JP2002195460A - Coupler for connection - Google Patents
Coupler for connectionInfo
- Publication number
- JP2002195460A JP2002195460A JP2000396682A JP2000396682A JP2002195460A JP 2002195460 A JP2002195460 A JP 2002195460A JP 2000396682 A JP2000396682 A JP 2000396682A JP 2000396682 A JP2000396682 A JP 2000396682A JP 2002195460 A JP2002195460 A JP 2002195460A
- Authority
- JP
- Japan
- Prior art keywords
- fixed
- tubular body
- underground pipe
- connection
- 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
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Joints That Cut Off Fluids, And Hose Joints (AREA)
- Electric Cable Installation (AREA)
- Laying Of Electric Cables Or Lines Outside (AREA)
Abstract
Description
【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凸部と凹部とが管軸芯方向で交互
に位置する螺旋状の地中埋設管を接続するための接続用
継手に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting joint for connecting a spiral underground pipe in which convex portions and concave portions are alternately located in a pipe axis direction at a connecting portion such as a handhole or a manhole. About.
【0002】[0002]
【従来の技術】従来の接続用継手として、例えば図9及
び図10に示すものが用いられている。これは、接続部
21の貫通孔21Aにモルタル等により固定されて受け
口を構成する受け口側継手22と、シール材23が外嵌
された地中埋設管24の一端にねじ込み固定されると共
に前記受け口側継手22に差し込むだけで係止して固定
される差し口を構成する差し口側継手25とから接続用
継手を構成している。図に示す26は、受け口側継手2
2内に設けたパッキンであり、又、27は、前記差し口
側継手25の外面に形成された凹部25Aに入り込んで
係止固定するための抜け止めリングである。2. Description of the Related Art As a conventional connection joint, for example, the one shown in FIGS. 9 and 10 is used. It is fixed to the through-hole 21A of the connecting portion 21 by a mortar or the like to form a receiving port side joint 22, and is screwed and fixed to one end of an underground pipe 24 in which a sealing material 23 is externally fitted. A connection joint is constituted by an insertion-side joint 25 that forms an insertion hole that is locked and fixed simply by being inserted into the side joint 22. 26 shown in FIG.
2 is a packing provided in the inside 2, and 27 is a retaining ring for entering and locking and fixing a concave portion 25 </ b> A formed on the outer surface of the outlet side joint 25.
【0003】[0003]
【発明が解決しようとする課題】上記接続用継手は、受
け口側継手22に対して差し口側継手25を差し込むだ
けで、接続を完了することができるものの、地中埋設管
24を引っ張っただけでは凹部25Aに係止した抜け止
めリング27を容易に係止解除することができず、誤っ
て差し込んだ場合や点検や交換等を行うために接続部2
1から地中埋設管24を取り外し難いものであった。
又、前記接続用継手は、一旦係止固定されると、管軸芯
方向での融通が全くないため、地中埋設管24に大きな
引っ張り力や大きな圧縮力が作用した場合に、地中埋設
管24の伸縮により吸収することになるが、その吸収度
合いにも限界があり、場合によっては地中埋設管24や
接続用継手に損傷を与えることもあった。又、前記接続
用継手の係止位置に合わせて地中埋設管24の差し込み
側端部を精度よく切断しなければならず、手間のかかる
ものであった。又、接続状態の差し口側継手25の受け
口側端部が接続部21の外部に位置している状態である
ため、地中埋設管に管軸方向と直交する方向から大きな
力が作用すると、受け口側継手22の部位のうち、接続
部21から外れた部位の内面に差し口側継手25の受け
口側端部が接当してしまい、接続用継手がその部分で折
れ曲がったり、圧壊する等のトラブルが発生することが
あった。The connection joint can be completed by simply inserting the inlet joint 25 into the receptacle joint 22, but only by pulling the underground pipe 24. In this case, the retaining ring 27 locked in the concave portion 25A cannot be easily unlocked.
It was difficult to remove the underground pipe 24 from No. 1.
Also, once the connection joint is locked and fixed, there is no flexibility in the direction of the pipe axis, so that when a large tensile force or a large compressive force acts on the underground pipe 24, Absorption occurs due to expansion and contraction of the pipe 24, but the degree of absorption is also limited, and in some cases, the underground pipe 24 and the connection joint may be damaged. Further, the insertion-side end of the underground pipe 24 must be cut with high precision in accordance with the locking position of the connection joint, which is troublesome. In addition, since the receiving end of the outlet-side joint 25 in the connected state is located outside the connecting portion 21, when a large force acts on the underground pipe from a direction orthogonal to the pipe axis direction, Of the portions of the receiving-side joint 22, the receiving-side end of the inlet-side joint 25 comes into contact with the inner surface of a portion that is separated from the connection portion 21, and the connecting joint is bent or crushed at that portion. Trouble sometimes occurred.
【0004】本発明が前述の状況に鑑み、解決しようと
するところは、接続部に接続された地中埋設管を容易に
取り外すことができるだけでなく、長期間に渡って変形
や損傷のない良好な状態で使用することができ、しかも
地中埋設管の端部を精度よく切断することを不要にする
ことができる接続用継手を提供する点にある。SUMMARY OF THE INVENTION In view of the above situation, the present invention seeks to solve the problem not only in that the underground pipe connected to the connection portion can be easily removed, but also that it is free from deformation or damage for a long period of time. It is an object of the present invention to provide a connection joint that can be used in a proper state and that does not require cutting the end of an underground pipe accurately.
