JPH10248150A - Connecting structure of underground buried pipe to connection part - Google Patents

Connecting structure of underground buried pipe to connection part

Info

Publication number
JPH10248150A
JPH10248150A JP9045150A JP4515097A JPH10248150A JP H10248150 A JPH10248150 A JP H10248150A JP 9045150 A JP9045150 A JP 9045150A JP 4515097 A JP4515097 A JP 4515097A JP H10248150 A JPH10248150 A JP H10248150A
Authority
JP
Japan
Prior art keywords
underground pipe
connecting member
connection
hole
buried 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
JP9045150A
Other languages
Japanese (ja)
Inventor
Shigeki Kanao
茂樹 金尾
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.)
Kanaflex Corp Co Ltd
Original Assignee
Kanaflex Corp 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 Kanaflex Corp Co Ltd filed Critical Kanaflex Corp Co Ltd
Priority to JP9045150A priority Critical patent/JPH10248150A/en
Publication of JPH10248150A publication Critical patent/JPH10248150A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a connecting structure, of an underground buried pipe to a connection part, by which the underground buried pipe can be connected to the connection part easily and quickly, which can be used satisfactorily for a long period and which is low-cost. SOLUTION: In the connecting structure of an underground buried pipe to a connection part, an underground buried pipe 2 is connected to the connection part 1 at a handhole, a manhole or the like. In the connecting structure, an outside coupling member 3 which is externally fitted freely and an inside coupling member 4 which is internally fitted freely are installed at the underground buried pipe 2. In a state that the tip of the underground buried pipe 2 to which the outside coupling member 3 is externally fitted is inserted into a through hole 1A formed in the connection part 1, the outside coupling member 3 is moved to the tip side of the underground buried pipe 2. The inside coupling member 4 is internally fitted to the tip of the underground buried pipe 2. When the outside coupling member 3 and the inside coupling member 4 are moved to the side of the through hole 1A, pressure parts 3B, 4B by which an adhesive S which is coated on the outer face at least of the underground buried pipe 2 is moved to the side of the through hole 1A in the connection part 1 are provided at both coupling members 3, 4.

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、ハンドホールやマ
ンホール等の接続部に地中埋設管を接続する接続部への
地中埋設管の接続構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure of an underground pipe to a connection for connecting an underground pipe to a connection part such as a handhole or a manhole.

【0002】[0002]

【従来の技術】上記接続部への地中埋設管の接続構造と
しては、例えば図5に示すものが提案されている。これ
は、先端に鍔部20Aを有する内側コネクター20と、
この内側コネクター20の基端部外面に形成の雄螺子部
20Bに螺合させるために先端部内面に雌螺子部21B
が形成された外側コネクター21とからなる筒部材22
と、地中埋設管2にねじ込みにより外嵌されるホルダー
23と、このホルダー23が外嵌された地中埋設管2を
それの先端が前記外側コネクター21に備えたパッキン
24に接当する位置まで移動させるためのカラー25と
から構成している。従って、ハンドホール1に地中埋設
管2を接続する場合を説明すれば、内側コネクター20
をハンドホール1の貫通孔1Aに内側から差し込むとと
もに、ハンドホール1の貫通孔1Aの外側から外側コネ
クター21を内側コネクター20に螺合させることによ
り、内側コネクター20の鍔部20Aと外側コネクター
21に備えた鍔部21Aとでハンドホール1を挟持固定
させるのである。図に示す26は板状のパッキンであ
り、27は、Oリングである。一方、地中埋設管2の先
端からカラー25を嵌め込んだ状態にし、この状態でホ
ルダー23を地中埋設管2の外面の螺旋に沿ってねじ込
む。ホルダー23が装着された地中埋設管2をそれの端
部がパッキン24に接当するように外側コネクター21
内に挿入する。こののち、カラー25を外側コネクター
21の端部外面に形成の螺子部21Cにねじ込み、地中
埋設管2をハンドホール1に接続する作業を終了するの
である。
2. Description of the Related Art As a structure for connecting an underground pipe to the above-mentioned connecting portion, for example, the structure shown in FIG. 5 has been proposed. This is an inner connector 20 having a flange portion 20A at the tip,
A female screw portion 21B is formed on the inner surface of the distal end portion so as to be screwed into a male screw portion 20B formed on the outer surface of the proximal end portion of the inner connector 20.
Member 22 comprising an outer connector 21 formed with
And a holder 23 fitted externally by screwing into the underground pipe 2, and a position where the tip of the underground pipe 2 fitted with the holder 23 contacts a packing 24 provided in the outer connector 21. And a collar 25 for moving the same. Therefore, the case where the underground pipe 2 is connected to the handhole 1 will be described.
Is inserted into the through hole 1A of the hand hole 1 from the inside, and the outer connector 21 is screwed into the inner connector 20 from the outside of the through hole 1A of the hand hole 1, so that the flange portion 20A of the inner connector 20 and the outer connector 21 are connected. The handhole 1 is clamped and fixed with the provided flange portion 21A. 26 shown in the figure is a plate-like packing, and 27 is an O-ring. On the other hand, the collar 25 is fitted from the tip of the underground pipe 2 and the holder 23 is screwed along the spiral of the outer surface of the underground pipe 2 in this state. The underground pipe 2 to which the holder 23 is attached is connected to the outer connector 21 so that the end of the pipe 2 contacts the packing 24.
Insert inside. Thereafter, the collar 25 is screwed into the screw portion 21C formed on the outer surface of the end of the outer connector 21, and the operation of connecting the underground pipe 2 to the handhole 1 is completed.

