports 40c and 40d into which the communication pipe 18 made of a straight pipe made of vinyl chloride resin is inserted in a liquid-tight manner are facing each other. Is formed. These four connection ports 40a to 40d are formed in a cross so that the angles formed by the adjacent connection ports are all 90 degrees. Further, these four connection ports 40a to 40d are all circular in cross section and have the same diameter. When each of the connection ports 40a to 40d is a female type, the connection portion can be connected without reducing the diameter.
In this example, an adhesive is used for connection at each of the connection ports 40a to 40d, and the connection ports 40a to 40d are joined to the end portions of the connection tubes 11a and 11b and the communication tube 18 inserted therein. .

このような分岐継手40を使用すると、通気部20および排水部30において、2本の連通管18と、2本の接続管11a、11bとの合計4本を1つの部材で接続することができ、従来のように2つのT字継手12を連結して使用する必要がなくなる。よって、暗渠パイプの敷設に使用される接続部品数を抑制することができる。また、接続口40a〜40dが十字に形成されているため、図2のように接続管11a、11bおよび連通管18を直角に連結して、図1のような暗渠パイプを構成することができる。   When such a branch joint 40 is used, a total of four of the two communication pipes 18 and the two connection pipes 11a and 11b can be connected by one member in the ventilation part 20 and the drainage part 30. Thus, it is not necessary to connect and use the two T-shaped joints 12 as in the prior art. Therefore, the number of connection parts used for laying a culvert pipe can be suppressed. Further, since the connection ports 40a to 40d are formed in a cross shape, the connection pipes 11a and 11b and the communication pipe 18 can be connected at right angles as shown in FIG. 2 to constitute a culvert pipe as shown in FIG. .

図6は、この例で使用されている可撓性管60を示す図である。
この可撓性管60は、曲折自在な可撓性管本体61と、その両端に接着剤63により接合された塩化ビニル樹脂製の直管状の継手62とからなるものである。ここで使用されている各継手62には、可撓性管本体61が液密に挿入される雌型の大径接続口62aと、これよりも小さな径からなる雌型の小径接続口62bとがそれぞれ形成されている。
この可撓性管60は、通気部20においては、一方の継手62の小径接続口62bには立上がり管14が液密に挿入され、可撓性管本体61が適度な角度で上方に曲げられることで、立上がり管14の末端14aが大気中に突出するようにされている。他方の継手62の小径接続口62bには、接続管11bが液密に挿入される。
一方、排水部30においては、一方の継手62の小径接続口62bには排水管16が液密に接続され、可撓性管本体61が適度な角度で下方に曲げられることで、排水管16の末端16aが排水溝Dの側面から大気中に突出するようにされている。他方の継手62の小径接続口62bには、接続管11bが液密に挿入される。
小径接続口62bおよび大径接続口62aがいずれも雌型であると、接続部分を縮径することなく接続することができる。
また、この例では、小径接続口62bにおける接続にも接着剤が使用され、小径接続口62bとそれに挿入された接続管11b、立上がり管14、排水管16の各端部とは接合される。
可撓性管本体61としては、塩化ビニル樹脂などの樹脂からなるコルゲート管や、ダクト管、ゴム管などが挙げられ、可撓性を備えたものであればよい。
FIG. 6 is a diagram showing a flexible tube 60 used in this example.
The flexible tube 60 includes a flexible tube main body 61 that can be bent, and a straight pipe joint 62 made of a vinyl chloride resin joined to both ends thereof by an adhesive 63. Each joint 62 used here has a female large-diameter connection port 62a into which the flexible tube body 61 is liquid-tightly inserted, and a female small-diameter connection port 62b having a smaller diameter. Are formed respectively.
In the ventilation portion 20, the rising tube 14 is liquid-tightly inserted into the small diameter connection port 62 b of one joint 62 in the ventilation portion 20, and the flexible tube main body 61 is bent upward at an appropriate angle. Thus, the end 14a of the rising pipe 14 is projected into the atmosphere. The connecting pipe 11b is liquid-tightly inserted into the small diameter connection port 62b of the other joint 62.
On the other hand, in the drainage section 30, the drain pipe 16 is liquid-tightly connected to the small-diameter connection port 62b of one joint 62, and the flexible pipe body 61 is bent downward at an appropriate angle. The end 16a of the drainage is projected from the side surface of the drainage groove D into the atmosphere. The connecting pipe 11b is liquid-tightly inserted into the small diameter connection port 62b of the other joint 62.
When both the small-diameter connection port 62b and the large-diameter connection port 62a are female, the connection portion can be connected without reducing the diameter.
Further, in this example, an adhesive is also used for connection at the small diameter connection port 62b, and the small diameter connection port 62b is joined to each end of the connection pipe 11b, the rising pipe 14, and the drain pipe 16 inserted therein.
Examples of the flexible tube main body 61 include a corrugated tube made of a resin such as vinyl chloride resin, a duct tube, and a rubber tube. Any flexible tube may be used.

