JP2000282556A - Joint for connection - Google Patents

Joint for connection

Info

Publication number
JP2000282556A
JP2000282556A JP11090405A JP9040599A JP2000282556A JP 2000282556 A JP2000282556 A JP 2000282556A JP 11090405 A JP11090405 A JP 11090405A JP 9040599 A JP9040599 A JP 9040599A JP 2000282556 A JP2000282556 A JP 2000282556A
Authority
JP
Japan
Prior art keywords
joint
axis direction
hardness
joint body
connection
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.)
Granted
Application number
JP11090405A
Other languages
Japanese (ja)
Other versions
JP3444534B2 (en
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 JP09040599A priority Critical patent/JP3444534B2/en
Publication of JP2000282556A publication Critical patent/JP2000282556A/en
Application granted granted Critical
Publication of JP3444534B2 publication Critical patent/JP3444534B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a joint for connection capable of surely avoiding the infiltration of water or the like from the mutual connecting sections of underground buried pipes to the inside even in use for a prolonged term. SOLUTION: The joint for connection has a joint body for external fitting extending over the mutual one end sections of a plurality of adjacent underground buried pipes 1 under the state in which the mutual one end sections of the adjacent underground buried pipes 1, 1 in the pipe axial-center direction in the pipes 1 buried into a ground are abutted and clamps 4 for clamping each of both end sections 3B, 3B in the pipe axial direction of the joint body and conducting the mutual connection of the adjacent underground buried pipes 1 and sealing treatment under the state of external fitting. The joint, body is composed of a plastic material having resiliency, and the hardness of both end sections 3B, 3B in at least the pipe axial direction in the joint body is set at a value smaller than one of other sections.

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、例えばハンドホー
ルやマンホール等の接続部間を連結するために用いられ
る複数の地中埋設管のうちの管軸芯方向で隣合う地中埋
設管同士を接続するために用いる接続用継手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of connecting underground buried pipes which are adjacent to each other in a pipe axis direction among a plurality of buried underground pipes used for connecting connecting portions such as handholes and manholes. The present invention relates to a connection joint used for connection.

【0002】[0002]

【従来の技術】上記管軸芯方向で隣合う地中埋設管同士
を接続するには、例えば図6に示すように、両側のそれ
ぞれに、地中埋設管1を差し込むことができる差し込み
部10A,10Aを備えた継手10を用い、各地中埋設
管1の両端のそれぞれにシール材11を備えさせ、一方
の地中埋設管1の一端を継手10の一方の差し込み部1
0Aに内挿し、他方の地中埋設管1の一端を継手10の
他方の差し込み部10Aに内挿することによって、隣合
う地中埋設管同士をシール処理した状態で接続するよう
にしている。尚、図に示す10Bは、地中埋設管1の差
し込み量を規制するために継手10の差し込み方向ほぼ
中央部に内側に突出形成された突出部である。
2. Description of the Related Art In order to connect underground pipes adjacent to each other in the pipe axis direction, for example, as shown in FIG. 6, an insertion portion 10A into which an underground pipe 1 can be inserted into each of both sides. , 10A, a sealing material 11 is provided at each end of the underground pipe 1 in each place, and one end of the underground pipe 1 is connected to one of the insertion portions 1 of the joint 10.
0A, and one end of the other underground pipe 1 is inserted into the other insertion portion 10A of the joint 10 so that adjacent underground pipes are connected in a sealed state. In addition, 10B shown in the figure is a protruding portion formed to protrude inward at substantially the center in the insertion direction of the joint 10 in order to regulate the insertion amount of the underground pipe 1.

【0003】上記接続方法では、継手10に対して地中
埋設管1を内挿するだけであることから、長期使用に伴
って次第にシール性能が低下して、地中埋設管同士の接
続部から内部に水等が侵入してしまうことがあり、改善
の余地があった。因みに、接続直後のシール性能を飛躍
的に高めることにより、シール性能の低下度合いを小さ
なものにすることが考えられるが、この場合、継手10
の差し込み部10Aの内径と地中埋設管1の外径との寸
法差を小さくすることになり、継手10の差し込み部1
0Aに地中埋設管1を差し込み難い作業性の低下を招
き、実施し難いものである。このように継手10の差し
込み部10Aに地中埋設管1を無理やり差し込む構成で
は、部材の損傷や変形等のトラブルを招くことがあるた
め、実際には、前記寸法差には限界があり、接続直後の
シール性能を飛躍的に高めることができないものであっ
た。
In the above connection method, since only the underground pipe 1 is inserted into the joint 10, the sealing performance gradually decreases with long-term use, and the connection between the underground pipes is reduced. Water or the like may enter the inside, leaving room for improvement. Incidentally, it is conceivable that the degree of decrease in the sealing performance is reduced by dramatically increasing the sealing performance immediately after the connection.
The dimensional difference between the inner diameter of the insertion portion 10A of the joint 10 and the outer diameter of the underground pipe 1 is reduced, and the insertion portion 1 of the joint 10 is reduced.
This lowers the workability of inserting the underground pipe 1 into 0A, which is difficult to implement. In the configuration in which the underground pipe 1 is forcibly inserted into the insertion portion 10A of the joint 10 as described above, troubles such as damage or deformation of members may be caused. Immediately after that, the sealing performance could not be dramatically improved.