【0003】上記手段によれば、ハンドホール1に外側
コネクター21と内側コネクター20とを固定する第1
固定作業と、この外側コネクター21に地中埋設管2の
先端を接続する第2固定作業とを要するだけでなく、そ
れら固定が外側コネクター21と内側コネクター20と
をねじ込んだ時のねじ込み力やカラー25を外側コネク
ター21にねじ込んだ時のねじ込み力によるものである
ため、確実にねじ込み固定するためにはスパナ等の工具
を用いて力いっぱい締め込まなければならず、接続作業
が手間のかかる煩わしいものであった。特に、このよう
なハンドホール1に地中埋設管2を接続する場合には、
多数の地中埋設管2をハンドホール1に接続することに
なり、前記接続作業に多大な時間と労力を要するもので
あった。又、ハンドホール1に固定される外側コネクタ
ー21と内側コネクター20とを介して地中埋設管2を
固定する構成であるため、外側コネクター21や内側コ
ネクター20の他、カラー25、ホルダー23等、多数
の部材を必要とし、コスト高になっていた。
According to the above means, the first connector 21 for fixing the outer connector 21 and the inner connector 20 to the handhole 1 is provided.
Not only the fixing operation and the second fixing operation for connecting the tip of the underground pipe 2 to the outer connector 21 are required, but also the fixing force and the collar when the outer connector 21 and the inner connector 20 are screwed into the outer connector 21. Since this is due to the screwing force when screwing the 25 into the outer connector 21, it is necessary to use a tool such as a wrench to tighten the screw as much as possible in order to securely screw it in, and the connection work is troublesome and troublesome. there were. In particular, when connecting the underground pipe 2 to such a handhole 1,
A large number of underground pipes 2 are to be connected to the handhole 1, and the connection work requires a great deal of time and labor. Further, since the underground pipe 2 is fixed via the outer connector 21 and the inner connector 20 fixed to the handhole 1, the outer connector 21 and the inner connector 20, as well as the collar 25, the holder 23, etc. A large number of members were required, and the cost was high.

【0004】又、ねじ込みにより固定する場合には、個
人によって又は締め込み回数毎にその締め込み力が異な
ることから、不等沈下や地震等により発生する振動等に
より前記ねじ込みが緩んでしまうことがあり、地中埋設
管2の内部に水が浸入してしまうことがあり、改善の余
地があった。
[0004] Further, in the case of fixing by screwing, since the tightening force differs depending on the individual or every number of times of tightening, the screwing may be loosened due to vibration caused by uneven settlement, earthquake or the like. In some cases, water may enter the inside of the underground pipe 2 and there is room for improvement.

【0005】又、外側コネクター21の鍔部21Aとハ
ンドホール1の壁面との間、内側コネクター20の鍔部
20Aとハンドホール1の壁面との間、及び地中埋設管
2の先端と外側コネクター21との間の3箇所にそれぞ
れシール構造を介在させる構成であるため、シール部材
の増加によるコスト高になる不都合や3箇所全てのシー
ルを確実に行わなければならない作業性の悪化を招く不
都合が発生していた。
Further, between the flange 21A of the outer connector 21 and the wall of the handhole 1, between the flange 20A of the inner connector 20 and the wall of the handhole 1, and between the tip of the underground pipe 2 and the outer connector. Since the seal structure is interposed at each of the three positions between the seal members 21 and 21, there is a disadvantage that the cost increases due to an increase in the number of the seal members and a problem that the workability deteriorates in which all the three positions must be securely sealed. Had occurred.

【0006】[0006]

【発明が解決しようとする課題】本発明が前述の状況に
鑑み、解決しようとするところは、接続部への地中埋設
管の接続を容易迅速に行えるとともに、長期間に渡って
良好に使用することができる接続部への地中埋設管の接
続構造を安価に提供する点にある。
SUMMARY OF THE INVENTION In view of the above-mentioned situation, the present invention is intended to solve the problems described above. Another object of the present invention is to provide a connection structure of an underground pipe to a connection portion which can be connected at a low cost.