【0005】[0005]
【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凸
部と凹部とが管軸芯方向で交互に位置する螺旋状の地中
埋設管を接続するための接続用継手であって、前記接続
部に貫通した状態で固定され、かつ、前記地中埋設管の
端部を挿入自在な固定側筒状体と、前記固定側筒状体に
挿入された地中埋設管に螺合して一体化する螺合部を備
え、かつ、該螺合部の螺合後において該固定側筒状体の
接続部側端部に接当して該地中埋設管の抜け止めを行う
接当部を備えた抜け止め用筒状体とから、接続用継手を
構成した。地中埋設管を接続部に接続する場合には、接
続部に固定された固定側筒状体の内部に地中埋設管の一
端を挿入した後、接続部の内部側から抜け止め用筒状体
を固定側筒状体に内挿した地中埋設管に一方向に回転さ
せて螺合することにより抜け止め用筒状体と地中埋設管
とを一体化させて、地中埋設管の接続部への接続作業を
終了するのである。従って、抜け止め用筒状体を前記方
向とは反対方向に回転させて地中埋設管から螺合解除す
ることによって、地中埋設管を接続用継手から取り外す
ことができる。又、前記地中埋設管に螺合した抜け止め
用筒状体の接当部が固定側筒状体の接続部側端部に接当
しない状態に設定しておくことによって、その空けた距
離だけ地中埋設管が管軸芯方向で移動することができ、
地盤沈下や地震等の多い場所においても良好に使用する
ことができる利点がある。又、地中埋設管の接続部側端
部を固定側筒状体の接続部側端部と一致するように地中
埋設管を精度良く切断する必要がない。又、地中埋設管
の一端を接続部に貫通した状態で固定された固定側筒状
体内に挿入しているから、地中埋設管にそれの管軸芯方
向と直交する方向から大きな力が作用した場合に、その
大きな力を頑丈な接続部で受け止めることができる。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a spiral underground in which convex portions and concave portions are alternately located in a connection direction of a handhole, a manhole, or the like in a tube axis direction. A connection-side joint for connecting a buried pipe, the fixed-side tubular body being fixed in a state penetrating the connection portion, and capable of inserting an end of the underground pipe, A threaded portion that is screwed and integrated with the underground pipe inserted into the tubular body, and abuts against a connection portion side end of the fixed-side tubular body after the threaded portion is threaded. A connection joint was formed from the retaining tubular body having a contact portion for retaining the underground pipe. When connecting the underground pipe to the connection part, insert one end of the underground pipe into the fixed side cylindrical body fixed to the connection part, and then remove the underground pipe from the inside of the connection part. Rotating the body in one direction to the underground pipe inserted in the fixed side tubular body and screwing it together, the retaining tubular body and the underground pipe are integrated, and the underground pipe is The work of connecting to the connection section is terminated. Accordingly, the underground pipe can be detached from the connection joint by rotating the retaining tubular body in a direction opposite to the above direction and releasing the screw from the underground pipe. Further, by setting the contact portion of the retaining tubular member screwed to the underground pipe so as not to contact the connection portion side end of the fixed tubular member, the clearance distance is set. Only the underground pipe can move in the pipe axis direction,
There is an advantage that it can be used favorably even in places where land subsidence and earthquakes are frequent. Further, it is not necessary to cut the underground pipe accurately so that the connection side end of the underground pipe coincides with the connection side end of the fixed tubular body. In addition, since one end of the underground pipe is inserted into the fixed cylindrical body fixed in a state penetrating the connection portion, a large force is applied to the underground pipe from a direction perpendicular to the pipe axis direction. When acted upon, the high forces can be caught by a sturdy connection.
【0006】前記固定側筒状体の外面に、前記接続部の
厚みに応じて切断して該固定側筒状体の長さを調節する
ための複数の切断位置を視認可能に設けることによっ
て、接続部の壁の厚みに合った切断位置で、直ちに切断
することができる。A plurality of cutting positions for adjusting the length of the fixed-side cylindrical body by cutting the outer surface of the fixed-side cylindrical body in accordance with the thickness of the connecting portion are provided so as to be visible. It can be cut immediately at a cutting position that matches the thickness of the wall of the connection portion.
【0007】前記固定側筒状体の外面の中心軸方向一箇
所又は複数箇所に、環状の切り込み用凹部を形成するこ
とによって、接続部の壁の厚みに合った切断位置で、直
ちに切断することができるだけでなく、切断直前の切断
刃を切り込み用凹部に当てて切断刃の位置合わせを迅速
に行うことができる。[0007] By forming an annular cut-out recess at one or more locations in the center axis direction of the outer surface of the fixed-side tubular body, it can be cut immediately at a cutting position suitable for the thickness of the wall of the connection portion. In addition to this, the cutting blade immediately before cutting can be brought into contact with the notch concave portion to quickly perform positioning of the cutting blade.
【0008】前記接続部がコンクリートでなり、前記固
定側筒状体がポリエチレン等の合成樹脂でなっている場
合には、前記接続部に前記固定側筒状体の外径寸法より
も大きな寸法の貫通孔を形成し、この貫通孔に前記固定
側筒状体の一端を挿入した状態で該貫通孔と固定側筒状
体との間に形成される隙間に接着剤を充填して固定し、
前記貫通孔に対応する前記固定側筒状体の外面に吸水膨
張性のシール材を備えさせている。上記のように接着剤
にて固定側筒状体を接続部の貫通孔に固定することによ
って、モルタル等を用いた場合の亀裂やひび割れによる
水漏れを確実に回避することができる。前記接続部がコ
ンクリート製の場合には、接着剤としてエポキシ樹脂等
のコンクリートとの新和性の高い接着剤を用いることに
なり、この接着剤はポリエチレン等の合成樹脂でなる固
定側筒状体との接着性の悪いものであるため、吸水膨張
性のシール材を備えさせることによって、例え接着剤と
固定側筒状体との間に隙間が発生し、その隙間に水分が
入ってきたとしても、その水分を吸水膨張性のシール材
が吸収して接続部内への水分の浸入を阻止することがで
きる。In the case where the connecting portion is made of concrete and the fixed-side tubular body is made of a synthetic resin such as polyethylene, the connecting portion has a size larger than the outer diameter of the fixed-side tubular body. Forming a through-hole, filling the gap formed between the through-hole and the fixed-side tubular body in a state where one end of the fixed-side tubular body is inserted into the through-hole, and fixing the gap by filling with an adhesive,
An outer surface of the fixed-side tubular body corresponding to the through-hole is provided with a water-swellable sealing material. By fixing the fixed cylindrical body to the through hole of the connection portion with the adhesive as described above, it is possible to reliably avoid water leakage due to cracks and cracks when using mortar or the like. When the connecting portion is made of concrete, an adhesive having high freshness with concrete such as epoxy resin is used as the adhesive, and the adhesive is a fixed-side tubular body made of synthetic resin such as polyethylene. Since it has poor adhesiveness with water, by providing a water-swellable sealing material, a gap is generated between the adhesive and the fixed-side tubular body, and if water enters the gap, Also, the moisture can be absorbed by the water-swellable sealing material to prevent the penetration of moisture into the connection portion.