このような可撓性管60を使用すると、通気部20および排水部30において、可撓性管本体61と、接続管11b、立ち上がり管14、排水管16とをそれぞれ液密性よく接続することができ、この接続部分における水漏れを防止し、余剰水の排水や暗渠パイプの洗浄を効率的に行うことができる。
なお、この例では、直管状の継手62を使用しているが、必要に応じて、大径接続口62aと小径接続口62bとのなす角度が180度以外である曲管状の継手を用いてもよい。
また、可撓性管は、可撓性管本体61の一方の端部のみに、継手62が接合されたものであってもよい。その場合、この継手62の小径接続口62bには接続管11bが接続される。可撓性管本体61において、継手62が接合されていない側の端部は、通気部20においては、そのまま土壌Sから大気中に突出させ、排水部30においては、排水溝Dの側面から大気中に突出させればよい。そのようにすると、通水部20では立上がり管14を使用する必要がなくなり、排水部30では排水管16を使用する必要がなくなるため、暗渠パイプの敷設に使用される接続部品数を抑制することができる。
When such a flexible pipe 60 is used, the flexible pipe body 61 and the connecting pipe 11b, the rising pipe 14 and the drain pipe 16 are connected with good liquid tightness in the ventilation part 20 and the drainage part 30, respectively. It is possible to prevent leakage of water at the connecting portion, and to efficiently drain excess water and wash the underdrain pipe.
In this example, a straight tubular joint 62 is used, but if necessary, a curved tubular joint whose angle between the large diameter connection port 62a and the small diameter connection port 62b is other than 180 degrees is used. Also good.
Further, the flexible tube may be one in which the joint 62 is joined to only one end of the flexible tube main body 61. In that case, the connection pipe 11 b is connected to the small diameter connection port 62 b of the joint 62. In the flexible tube main body 61, the end portion on the side where the joint 62 is not joined is directly projected from the soil S into the atmosphere in the ventilation portion 20, and in the drainage portion 30 from the side surface of the drainage groove D. It only has to protrude inside. If it does so, since it becomes unnecessary to use the riser pipe 14 in the water flow part 20, and it becomes unnecessary to use the drain pipe 16 in the drainage part 30, it suppresses the number of connection parts used for laying of a culvert pipe. Can do.

S 土壌
10、10’有孔シートパイプ
40 分岐継手
40a〜40d 接続口
50 変換継手
50a 小径接続口
50b 大径接続口
60 可撓性管
61 可撓性管本体
62 継手
S soil 10, 10 'perforated sheet pipe 40 branch joint 40a-40d connection port 50 conversion joint 50a small diameter connection port 50b large diameter connection port 60 flexible pipe 61 flexible pipe main body 62 joint

Claims (5)