【0007】[0007]

【課題を解決するための手段】本発明は、前述の課題解
決のために、ハンドホールやマンホール等の接続部に地
中埋設管を接続する接続部への地中埋設管の接続構造で
あって、前記地中埋設管に外嵌自在な外側連結部材及び
内嵌自在な内側連結部材とを設け、前記外側連結部材を
外嵌した地中埋設管の先端を前記接続部に形成の貫通孔
に挿入した状態で、該外側連結部材を地中埋設管の先端
側に移動させるとともに、前記内側連結部材を地中埋設
管の先端に内嵌し、これら外側連結部材及び内側連結部
材の貫通孔側への移動に伴って、少なくとも地中埋設管
の外面に塗布した接着剤を接続部の貫通孔側に寄せるた
めの押圧部を該両連結部材にそれぞれ備えさせたことを
特徴としている。接続部へ地中埋設管を接続する場合に
は、まず地中埋設管に外側連結部材を外嵌する。このの
ち、地中埋設管の先端外面に接着剤を塗布し、地中埋設
管の先端を接続部に形成の貫通孔に挿入する。尚、地中
埋設管の先端を接続部に形成の貫通孔に挿入した後に接
着剤の塗布を行うようにしてもよい。この状態で内側連
結部材を地中埋設管に内嵌するとともに、外側連結部材
を接続部の貫通孔側に移動させることにより、地中埋設
管の外面に塗布した接着剤を押圧部の押圧作用により接
続部の貫通孔側に内外から寄せて地中埋設管を接続部に
接着固定するのである。前記押圧作用により地中埋設管
と貫通孔との間、地中埋設管と両連結部材との間に隙間
が発生することがないだけでなく、手に接着剤が付着す
ることがなく、接着剤を充填することができる利点があ
る。前記地中埋設管の外面に塗布した接着剤の余剰分に
より、又は外側連結部材及び内側連結部材に塗布した接
着剤により、地中埋設管に外側連結部材及び内側連結部
材を固定することができるとともに、外側連結部材及び
内側連結部材を接続部の壁面に固定することができ、外
側連結部材及び内側連結部材が地中埋設管から外れるこ
とがないのである。
According to the present invention, there is provided a connection structure of an underground pipe to a connection for connecting an underground pipe to a connection part such as a handhole or a manhole. A through hole formed in the underground pipe, wherein an outer connecting member and an inner connecting member which can be externally fitted to the underground pipe are provided, and a tip of the underground pipe into which the outer connecting member is externally fitted is formed in the connecting portion. The outer connecting member is moved toward the distal end of the underground pipe while the inner connecting member is inserted into the distal end of the underground pipe, and the through-holes of the outer connecting member and the inner connecting member are inserted. The connecting members are provided with pressing portions for bringing at least the adhesive applied to the outer surface of the underground pipe to the through-hole side of the connecting portion with the movement to the side. When connecting the underground pipe to the connection part, first, the outer connecting member is fitted over the underground pipe. Thereafter, an adhesive is applied to the outer surface of the tip of the underground pipe, and the tip of the underground pipe is inserted into a through hole formed in the connection part. The adhesive may be applied after the tip of the underground pipe is inserted into the through hole formed in the connection part. In this state, the inner connecting member is fitted inside the underground pipe and the outer connecting member is moved to the through hole side of the connecting portion, so that the adhesive applied to the outer surface of the underground pipe is pressed by the pressing portion. Thus, the underground pipe is adhered and fixed to the connection portion by approaching the through hole side of the connection portion from inside and outside. Not only is there no gap between the underground pipe and the through-hole due to the pressing action, but also between the underground pipe and both connecting members, and no adhesive is attached to the hand, There is an advantage that the agent can be filled. The outer connection member and the inner connection member can be fixed to the underground pipe by the excess adhesive applied to the outer surface of the underground pipe or by the adhesive applied to the outer connection member and the inner connection member. At the same time, the outer connecting member and the inner connecting member can be fixed to the wall surface of the connecting portion, and the outer connecting member and the inner connecting member do not come off from the underground pipe.