【0009】前記抜け止め用筒状体を前記地中埋設管の
内側に螺合させる構成とし、前記抜け止め用筒状体の接
続部側端部内面を端部側ほど外拡がりとなる湾曲面に形
成することによって、地中埋設管から接続部へ通したケ
ーブル等が抜け止め用筒状体の接続部側端部内面で傷付
けることなく、スムーズに通線することができる。The retaining tubular body is screwed into the underground pipe, and the inner surface of the connection-side end of the retaining tubular body becomes wider outward toward the end. In this case, a cable or the like passed from the underground pipe to the connection portion can smoothly pass through the connection portion side end of the retaining tubular member without being damaged.
【0010】[0010]
【発明の実施の形態】図1に、ハンドホールやマンホー
ル等のコンクリート製の接続部1に形成の円形(角形で
もよい)の貫通孔(図では1個のみ示しているが、2個
以上であってもよい)1Aに接続用継手2を介して地中
埋設管3を接続したものが示されている。図では、接続
部1の側壁に地中埋設管3を接続したものを示している
が、底壁や天壁に接続したものであってもよい。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a circular (or square) through hole formed in a concrete connection portion 1 such as a handhole or manhole (only one is shown in the figure, but two or more are shown). The underground pipe 3 is connected to 1A via a joint 2 for connection. In the figure, the underground pipe 3 is connected to the side wall of the connecting portion 1, but may be connected to the bottom wall or the top wall.
【0011】前記地中埋設管3は、可撓性及び伸縮性を
ある程度有するようにポリエチレン等の合成樹脂でな
り、図1及び図2に示すように、半円状に突出形成され
た山形状の凸部3Aと半円状に盛り下がった凹部3Bと
が管軸芯方向において交互に位置する螺旋状に形成され
たものから構成しているが、凸部3A及び凹部3Bの形
状は、半円状の他、正方形、三角形状、楕円形状、台形
状等、どのような形状に形成してもよい。The underground pipe 3 is made of a synthetic resin such as polyethylene so as to have flexibility and elasticity to some extent, and as shown in FIGS. Are formed in a spiral shape in which the convex portion 3A and the concave portion 3B which protrudes in a semicircular shape are alternately positioned in the tube axis direction, but the convex portion 3A and the concave portion 3B have a semi-circular shape. In addition to the circular shape, the shape may be any shape such as a square, a triangle, an ellipse, and a trapezoid.
【0012】前記接続用継手2の各部材も前記地中埋設
管3と同様にポリエチレン等の合成樹脂でなり、図1〜
図4(a),(b)に示すように、前記接続部1の貫通
孔1Aを貫通することができる寸法を有し、かつ、前記
地中埋設管3の端部を挿入自在な固定側筒状体4と、こ
の固定側筒状体4に挿入された地中埋設管3の内側に螺
合して一体化する螺合部5及びこの螺合部5の螺合後に
おいて固定側筒状体4の接続部側端部に接当して地中埋
設管3の抜け止めを行うドーナツ板状の接当部6が一体
形成された抜け止め用筒状体7とからなっている。前記
螺合部5を抜け止め用筒状体7の外面に突出する螺旋状
の突出片、つまり地中埋設管3の凸部3Aの内面に形成
される空間3Cよりも小さなものから構成することによ
って、地中埋設管3への抜け止め用筒状体7の螺合操作
を小さな力で容易に行うことができるが、前記空間3C
を完全に埋めてしまう形状にしてもよく、接続用継手2
の具体的構成は図に示されるものに限定されるものでは
ない。Each member of the connection joint 2 is also made of a synthetic resin such as polyethylene similarly to the underground pipe 3, and
As shown in FIGS. 4 (a) and 4 (b), the fixed side has a dimension capable of penetrating through the through hole 1A of the connection part 1 and is capable of inserting the end of the underground pipe 3 freely. A tubular body 4, a threaded portion 5 which is screwed and integrated with the inside of the underground pipe 3 inserted into the fixed tubular body 4, and a fixed side barrel after the threaded portion 5 is threaded. A donut plate-shaped contact portion 6 is formed integrally with a donut plate-shaped contact portion 6 that contacts the end of the body 4 on the connection portion side to prevent the underground pipe 3 from coming off. The screwing portion 5 is formed of a spiral projecting piece projecting from the outer surface of the retaining tubular body 7, that is, a portion smaller than the space 3C formed on the inner surface of the convex portion 3A of the underground pipe 3. Thereby, the screwing operation of the retaining tubular body 7 to the underground pipe 3 can be easily performed with a small force, but the space 3C
May be completely buried in the connection joint 2
Is not limited to that shown in the drawing.
【0013】前記抜け止め用筒状体7の接続部側端部内
面7Aを、図1及び図2に示すように、端部側ほど外拡
がりとなる湾曲面に形成してあり、地中埋設管3内部を
通して接続部1内部へケーブルを通線する場合等に、ケ
ーブルを傷付けることなく前記湾曲部7Aにてスムーズ
に案内することができる利点がある。As shown in FIGS. 1 and 2, the inner surface 7A of the connection-side end of the retaining tubular member 7 is formed into a curved surface that expands outward toward the end, and is buried underground. When a cable is passed through the inside of the pipe 3 to the inside of the connecting portion 1, there is an advantage that the curved portion 7A can smoothly guide the cable without damaging the cable.