土壌中の余剰水を排水する暗渠パイプに使用される変換継手であって、
有孔シートパイプが液密に挿入される雌型の小径接続口と、前記有孔シートパイプよりも大径の樹脂製の直管が液密に挿入される雌型の大径接続口とが形成されたことを特徴とする変換継手。
A conversion joint used for a culvert pipe that drains surplus water in soil,
A female-type small-diameter connection port into which the perforated sheet pipe is inserted in a liquid-tight manner and a female-type large-diameter connection port into which a straight resin pipe having a larger diameter than the perforated sheet pipe is inserted in a liquid-tight manner. A conversion joint characterized by being formed.
前記小径接続口には、内面取り加工が施されていることを特徴とする請求項1に記載の変換継手。   The conversion joint according to claim 1, wherein the small-diameter connection port is internally chamfered. 土壌中の余剰水を排水する暗渠パイプに使用される分岐継手であって、
樹脂製の直管が液密に挿入される雌型の接続口が4つ形成され、かつ、これらの接続口が十字に形成されたことを特徴とする分岐継手。
A branch joint used for a culvert pipe that drains surplus water in the soil,
A branch joint characterized in that four female connection ports into which a resin straight pipe is inserted in a liquid-tight manner are formed, and these connection ports are formed in a cross shape.
土壌中の余剰水を排水する暗渠パイプに使用される可撓性管であって、
可撓性管本体と、該可撓性管本体の少なくとも一端に接合され、該可撓性管本体と樹脂製の直管とを液密に接続する継手とを備えていることを特徴とする可撓性管。
A flexible pipe used for a culvert pipe that drains excess water in the soil,
A flexible tube main body and a joint that is joined to at least one end of the flexible tube main body and that fluid-tightly connects the flexible tube main body and a resin straight pipe are provided. Flexible tube.
土壌中の余剰水を排水する暗渠パイプであって、
有孔シートがパイプ状に成形された有孔シートパイプと、
複数の樹脂製の直管と、
前記有孔シートパイプが液密に挿入される雌型の小径接続口と、前記有孔シートパイプよりも大径の樹脂製の直管が液密に挿入される雌型の大径接続口とが形成された変換継手と、
樹脂製の直管が液密に挿入される雌型の接続口が4つ形成され、かつ、これらの接続口が十字に形成された分岐継手と、
可撓性管本体と、該可撓性管本体の少なくとも一端に接合され、該可撓性管本体と樹脂製の直管とを液密に接続する継手とを備えた可撓性管、を具備して構成されたことを特徴とする暗渠パイプ。
A culvert pipe that drains excess water in the soil,
A perforated sheet pipe in which a perforated sheet is formed into a pipe shape;
A plurality of resin straight pipes;
A female-type small-diameter connection port into which the perforated sheet pipe is inserted in a liquid-tight manner, and a female-type large-diameter connection port into which a resin straight pipe having a larger diameter than the perforated sheet pipe is inserted in a liquid-tight manner A conversion joint formed with
A branch joint in which four female connection ports into which resin straight pipes are inserted in a liquid-tight manner are formed, and these connection ports are formed in a cross shape;
A flexible tube comprising: a flexible tube main body; and a joint that is bonded to at least one end of the flexible tube main body and fluidly connects the flexible tube main body and a resin straight pipe. A culvert pipe characterized by comprising.
JP2009096069A 2009-04-10 2009-04-10 Conversion joint for culvert pipe, branch joint, flexible pipe, and culvert pipe using branch joint and flexible pipe Pending JP2010249155A (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5845732U (en) * 1981-09-18 1983-03-28 西村産業株式会社 Underdrain drain pipe made from recycled waste plastic
JPS5961332U (en) * 1982-10-08 1984-04-21 大日本プラスチツクス株式会社 Underdrain drainage pipe fittings
JP3042092U (en) * 1997-04-02 1997-10-07 正明 宮嶋 Underdrain drainage valve
JP3100872U (en) * 2003-10-06 2004-05-27 株式会社パディ研究所 Pipe fittings
JP2006241855A (en) * 2005-03-03 2006-09-14 Jitetsuku:Kk Drainage culvert formation device
JP2007502352A (en) * 2003-08-13 2007-02-08 ダウ グローバル テクノロジーズ インコーポレイティド Piping system and piping joining method to apparatus, fixture, device, structure and instrument
JP2008025760A (en) * 2006-07-24 2008-02-07 Kanaflex Corporation Pipe joint structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5845732U (en) * 1981-09-18 1983-03-28 西村産業株式会社 Underdrain drain pipe made from recycled waste plastic
JPS5961332U (en) * 1982-10-08 1984-04-21 大日本プラスチツクス株式会社 Underdrain drainage pipe fittings
JP3042092U (en) * 1997-04-02 1997-10-07 正明 宮嶋 Underdrain drainage valve
JP2007502352A (en) * 2003-08-13 2007-02-08 ダウ グローバル テクノロジーズ インコーポレイティド Piping system and piping joining method to apparatus, fixture, device, structure and instrument
JP3100872U (en) * 2003-10-06 2004-05-27 株式会社パディ研究所 Pipe fittings
JP2006241855A (en) * 2005-03-03 2006-09-14 Jitetsuku:Kk Drainage culvert formation device
JP2008025760A (en) * 2006-07-24 2008-02-07 Kanaflex Corporation Pipe joint structure

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