【0008】前記地中埋設管が断面形状波型であるとと
もに、この地中埋設管の内側に内側連結部材をねじ込み
可能に構成し、且つ、地中埋設管の外側に外側連結部材
をねじ込み可能に構成している。従って、内側連結部材
及び外側連結部材をねじ込み式に構成することによっ
て、両連結部材のねじ込み終了後において両連結部材の
位置が不測に移動することがないから、接着剤が固化す
るまで両連結部材を固定しておく必要がない。
The underground pipe has a corrugated cross section, an inner connecting member can be screwed inside the underground pipe, and an outer connecting member can be screwed outside the underground pipe. It is composed. Therefore, by forming the inner connecting member and the outer connecting member into a screw-in type, the positions of the two connecting members do not unexpectedly move after the screwing of the two connecting members is completed. Need not be fixed.

【0009】前記押圧部が、それの外周縁側ほど前記貫
通孔に向かう傾斜姿勢に形成するとともに、この押圧部
の外周縁が接続部の壁面に接当することにより、該壁面
に略沿う姿勢に弾性変形可能に構成することによって、
押圧部の復元力を利用して、内外から壁面を押圧するこ
とができ、地中埋設管を接続部に強固に固定することが
できる。しかも、押圧部が壁面に略沿う姿勢になってい
るから、押圧部が壁面から大きく突出することを阻止す
ることができる。
The pressing portion is formed so as to be inclined toward the through hole toward the outer peripheral edge thereof, and the outer peripheral edge of the pressing portion is brought into contact with the wall surface of the connecting portion, so that the pressing portion is in a posture substantially along the wall surface. By making it elastically deformable,
Using the restoring force of the pressing portion, the wall surface can be pressed from inside and outside, and the underground pipe can be firmly fixed to the connection portion. In addition, since the pressing portion has a posture substantially along the wall surface, it is possible to prevent the pressing portion from largely protruding from the wall surface.

【0010】[0010]

【発明の実施の形態】図4に示すように、電線をまとめ
て地中に配設するための地中埋設管2がハンドホール1
に接続された状態を示している。図では、一本の地中埋
設管2のみが連結されているが、実際には複数本の地中
埋設管2がハンドホール1に接続されることになる。前
記ハンドホール1の他、マンホールやその他の接続箱で
もよい。これらを接続部と称するものとする。
DESCRIPTION OF THE PREFERRED EMBODIMENTS As shown in FIG. 4, an underground pipe 2 for arranging electric wires collectively underground is a handhole 1.
Is connected. In the figure, only one underground pipe 2 is connected, but actually a plurality of underground pipes 2 are connected to the handhole 1. In addition to the handhole 1, a manhole or another connection box may be used. These are called connection parts.

【0011】前記ハンドホール1に地中埋設管2を接続
するための接続構造について説明すれば、図1にも示す
ように、地中埋設管2に外嵌自在な外側連結部材3及び
内嵌自在な内側連結部材4とを設けるとともに、前記外
側連結部材3を外嵌した地中埋設管2の先端を前記ハン
ドホール1に形成の貫通孔1Aに挿入した状態で前記外
側連結部材3を地中埋設管2の先端側に移動させるとと
もに、前記内側連結部材4を地中埋設管2の先端に内嵌
し、地中埋設管2の外面に塗布した接着剤Sをハンドホ
ール1の貫通孔1A側にハンドホール1の内外から寄せ
ることにより、地中埋設管2をハンドホール1に固定す
るようにしている。
A connection structure for connecting the underground pipe 2 to the handhole 1 will be described. As shown in FIG. 1, an outer connecting member 3 and an inner fitting which can be externally fitted to the underground pipe 2. A flexible inner connecting member 4 is provided, and the outer connecting member 3 is grounded in a state where the tip of the underground pipe 2 to which the outer connecting member 3 is fitted is inserted into a through hole 1A formed in the handhole 1. The inner connecting member 4 is moved to the front end of the underground pipe 2 and the adhesive S applied to the outer surface of the underground pipe 2 is passed through the through hole of the handhole 1. The underground pipe 2 is fixed to the handhole 1 by approaching to the 1A side from inside and outside the handhole 1.

【0012】前記接着剤Sの種類や使用量については特
に限定しないが、接着剤が硬化した後、弾性力を有する
ものを選択した場合には、不等沈下や地震等により発生
する振動を接着剤が良好に吸収することができる利点等
がある。前記接着剤Sの種類について述べれば、接着剤
を大きく見れば、用途や性能面から金属等の構造部分の
接着に使用され、大きな接着強さが要求される構造用接
着剤と大きな接着強さを必要としない非構造用接着剤に
分類できる。又、接着剤は、溶液型やエマルジョン型等
の蒸発型、熱硬化型や重合型等の反応型、感圧型、ホッ
トメルト型の4タイプに分類できる。
The type and amount of the adhesive S are not particularly limited. However, if an adhesive having an elastic force is selected after the adhesive has hardened, vibration generated due to uneven settlement or an earthquake is bonded. There is an advantage that the agent can be absorbed well. In terms of the type of the adhesive S, if the adhesive is viewed broadly, it is used for bonding structural parts such as metal from the viewpoint of use and performance, and a structural adhesive requiring a large adhesive strength and a large adhesive strength Non-structural adhesives that do not require Adhesives can be classified into four types: evaporation type such as solution type and emulsion type, reaction type such as thermosetting type and polymerization type, pressure sensitive type and hot melt type.