【0014】前記固定側筒状体4は、断面形状円形(角
形等どのような形状でもよい)の筒状の本体部4Aの一
端に、外拡がりとなるラッパ状部分4Bを備え、このラ
ッパ状部分4Bの最外縁の外径寸法を前記貫通孔1Aの
直径寸法よりも大きくしてあり、貫通孔1Aに接着剤8
により固定されている固定側筒状体4に大きな引っ張り
力が作用した場合でも固定側筒状体4が外部に抜けるこ
とがないようにしているが、ラッパ状部分4Bがない単
なる円筒状(角筒状等でもよい)のもので構成してもよ
い。The fixed-side tubular body 4 has a trumpet-shaped portion 4B which is expanded outward at one end of a tubular main body 4A having a circular cross section (which may be square or any other shape). The outer diameter of the outermost edge of the portion 4B is larger than the diameter of the through hole 1A.
Even if a large pulling force acts on the fixed-side tubular body 4 fixed by the above, the fixed-side tubular body 4 is prevented from coming out to the outside. (A cylindrical shape or the like).
【0015】前記本体部4Aの外面のうち、前記ラッパ
状部分4Bとは反対側の端部から適当間隔を置いた2箇
所(1箇所又は3箇所以上でもよい)に環状の切り込み
用凹部4C,4Dを形成してあり、前記接続部1の壁の
厚みに応じて前記特定の切り込み用凹部4C又は4Dを
切断することによって、接続部1から固定側筒状体4が
大きく突出することがなく、その突出量がほぼ同一にな
るようにしている。例えば、壁の厚みが150〜190
mmの場合には、図1に示すように、前記切り込み用凹
部4C,4Dを切断しないで使用し、又、壁の厚みが1
10〜150mmの場合には、図5に示すように、前記
切り込み用凹部4Dを切断して使用し、又、壁の厚みが
30〜110mmの場合には、図6に示すように、前記
切り込み用凹部4Cを切断して使用することによって、
単一の固定側筒状体4を使用しながらも、壁の厚みに合
わせて切り込み用凹部4C又は4Dを切断することによ
って、3種類の寸法(長さ)の固定側筒状体4を作製す
ることができる。尚、前記切り込み用凹部4C,4D
は、図3に示すようにV字型に形成するほか、Uの字状
であってもよいし、又、その深さは切断刃が入り込んで
位置決めできる程度の浅い(例えば0.5mm)深さに
設定しても、それらを視認することが十分に可能であり
ながらも、凹部4C,4Dを形成することにより固定側
筒状体4の内面から内側に大きな凸部が突出することが
なく、問題にならない。前記切り込み用凹部4C,4D
に代えて、マジック等により切断位置を付してもよい。In the outer surface of the main body 4A, annular cut recesses 4C, 2C (one or three or more) are provided at an appropriate distance from the end opposite to the flared portion 4B. 4D is formed, and by cutting the specific notch concave portion 4C or 4D according to the thickness of the wall of the connection portion 1, the fixed side cylindrical body 4 does not protrude greatly from the connection portion 1. , And the amount of protrusion is made substantially the same. For example, if the wall thickness is 150-190
In the case of mm, as shown in FIG. 1, the notches 4C and 4D are used without cutting, and the thickness of the wall is 1 mm.
In the case of 10 to 150 mm, as shown in FIG. 5, the notch concave portion 4D is cut and used. When the thickness of the wall is 30 to 110 mm, as shown in FIG. By cutting and using the concave portion 4C for use,
While using a single fixed-side tubular body 4, the fixed-side tubular body 4 having three kinds of dimensions (lengths) is produced by cutting the notch concave portions 4C or 4D according to the thickness of the wall. can do. The notches 4C, 4D
Is formed in a V-shape as shown in FIG. 3 and may be U-shaped, and the depth thereof is shallow (for example, 0.5 mm) such that the cutting blade can enter and be positioned. Even if it is set to such a size, it is sufficiently possible to visually recognize them, but by forming the concave portions 4C and 4D, a large convex portion does not protrude inward from the inner surface of the fixed side cylindrical body 4. It doesn't matter. The notch recesses 4C, 4D
Alternatively, the cutting position may be given by magic or the like.