【0013】前記外側連結部材3は、筒状に形成された
本体3Aの内面に螺旋状のフランジ部3Bを備えるとと
もに、この本体3Aの先端に、前記地中埋設管2の外面
に塗布した接着剤Sをハンドホール1の貫通孔1A側に
押し移動させるために先端側ほど外拡がりに湾曲し、且
つ、先端側に突出したラッパ状の押圧部3Cを備えてい
る。従って、地中埋設管2の先端から外側連結部材3を
回転させることにより、地中埋設管2の外側にねじ込む
ことができるようにしている。
The outer connecting member 3 is provided with a spiral flange portion 3B on the inner surface of a main body 3A formed in a cylindrical shape, and an adhesive applied to the outer surface of the underground pipe 2 at the tip of the main body 3A. In order to push and move the agent S toward the through hole 1A side of the hand hole 1, a trumpet-shaped pressing portion 3C that curves outwardly toward the distal end and protrudes toward the distal end is provided. Therefore, by rotating the outer connecting member 3 from the tip of the underground pipe 2, the outer connecting member 3 can be screwed outside the underground pipe 2.

【0014】前記内側連結部材4は、筒状に形成された
本体4Aの外面に螺旋状のフランジ部4Bを備えるとと
もに、この本体4Aの先端に、前記地中埋設管2の外面
に塗布した接着剤S及び本体4Aの外面に塗布した接着
剤Sをハンドホール1の貫通孔1A側に押し移動させる
ために先端側ほど外拡がりに湾曲し、且つ、先端側ほど
本体4A側に向かう姿勢に形成された押圧部4Cを備え
ている。従って、地中埋設管2の先端から内側連結部材
4を回転させることにより、地中埋設管2の内側にねじ
込むことができるようにしている。前記のように内側連
結部材4を構成することによって、押圧部4Cの本体4
A側端部の内面4Dが外拡がりに湾曲した形状にするこ
とができ、電線を引き込む際に、押圧部4Cの本体4A
側端部の内面4Dで電線を傷付けることがないようにし
ている。
The inner connecting member 4 has a spiral flange portion 4B on the outer surface of a cylindrical main body 4A, and an adhesive applied to the tip of the main body 4A on the outer surface of the underground pipe 2. In order to push and move the agent S and the adhesive S applied to the outer surface of the main body 4A to the through hole 1A side of the handhole 1, the front end side is curved so as to expand outward, and the front end side is oriented toward the main body 4A. 4C. Therefore, by rotating the inner connecting member 4 from the tip of the underground pipe 2, the screw can be screwed into the underground pipe 2. By configuring the inner connecting member 4 as described above, the main body 4 of the pressing portion 4C is formed.
The inner surface 4D of the A-side end can be formed into a shape that is curved outwardly, and when the electric wire is drawn in, the main body 4A of the pressing portion 4C is drawn.
The inner surface 4D at the side end does not damage the electric wire.

【0015】前記外側連結部材3及び内側連結部材4
は、合成樹脂、ゴム、金属、その他保形性のあるもので
あれば、どのような材料から作成してもよい。そして、
合成樹脂やゴム等の弾性力を有する材料から外側連結部
材3及び内側連結部材4を作成することによって、図4
に示すように、外側連結部材3及び内側連結部材4を地
中埋設管2にねじ込んでいった時に、押圧部3C,4C
の外周縁が壁面1B,1Cに接当して、壁面1B,1C
に沿う姿勢に弾性変形させることができ、この弾性変形
された押圧部3C,4Cの復元力により内外から壁面1
B,1Cを押圧することができ、地中埋設管2をハンド
ホール1に強固に固定することができる。
The outer connecting member 3 and the inner connecting member 4
May be made of any material as long as it has a shape-retaining property, such as synthetic resin, rubber, metal and the like. And
By forming the outer connecting member 3 and the inner connecting member 4 from a material having elasticity such as synthetic resin or rubber, FIG.
When the outer connecting member 3 and the inner connecting member 4 are screwed into the underground pipe 2, as shown in FIG.
The outer peripheral edge of the wall comes into contact with the wall surfaces 1B and 1C, and the wall surfaces 1B and 1C
Can be elastically deformed to a position along the wall surface 1 by the restoring force of the elastically deformed pressing portions 3C and 4C.
B, 1C can be pressed, and the underground pipe 2 can be firmly fixed to the handhole 1.

【0016】前記ハンドホール1に地中埋設管2を接続
する場合を説明すれば、まず外側連結部材3を地中埋設
管2の先端からねじ込んで、地中埋設管2の外面の所定
位置に外側連結部材3を移動させる。この状態におい
て、地中埋設管2の外面に接着剤Sを塗布したのち、ハ
ンドホール1の貫通孔1Aに地中埋設管2の先端を挿入
する。この状態からハンドホール1の内側から外面に接
着剤を塗布した内側連結部材4を地中埋設管2の先端に
ねじ込んでいく(図2参照)。前記内側連結部材4のね
じ込みが完了した(図3参照)のち、続いて外側連結部
材3を前記とは反対方向に回転操作することにより、ハ
ンドホール1の貫通孔1A側に移動させるとともに、地
中埋設管2の外面に塗布した接着剤をハンドホール1の
貫通孔1A側に寄せるのである。外側連結部材3の移動
が完了した(図4参照)のちは、ハンドホール1の貫通
孔1Aの内外からはみ出した接着剤S1を取り除き、接
続作業を終了するのである。そして、接着剤Sが硬化す
ることにより、ハンドホール1に地中埋設管2が接着固
定されることになる。
The case where the underground pipe 2 is connected to the handhole 1 will be described. First, the outer connecting member 3 is screwed from the tip of the underground pipe 2 so as to be positioned at a predetermined position on the outer surface of the underground pipe 2. The outer connecting member 3 is moved. In this state, after the adhesive S is applied to the outer surface of the underground pipe 2, the tip of the underground pipe 2 is inserted into the through hole 1A of the handhole 1. From this state, the inner connecting member 4 having the adhesive applied to the outer surface from the inside of the handhole 1 is screwed into the tip of the underground pipe 2 (see FIG. 2). After the screwing of the inner connecting member 4 is completed (see FIG. 3), the outer connecting member 3 is subsequently rotated in the opposite direction to the handhole 1 so as to move to the through hole 1 </ b> A side. The adhesive applied to the outer surface of the middle buried pipe 2 is brought to the through hole 1A side of the handhole 1. After the movement of the outer connecting member 3 is completed (see FIG. 4), the adhesive S1 protruding from the inside and outside of the through hole 1A of the handhole 1 is removed, and the connection operation is completed. Then, when the adhesive S is cured, the underground pipe 2 is bonded and fixed to the handhole 1.

【0017】前記外側連結部材3の本体3A又は内側連
結部材4の本体4Aにフランジ部3B又は4Bを備えさ
せたが、地中埋設管2にねじ込み可能な地中埋設管2と
同様の断面形状波型に本体3A又は4A自体の形状を変
更してもよい。又、地中埋設管2に嵌合可能な筒状に構
成された本体3A又は4Aのみで構成してもよい。この
場合、地中埋設管2を断面形状波型ではなく、本体3A
又は4Aと同様に筒状に構成して実施してもよい。又、
前記外側連結部材3の押圧部3C又は内側連結部材4の
押圧部4Cの形状は、図に示したもの以外のものでもよ
い。例えば、外側連結部材3の本体3A又は内側連結部
材4の本体4Aの端部から90度外方に向かうように押
圧部3C又は4Cを形成して実施することにより、壁面
1B,1Cに略沿って押圧部3C又は4Cの外面又は内
面を接触する状態にすることができるから、ハンドホー
ル1の貫通孔1Aからの押圧部3C又は4Cの突出量を
少なくすることができる。
The main body 3A of the outer connecting member 3 or the main body 4A of the inner connecting member 4 is provided with a flange 3B or 4B, but has the same sectional shape as the underground pipe 2 which can be screwed into the underground pipe 2. The shape of the main body 3A or 4A itself may be changed to a wave shape. Further, it may be composed of only the main body 3A or 4A formed in a tubular shape that can be fitted to the underground pipe 2. In this case, the underground pipe 2 is not a corrugated cross section, but a main body 3A.
Or you may comprise and implement | achieve cylindrically like 4A. or,
The shape of the pressing portion 3C of the outer connecting member 3 or the pressing portion 4C of the inner connecting member 4 may be other than that shown in the drawing. For example, by forming the pressing portion 3C or 4C so as to be directed 90 degrees outward from the end of the main body 3A of the outer connecting member 3 or the main body 4A of the inner connecting member 4, the process is performed substantially along the wall surfaces 1B and 1C. As a result, the outer or inner surface of the pressing portion 3C or 4C can be brought into contact with the pressing portion 3C or 4C, so that the amount of protrusion of the pressing portion 3C or 4C from the through hole 1A of the handhole 1 can be reduced.