【0016】又、前記固定側筒状体4の外面のうち、ラ
ッパ状部分4B寄りの部位に、外周方向に適当間隔をお
いて径方向外方側に突出する長方形状(正方形状や三角
形状等、どのような形状でもよい)の突出部4Tの多数
個を形成してあり、接着剤8との接着面積の増大を図る
ことができる他、固定側筒状体4の回り止め効果や抜け
止め効果も同時に図ることができるようにしているが、
無くてもよい。尚、前記突出部4Tの他、前記固定側筒
状体4の表面に接着性を高めるための凹凸加工を施して
もよい。又、前記固定側筒状体4の外面のうち、管軸芯
方向ほぼ中央よりもラッパ状部分4B寄りの部位に凹部
4Eを形成してあり、固定側筒状体4の保形強度を高め
る効果の他、後述する吸水膨張性のシール材10が外嵌
された地中埋設管3を固定側筒状体4へ挿入するとき
に、シール材10を受け止めて固定側筒状体4に対する
地中埋設管3の位置決めや地中埋設管3の接続部1側へ
の移動を阻止するストッパー効果等を発揮することがで
きるようにしているが、必ずしも必要ではない。又、前
記固定側筒状体4の外面のうち、前記凹部4Eと前記突
出部4Tとの間に、リング状の水膨張性のゴムでなる吸
水膨張性のシール材9を保持することができる円環状の
凹部4Fを形成してあり、接着剤と固定側筒状体4との
接着性が悪く、両者の間に隙間が発生し、その隙間を水
分が通過した場合でも、その水分を吸水膨張性のシール
材9が吸収して膨張することで水分が接続部1内に入り
込むことがないようにしているが、前記のように固定側
筒状体4の表面に凹凸加工を施して、固定側筒状体4の
表面を凹凸面(なめらかでないざらざら面)に形成する
ことによって、水膨張性のシール材9を省略して実施す
ることも可能である。A rectangular (square or triangular) projecting radially outward with an appropriate interval in the outer peripheral direction is provided at a portion of the outer surface of the fixed side cylindrical body 4 near the flared portion 4B. , Etc.), a large number of protrusions 4T can be formed to increase the area of adhesion to the adhesive 8 and to prevent the fixed side cylindrical body 4 from rotating and to remove Although the stopping effect can be achieved at the same time,
It is not necessary. In addition to the protrusions 4T, the surface of the fixed-side cylindrical body 4 may be subjected to unevenness processing for enhancing adhesiveness. A recess 4E is formed in the outer surface of the fixed-side tubular body 4 at a position closer to the flared portion 4B than substantially at the center in the tube axis direction, thereby increasing the shape-retaining strength of the fixed-side tubular body 4. In addition to the effects, when the underground pipe 3 with the water-absorbing and expandable sealing material 10 described later is inserted into the fixed-side tubular body 4, the sealing material 10 is received and the ground to the fixed-side tubular body 4 is received. Although a stopper effect for preventing the positioning of the middle buried pipe 3 and the movement of the buried pipe 3 to the connecting portion 1 side can be exhibited, it is not always necessary. In addition, a ring-shaped water-swellable sealing member 9 made of a water-swellable rubber can be held between the recess 4E and the protrusion 4T on the outer surface of the fixed-side cylindrical body 4. An annular concave portion 4F is formed, and the adhesiveness between the adhesive and the fixed-side tubular body 4 is poor, a gap is generated between the two, and even when moisture passes through the gap, the moisture is absorbed. Although the moisture is prevented from entering the connection portion 1 by absorbing and expanding the expandable sealing material 9, the surface of the fixed side cylindrical body 4 is subjected to unevenness processing as described above. By forming the surface of the fixed-side cylindrical body 4 on an uneven surface (rough surface that is not smooth), the water-swellable sealing material 9 can be omitted.
【0017】前記接続部1の貫通孔1Aに接続用継手2
を介して地中埋設管3を接続する過程を図8に基づいて
説明する。まず、工場内又は現場において接続部1に形
成の貫通孔1Aに固定側筒状体4を接続部1の内部から
挿入し、固定側筒状体4の外面と接続部1の貫通孔1A
との隙間に接着剤8を充填して固定する。次に、所定位
置の凸部3Aに吸水膨張性のシール材10が外嵌された
地中埋設管3を固定側筒状体4に接続部1の外部から挿
入する。このとき、前記シール材10が前記凹部4Eに
接当することにより固定側筒状体4への地中埋設管3の
挿入が完了し、地中埋設管3の挿入側先端部と固定側筒
状体4の接続部側端部とが上下方向において揃った状態
になる。このように揃った状態にすることにより、地中
埋設管3に管軸方向と直交する方向から大きな力が作用
しても良好に回避することができる利点があるが、必ず
しも揃った状態にならなくてもよい。この後、接続部1
の内部から地中埋設管3に抜け止め用筒状体7をねじ込
んで抜け止め処理を完了して接続作業を終了するのであ
る。図1に示すように、前記抜け止め用筒状体7の接当
部6と固定側筒状体4の接続部側端部との間に隙間Sが
発生するように抜け止め用筒状体7をねじ込んでおくこ
とによって、地盤沈下や地震等の多い場所において、地
中埋設管3に引っ張り力が作用した場合に前記隙間S分
だけ地中埋設管3が移動することで引っ張り力を良好に
吸収することができるが、不要な場合には、図7に示す
ように抜け止め用筒状体7の接当部6と固定側筒状体4
の接続部側端部とが接当した状態に設定しておいてもよ
い。A joint 2 for connection is provided in the through hole 1A of the connection portion 1.
The process of connecting the underground pipe 3 via the above will be described with reference to FIG. First, the fixed-side cylindrical body 4 is inserted into the through-hole 1A formed in the connection part 1 from the inside of the connection part 1 in the factory or on-site, and the outer surface of the fixed-side cylindrical body 4 and the through-hole 1A of the connection part 1 are inserted.
Is filled with an adhesive 8 and fixed. Next, the underground pipe 3 in which the water-absorbing and expanding sealing material 10 is externally fitted to the convex portion 3A at a predetermined position is inserted into the fixed-side tubular body 4 from outside the connection portion 1. At this time, the insertion of the underground pipe 3 into the fixed-side tubular body 4 is completed by the contact of the sealing material 10 with the concave portion 4E, and the insertion-side tip of the underground pipe 3 and the fixed-side pipe 3 The connecting portion side end of the shape 4 is aligned in the vertical direction. By making it in such a uniform state, there is an advantage that even if a large force acts on the underground pipe 3 from a direction perpendicular to the pipe axis direction, it can be avoided satisfactorily. It is not necessary. After this, the connection 1
Then, the retaining tubular body 7 is screwed into the underground pipe 3 from the inside to complete the retaining process and terminate the connection work. As shown in FIG. 1, the retaining cylindrical member is formed so that a gap S is generated between the contact portion 6 of the retaining cylindrical member 7 and the connection-side end of the fixed-side cylindrical member 4. When the underground pipe 3 is screwed in, the underground pipe 3 moves by the gap S when the tensile force acts on the underground pipe 3 in a place where there is a lot of land subsidence or an earthquake. However, when unnecessary, as shown in FIG. 7, the contact portion 6 of the retaining tubular member 7 and the fixed-side tubular member 4 can be absorbed.
May be set in a state of contact with the end portion on the connection portion side.
【0018】前記地中埋設管3に対する吸水膨張性のシ
ール材10の外嵌位置を、図8に示される位置に設定し
ておくことによって、前述のように地中埋設管3の挿入
側先端部と固定側筒状体4の接続部側端部とが上下方向
において揃った状態にすることができて好ましいが、シ
ール材10の位置は図に示す位置以外に設定して実施し
てもよい。例えば前記抜け止め用筒状体7の接当部6の
固定側筒状体4側表面にシール材を接着固定し、このシ
ール材を固定側筒状体4の接続部側端面に押し付けてシ
ールする構成にした場合に、例えば地中埋設管3が何ら
かの原因で接続部1内部に押し込まれることによりシー
ル材と固定側筒状体4の接続部側端面との間に隙間が発
生してシールできないことになるが、前記のようにシー
ル材10を地中埋設管3に外嵌させておけば、地中埋設
管3が多少移動したとしても、シールできないといった
ことにはならない利点がある。又、前記地中埋設管3の
内側に抜け止め用筒状体7をねじ込む構成としたが、地
中埋設管3の外側に抜け止め用筒状体7をねじ込む構成
としてもよい。この場合、地中埋設管3の内側をフラッ
トにすることができ、地中埋設管3内に通線する場合に
引っ掛かることがなく、スムーズに行うことができる利
点がある。The outer fitting position of the water-swellable sealing material 10 with respect to the underground pipe 3 is set at the position shown in FIG. Although it is preferable that the portion and the connection-side end of the fixed-side tubular body 4 can be aligned in the up-down direction, it is preferable that the position of the sealing material 10 be set to a position other than the position shown in the drawing. Good. For example, a sealing material is adhered and fixed to the surface of the contact portion 6 of the retaining tubular member 7 on the fixed side tubular member 4 side, and this sealing material is pressed against the end face of the fixed tubular member 4 at the connection portion side to seal the portion. When the underground pipe 3 is pushed into the connection portion 1 for some reason, a gap is generated between the sealing material and the connection-side end face of the fixed-side tubular body 4 so that the sealing is performed. However, if the sealing material 10 is externally fitted to the underground pipe 3 as described above, there is an advantage that even if the underground pipe 3 moves to some extent, it cannot be sealed. Further, although the retaining tubular body 7 is screwed inside the underground pipe 3, the retaining tubular body 7 may be screwed outside the underground pipe 3. In this case, the inside of the underground pipe 3 can be made flat, and there is an advantage that when the wire passes through the underground pipe 3, it can be smoothly performed without being caught.
【0019】[0019]
【発明の効果】請求項1によれば、接続部に貫通した状
態で固定された固定側筒状体に挿入された地中埋設管に
抜け止め用筒状体を螺合させる構成とすることによっ
て、抜け止め用筒状体を螺合解除して、地中埋設管を接
続用継手から容易に取り外すことができる。又、地中埋
設管に螺合した抜け止め用筒状体の接当部が固定側筒状
体の接続部側端部に接当しない状態に設定しておくこと
によって、その空けた距離だけ地中埋設管が管軸芯方向
で移動することができ、地盤沈下や地震等の多い場所に
おいても変形や損傷のない良好な状態で使用することが
できる。又、抜け止め用筒状体を地中埋設管に螺合させ
ることができるのであれば、地中埋設管の接続部側端部
を固定側筒状体の接続部側端部と一致するように地中埋
設管を精度良く切断する必要がなく、施工面において有
利になる。又、地中埋設管の一端を接続部に貫通した状
態で固定された固定側筒状体内に挿入しているから、地
中埋設管にそれの管軸芯方向と直交する方向から大きな
力が作用した場合に、その大きな力を頑丈な接続部で受
け止めることができ、長期間に渡って変形や損傷のない
良好な状態で使用することができ、耐久面において有利
になる。According to the first aspect, the retaining tubular body is screwed to the underground pipe inserted into the fixed tubular body fixed in a state penetrating the connecting portion. Thereby, the retaining tubular member is released from the screw engagement, and the underground pipe can be easily removed from the connection joint. Also, by setting the contact portion of the retaining tubular member screwed to the underground pipe so as not to contact the connecting portion side end portion of the fixed tubular member, only the clearance distance is provided. The underground pipe can move in the axial direction of the pipe, and can be used in a good condition without deformation or damage even in a place where land subsidence or an earthquake occurs frequently. Also, if the retaining tubular body can be screwed into the underground pipe, the connecting portion side end of the underground pipe should coincide with the connecting portion side end of the fixed tubular body. It is not necessary to cut the underground pipe accurately, which is advantageous in terms of construction. In addition, since one end of the underground pipe is inserted into the fixed cylindrical body fixed in a state penetrating the connection portion, a large force is applied to the underground pipe from a direction perpendicular to the pipe axis direction. When acted, the large force can be received by the strong connection, and can be used in a good condition without deformation or damage for a long time, which is advantageous in terms of durability.
【0020】請求項2によれば、固定側筒状体の外面
に、前記接続部の厚みに応じて切断して固定側筒状体の
長さを調節するための複数の切断位置を視認可能に設け
ることによって、接続部の壁の厚みに合った切断位置
で、直ちに切断することができ、金型の兼用化によるコ
ストの低減を図ることができる。According to the second aspect, a plurality of cutting positions for adjusting the length of the fixed-side tubular body by cutting according to the thickness of the connecting portion can be visually recognized on the outer surface of the fixed-side tubular body. In this case, the cutting can be performed immediately at a cutting position that matches the thickness of the wall of the connecting portion, and the cost can be reduced by using a mold in common.
【0021】請求項3によれば、固定側筒状体の外面の
中心軸方向一箇所又は複数箇所に、環状の切り込み用凹
部を形成することによって、接続部の壁の厚みに合った
切断位置で、直ちに切断することができるだけでなく、
切断直前の切断刃を切り込み用凹部に当てて切断刃の位
置合わせを迅速に行うことができ、切断時間の短縮化を
図ることができる。According to the third aspect, by forming an annular notch recess at one or a plurality of locations on the outer surface of the fixed-side cylindrical body in the center axis direction, a cutting position suitable for the thickness of the wall of the connection portion is provided. In addition to being able to cut immediately,
The positioning of the cutting blade can be quickly performed by contacting the cutting blade immediately before the cutting with the notch concave portion, and the cutting time can be reduced.