【0018】[0018]

【発明の効果】請求項1によれば、外側連結部材と内側
連結部材の2つの部材により地中埋設管を直接挿入して
固定する構成であるから、部材点数の削減化を図ること
ができるとともに、地中埋設管の固定を従来のように2
つの作業工程を要することなく、一挙に行うことができ
るから、接続部への地中埋設管の接続を容易迅速、且
つ、安価に行えるのである。しかも、地中埋設管の外面
に塗布した接着剤を押圧部の押圧作用により接続部の貫
通孔側に内外から寄せて地中埋設管を接続部に固定する
構成であるから、地中埋設管と貫通孔との間、地中埋設
管と両連結部材との間に隙間が発生することがないだけ
でなく、手に接着剤が付着することがなく、接着剤を充
填することができ、長期間に渡って水の浸入等のない良
好な状態で使用することができる。前記接着剤を、例え
ば硬化後において弾性力を有するものから構成すること
によって、不等沈下や地震等により発生する振動等を吸
収することができる利点もある。
According to the first aspect, the underground pipe is directly inserted and fixed by the two members, the outer connecting member and the inner connecting member, so that the number of members can be reduced. At the same time, fix underground pipes as
Since it can be performed all at once without requiring two work steps, the connection of the underground pipe to the connection portion can be performed easily, quickly, and at low cost. In addition, since the adhesive applied to the outer surface of the underground pipe is brought into the through hole side of the connecting part from inside and outside by the pressing action of the pressing part, the underground pipe is fixed to the connecting part. Between the through hole and the underground pipe and both connecting members, not only does not generate a gap, the adhesive does not adhere to the hand, it is possible to fill the adhesive, It can be used in a good condition without water intrusion for a long time. By forming the adhesive from a material having elasticity after curing, for example, there is also an advantage that vibrations and the like generated by uneven settlement or earthquakes can be absorbed.

【0019】請求項2によれば、外側連結部材及び内側
連結部材をねじ込み式に構成することによって、両連結
部材のねじ込み終了後において両連結部材の位置が不測
に移動することがないから、接着剤が固化するまで両連
結部材を固定しておく必要がなく、この点からも接続作
業の容易迅速化を図ることができる。
According to the second aspect of the present invention, since the outer connecting member and the inner connecting member are configured to be screwed, the positions of the two connecting members do not unexpectedly move after the screwing of the two connecting members is completed. It is not necessary to fix both connecting members until the agent is solidified, and the connection work can be facilitated and speeded up from this point as well.

【0020】請求項3によれば、押圧部を弾性変形可能
に構成し、その押圧部の復元力を利用することによっ
て、内外から壁面を押圧することができ、地中埋設管を
接続部に強固に固定することができ、長期間に渡って剥
がれ等の発生が少ないものにすることができる。しか
も、押圧部が壁面に略沿う姿勢になっているから、押圧
部が壁面から大きく突出することを阻止することがで
き、接続部内の点検や接続部内の電線の導通等を容易に
行うことができる利点がある。
According to the third aspect, the pressing portion is configured to be elastically deformable, and by using the restoring force of the pressing portion, the wall surface can be pressed from inside and outside, and the underground pipe is connected to the connecting portion. It can be firmly fixed, and it is possible to reduce occurrence of peeling or the like over a long period of time. In addition, since the pressing portion is in a posture substantially along the wall surface, it is possible to prevent the pressing portion from protruding greatly from the wall surface, and it is possible to easily inspect the inside of the connection portion and conduct electric wires in the connection portion. There are advantages that can be done.

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

【図1】連結部材と地中埋設管の形状を示す斜視図。FIG. 1 is a perspective view showing the shapes of a connecting member and an underground pipe.

【図2】地中埋設管をハンドホールの貫通孔に挿入した
状態を示す縦断側面図。
FIG. 2 is a vertical sectional side view showing a state where an underground pipe is inserted into a through hole of a handhole.

【図3】内側連結部材を地中埋設管にねじ込んだ状態を
示す縦断側面図。
FIG. 3 is a longitudinal sectional side view showing a state in which an inner connecting member is screwed into an underground pipe.

【図4】地中埋設管をハンドホールの貫通孔に接続した
状態を示す縦断側面図。
FIG. 4 is a longitudinal sectional side view showing a state where an underground pipe is connected to a through hole of a handhole.

【図5】地中埋設管をハンドホールの貫通孔に接続する
ために必要な従来の部材を示す分解斜視図。
FIG. 5 is an exploded perspective view showing a conventional member necessary for connecting an underground pipe to a through hole of a handhole.