【0022】請求項4によれば、接着剤にて固定側筒状
体を接続部の貫通孔に固定することによって、モルタル
等を用いた場合の亀裂やひび割れによる水漏れを確実に
回避することができ、長期間において水漏れのないもの
に構成することができる。又、接着剤としてエポキシ樹
脂等のコンクリートとの新和性の高い接着剤を用いるこ
とになり、この接着剤はポリエチレン等の合成樹脂でな
る固定側筒状体との接着性の悪いものであるため、吸水
膨張性のシール材を備えさせることによって、例え接着
剤と固定側筒状体との間に隙間が発生し、その隙間に水
分が入ってきたとしても、その水分を吸水膨張性のシー
ル材が吸収して接続部内への水分の浸入を阻止すること
ができ、問題にならない。According to the fourth aspect, the fixed-side tubular body is fixed to the through-hole of the connecting portion with an adhesive, so that water leakage due to cracks and cracks when mortar or the like is used is reliably avoided. , And can be configured without water leakage for a long period of time. In addition, an adhesive having a high degree of freshness with concrete, such as epoxy resin, is used as the adhesive, and this adhesive has poor adhesion to the fixed-side tubular body made of a synthetic resin such as polyethylene. Therefore, by providing a water-swellable sealing material, a gap is generated between the adhesive and the fixed-side cylindrical body, and even if water enters the gap, the water is absorbed and expanded. The sealing material absorbs and can prevent the intrusion of moisture into the connection portion, which is not a problem.
【0023】請求項5によれば、抜け止め用筒状体を地
中埋設管の内側に螺合させる構成とし、抜け止め用筒状
体の接続部側端部内面を端部側ほど外拡がりとなる湾曲
面に形成することによって、地中埋設管から接続部へ通
したケーブル等が抜け止め用筒状体の接続部側端部内面
で傷付けることなく、スムーズに通線することができ、
専用の部材、所謂ベルマウスを不要にすることができ
る。According to the fifth aspect, the retaining tubular body is screwed inside the underground pipe, and the inner surface of the connecting portion side end of the retaining tubular body expands outward toward the end. By forming on the curved surface that becomes, the cable etc. passed from the underground pipe to the connection part can be smoothly passed without damaging the inner surface of the connection part side end of the retaining tubular body,
An exclusive member, a so-called bell mouth, can be dispensed with.
【図1】厚肉な壁を有する接続部に地中埋設管を接続用
継手を介して接続した状態を示す断面図である。FIG. 1 is a cross-sectional view showing a state where an underground pipe is connected to a connection portion having a thick wall via a connection joint.
【図2】地中埋設管及び接続用継手の上半分のみを断面
にした分解側面図である。FIG. 2 is an exploded side view in which only an upper half of an underground pipe and a connection joint are shown in cross section.
【図3】固定側筒状体の側面図である。FIG. 3 is a side view of a fixed-side tubular body.
【図4】固定側筒状体を示し、(a)はそれの断面図、
(b)は(a)におけるI−I線断面図である。FIG. 4 shows a fixed side tubular body, (a) is a sectional view thereof,
(B) is a sectional view taken along line II in (a).
【図5】中肉の壁を有する接続部に地中埋設管を接続用
継手を介して接続した状態を示す断面図である。FIG. 5 is a cross-sectional view showing a state where an underground pipe is connected to a connection portion having a solid wall via a connection joint.
【図6】薄肉の壁を有する接続部に地中埋設管を接続用
継手を介して接続した状態を示す断面図である。FIG. 6 is a cross-sectional view showing a state where an underground pipe is connected to a connection portion having a thin wall via a connection joint.
【図7】図1において抜け止め用筒状体を完全にねじ込
んだ状態を示す断面図である。FIG. 7 is a cross-sectional view showing a state in which the retaining tubular member in FIG. 1 is completely screwed.
【図8】地中埋設管を接続部に接続する直前の状態を示
す説明図である。FIG. 8 is an explanatory diagram showing a state immediately before connecting an underground pipe to a connection portion.
【図9】接続部に地中埋設管を従来の接続用継手を介し
て接続した状態を示す断面図である。FIG. 9 is a cross-sectional view showing a state where an underground pipe is connected to a connection portion via a conventional connection joint.
【図10】接続部に地中埋設管を従来の接続用継手を介
して接続する直前の状態を示す断面図である。FIG. 10 is a cross-sectional view showing a state immediately before connecting an underground pipe to a connection portion via a conventional connection joint.
1 接続部 1A 貫通孔 2 管接続用継手 3 地中埋設管 3A 凸部 3B 凹部 3C 空間 4 固定側筒状体 4A 本体部 4B ラッパ状部分 4C,4D,4E,4F 凹部 4T 突出部 5 螺合部 6 接当部 7 抜け止め用筒状体 7A 内面 8 接着剤 9,10 水膨張パッキン 21 接続部 21A 貫通孔 22 受け口側継手 23 シール材 24 地中埋設管 25 差し口側継手 25A 凹部 26 パッキン 27 抜け止めリング S 隙間 DESCRIPTION OF SYMBOLS 1 Connection part 1A Through-hole 2 Pipe connection joint 3 Underground pipe 3A Convex part 3B Concave part 3C Space 4 Fixed side cylindrical body 4A Body part 4B Wrap-shaped part 4C, 4D, 4E, 4F Concave part 4T Projection part 5 Screw Part 6 Contact part 7 Retaining tubular body 7A Inner surface 8 Adhesive 9,10 Water expansion packing 21 Connection part 21A Through hole 22 Receptacle side joint 23 Sealing material 24 Underground pipe 25 Entrance side joint 25A Recess 26 Packing 27 Retaining ring S Clearance
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) F16L 33/28 H02G 9/06 B H02G 1/06 311 F16L 33/00 B 9/06 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) F16L 33/28 H02G 9/06 B H02G 1/06 311 F16L 33/00 B 9/06
Claims (5)
凸部と凹部とが管軸芯方向で交互に位置する螺旋状の地
中埋設管を接続するための接続用継手であって、前記接
続部に貫通した状態で固定され、かつ、前記地中埋設管
の端部を挿入自在な固定側筒状体と、前記固定側筒状体
に挿入された地中埋設管に螺合して一体化する螺合部を
備え、かつ、該螺合部の螺合後において該固定側筒状体
の接続部側端部に接当して該地中埋設管の抜け止めを行
う接当部を備えた抜け止め用筒状体とからなる接続用継
手。1. A connection joint for connecting a spiral buried underground pipe in which convex parts and concave parts are alternately positioned in a pipe axis direction at a connecting part such as a handhole or a manhole. A fixed-side tubular body that is fixed in a state penetrating through the portion and into which the end of the underground pipe can be inserted, and is screwed and integrated with the underground pipe inserted into the fixed-side tubular body. And a contact portion that contacts the end of the fixed-side tubular body on the connection portion side after screwing of the screw portion to prevent the underground pipe from coming off. A connection joint comprising a retaining tubular body provided.
の厚みに応じて切断して該固定側筒状体の長さを調節す
るための複数の切断位置を視認可能に設けてなる請求項
1記載の接続用継手。2. A plurality of cutting positions for adjusting the length of the fixed-side cylindrical body by cutting the outer surface of the fixed-side cylindrical body in accordance with the thickness of the connecting portion are provided so as to be visible. The connection joint according to claim 1.
箇所又は複数箇所に、環状の切り込み用凹部を形成して
なる請求項1記載の接続用継手。3. The connecting joint according to claim 1, wherein an annular cut-out recess is formed at one or a plurality of locations on the outer surface of the fixed-side tubular body in the central axis direction.
固定側筒状体がポリエチレン等の合成樹脂でなっている
場合には、前記接続部に前記固定側筒状体の外径寸法よ
りも大きな寸法の貫通孔を形成し、この貫通孔に前記固
定側筒状体の一端を挿入した状態で該貫通孔と固定側筒
状体との間に形成される隙間に接着剤を充填して固定
し、前記貫通孔に対応する前記固定側筒状体の外面に吸
水膨張性のシール材を備えさせてなる請求項1記載の接
続用継手。4. When the connecting portion is made of concrete and the fixed-side tubular body is made of a synthetic resin such as polyethylene, the connecting portion is larger than the outer diameter of the fixed-side tubular body. A through hole having a dimension is formed, and a gap formed between the through hole and the fixed side cylindrical body is filled with an adhesive in a state where one end of the fixed side cylindrical body is inserted into the through hole and fixed. The connection joint according to claim 1, wherein a water-absorbing and expanding sealing material is provided on an outer surface of the fixed-side tubular body corresponding to the through-hole.
の内側に螺合させる構成とし、前記抜け止め用筒状体の
接続部側端部内面を端部側ほど外拡がりとなる湾曲面に
形成してなる請求項1記載の接続用継手。5. A structure in which the retaining tubular body is screwed into the underground pipe, and the inner surface of the connection-side end of the retaining tubular body becomes wider toward the end. The connection joint according to claim 1, wherein the connection joint is formed on a curved surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000396682A JP2002195460A (en) | 2000-12-27 | 2000-12-27 | Coupler for connection |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000396682A JP2002195460A (en) | 2000-12-27 | 2000-12-27 | Coupler for connection |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002195460A true JP2002195460A (en) | 2002-07-10 |
Family
ID=18861930
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000396682A Pending JP2002195460A (en) | 2000-12-27 | 2000-12-27 | Coupler for connection |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002195460A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008014455A (en) * | 2006-07-07 | 2008-01-24 | Kyowa Rubber Kk | Tube joint structure |
KR101226849B1 (en) | 2010-10-26 | 2013-01-25 | 정문식 | Apparatus for connecting shaped tubes of manhole pipeline |
JP2014207752A (en) * | 2013-04-11 | 2014-10-30 | 共和ゴム株式会社 | Pipe connection structure |
JP6144394B1 (en) * | 2016-08-24 | 2017-06-07 | 共和ゴム株式会社 | Tube connection structure and bellmouth |
KR20230001143U (en) * | 2021-11-29 | 2023-06-07 | (주)성원화학 | Coupling device of underground pipeline and manhole |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000341817A (en) * | 1999-05-26 | 2000-12-08 | Kana Flex Corporation Kk | Construction of underground tube |
-
2000
- 2000-12-27 JP JP2000396682A patent/JP2002195460A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000341817A (en) * | 1999-05-26 | 2000-12-08 | Kana Flex Corporation Kk | Construction of underground tube |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008014455A (en) * | 2006-07-07 | 2008-01-24 | Kyowa Rubber Kk | Tube joint structure |
KR101226849B1 (en) | 2010-10-26 | 2013-01-25 | 정문식 | Apparatus for connecting shaped tubes of manhole pipeline |
JP2014207752A (en) * | 2013-04-11 | 2014-10-30 | 共和ゴム株式会社 | Pipe connection structure |
JP6144394B1 (en) * | 2016-08-24 | 2017-06-07 | 共和ゴム株式会社 | Tube connection structure and bellmouth |
JP2018031412A (en) * | 2016-08-24 | 2018-03-01 | 共和ゴム株式会社 | Pipe body connection structure and bell mouth |
KR20230001143U (en) * | 2021-11-29 | 2023-06-07 | (주)성원화학 | Coupling device of underground pipeline and manhole |
KR200497418Y1 (en) | 2021-11-29 | 2023-11-06 | (주)성원화학 | Coupling device of underground pipeline and manhole |
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