【符号の説明】[Explanation of symbols]

1 ハンドホール 1A 貫通孔 1B,1C 壁面 2 地中埋設管 3 外側連結部材 3A 本体 3B フランジ部 3C 押圧部 4 内側連結部材 4A 本体 4B フランジ部 4C 押圧部 4D 内面 20 内側コネクター 20A 鍔部 20B 雄螺子部 20C 基端部 21 外側コネクター 21A 鍔部 21B 雌螺子部 21C 螺子部 22 筒部材 23 ホルダー 24 パッキン 25 カラー 26 パッキン 27 Oリング S,S1接着剤 DESCRIPTION OF SYMBOLS 1 Hand hole 1A Through hole 1B, 1C Wall 2 Underground pipe 3 Outer connecting member 3A Main body 3B Flange 3C Pressing part 4 Inner connecting member 4A Main body 4B Flange 4C Pressing part 4D Inner surface 20 Inner connector 20A Flange 20B Male screw Part 20C Base end 21 Outer connector 21A Flange part 21B Female screw part 21C Screw part 22 Tubular member 23 Holder 24 Packing 25 Color 26 Packing 27 O-ring S, S1 adhesive

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 ハンドホールやマンホール等の接続部に
地中埋設管を接続する接続部への地中埋設管の接続構造
であって、前記地中埋設管に外嵌自在な外側連結部材及
び内嵌自在な内側連結部材とを設け、前記外側連結部材
を外嵌した地中埋設管の先端を前記接続部に形成の貫通
孔に挿入した状態で、該外側連結部材を地中埋設管の先
端側に移動させるとともに、前記内側連結部材を地中埋
設管の先端に内嵌し、これら外側連結部材及び内側連結
部材の貫通孔側への移動に伴って、少なくとも地中埋設
管の外面に塗布した接着剤を接続部の貫通孔側に寄せる
ための押圧部を該両連結部材にそれぞれ備えさせたこと
を特徴とする接続部への地中埋設管の接続構造。
1. An underground pipe connecting structure for connecting an underground pipe to a connection section such as a handhole or a manhole, the outer connecting member being capable of being externally fitted to the underground pipe. An inner connection member that can be fitted inside is provided, and the outer connection member is inserted into a through-hole formed in the connection portion while the outer connection member is externally fitted with the tip of the underground pipe. While moving to the distal end side, the inner connecting member is fitted inside the distal end of the underground pipe, and with the movement of the outer connecting member and the inner connecting member to the through hole side, at least on the outer surface of the underground pipe. A connection structure for an underground pipe to a connection part, wherein each of the connection members is provided with a pressing part for bringing the applied adhesive to the through hole side of the connection part.
【請求項2】 前記地中埋設管が断面形状波型であると
ともに、この地中埋設管の内側に内側連結部材をねじ込
み可能に構成し、且つ、地中埋設管の外側に外側連結部
材をねじ込み可能に構成してなる請求項1記載の接続部
への地中埋設管の接続構造。
2. The underground pipe has a corrugated cross-sectional shape, an inner connecting member is configured to be screwable inside the underground pipe, and an outer connecting member is mounted outside the underground pipe. The connection structure of an underground pipe to a connection portion according to claim 1, wherein the connection portion is configured to be screwable.
【請求項3】 前記押圧部が、それの外周縁側ほど前記
貫通孔に向かう傾斜姿勢に形成するとともに、この押圧
部の外周縁が接続部の壁面に接当することにより、該壁
面に略沿う姿勢に弾性変形可能に構成してなる請求項1
又は2記載の接続部への地中埋設管の接続構造。
3. The pressing portion is formed so as to be inclined toward the through hole toward an outer peripheral edge thereof, and the outer peripheral edge of the pressing portion abuts on a wall surface of the connection portion, so that the pressing portion substantially follows the wall surface. 2. An elastically deformable posture.
Or the connection structure of the underground pipe to the connection part of 2.
JP9045150A 1997-02-28 1997-02-28 Connecting structure of underground buried pipe to connection part Pending JPH10248150A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9045150A JPH10248150A (en) 1997-02-28 1997-02-28 Connecting structure of underground buried pipe to connection part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9045150A JPH10248150A (en) 1997-02-28 1997-02-28 Connecting structure of underground buried pipe to connection part

Publications (1)

Publication Number Publication Date
JPH10248150A true JPH10248150A (en) 1998-09-14

Family

ID=12711259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9045150A Pending JPH10248150A (en) 1997-02-28 1997-02-28 Connecting structure of underground buried pipe to connection part

Country Status (1)

Country Link
JP (1) JPH10248150A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052646A (en) * 2007-08-27 2009-03-12 Kanaflex Corporation Branch pipe joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009052646A (en) * 2007-08-27 2009-03-12 Kanaflex Corporation Branch pipe joint

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