【0004】[0004]

【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、長期使用においても
地中埋設管同士の接続部から内部に水等が侵入すること
を確実に回避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 is intended to solve the problem that water and the like can be reliably prevented from entering the inside from the connection between underground pipes even during long-term use. It is an object of the present invention to provide a connection joint that can be used.

【0005】[0005]

【課題を解決するための手段】本発明の接続用継手は、
前述の課題解決のために、地中に埋設される複数の地中
埋設管のうちの管軸芯方向で隣合う地中埋設管の一端部
同士を突き合わせた状態で、該隣合う地中埋設管の一端
部同士間に渡って外嵌するための継手本体と、前記継手
本体を前記隣合う地中埋設管の一端部同士間に渡って外
嵌した状態において、該継手本体の管軸方向両端部のそ
れぞれを締め付けて該隣合う地中埋設管同士の接続とシ
ール処理とを行うための締め付け具とを備え、前記継手
本体が弾性を有するゴム又はプラスチックでなり、か
つ、該継手本体のうちの少なくとも管軸方向両端部の硬
度を他の部分の硬度よりも小さな値(低い値)に設定し
たことを特徴としている。従って、継手本体を隣合う地
中埋設管の一端部同士間に渡って外嵌した状態で、継手
本体の管軸方向両端部を締め付け具にて締め付けること
によって、隣合う地中埋設管同士を管の弾性力によりシ
ール処理した状態で接続することが可能になる。尚、前
記締め付け具による締め付け力を変更することにより、
シール性能を変更調節することができる。しかも、継手
本体の硬度を変更するだけで、シール機能を付与するこ
とができ、シール材を別体形成する必要がないだけでな
く、別体形成されたシール材を接着剤等を用いて継手本
体に取り付ける必要もない。又、別体形成されたシール
材の剥がれ等の問題もない。
The connecting joint according to the present invention comprises:
In order to solve the above-mentioned problem, in a state where one end of the underground pipes adjacent to each other in the pipe axis direction among a plurality of underground pipes buried in the ground abut one another, the adjacent underground pipes are buried. A joint main body for external fitting between one ends of the pipes, and a pipe axial direction of the joint main body in a state where the joint main body is externally fitted between one ends of the adjacent underground pipes. The joint body is made of elastic rubber or plastic, and is provided with a fastener for tightening each of both end portions to perform connection and sealing between the adjacent underground pipes, and the joint body is made of elastic rubber or plastic. The hardness of at least both ends in the tube axis direction is set to a value smaller (lower value) than the hardness of other portions. Therefore, in a state where the joint body is externally fitted across one end of adjacent underground pipes, by tightening both ends of the joint body in the pipe axis direction with a fastener, the adjacent underground pipes are connected to each other. The connection can be made in a sealed state by the elastic force of the pipe. In addition, by changing the tightening force by the tightening tool,
The sealing performance can be changed and adjusted. In addition, a seal function can be imparted only by changing the hardness of the joint body, and it is not necessary to separately form the seal material, and the separately formed seal material is jointed using an adhesive or the like. There is no need to attach it to the main unit. Further, there is no problem such as peeling of the separately formed sealing material.

【0006】前記継手本体を筒状のもので構成すること
によって、2つに分割されたもので継手本体を構成した
場合に比べて部材点数を少なくすることができるだけで
なく、前述のように継手本体の管軸方向両端部の硬度値
の小さな部分を締め付け具にて締め付けるだけでシール
処理を完了することができる。
When the joint body is formed of a cylindrical body, the number of members can be reduced as compared with the case where the joint body is formed by dividing the joint body into two parts. The sealing process can be completed only by tightening the parts having a small hardness value at both ends in the tube axis direction of the main body with a fastener.

【0007】前記継手本体の管軸方向両端部の肉厚を他
の部分の肉厚よりも薄く形成し、かつ、該継手本体の管
軸方向両端部の内面に前記地中埋設管の外面に接触する
環状の突出部を形成することによって、継手本体の管軸
方向両端部を容易に締め付け操作することができるとと
もに、環状の突出部のみを変形させるだけの締め付け操
作力でシール処理した状態で接続することができ、継手
本体の管軸方向両端部に対する締め付け操作力の軽減を
図ることができるとともに、環状の突出部によりシール
性能を高めることができる。
The thickness of both ends of the joint body in the pipe axis direction is made smaller than the thickness of the other parts, and the inner surface of both ends of the joint body in the pipe axis direction is formed on the outer surface of the underground pipe. By forming the annular protrusions that come into contact, both ends of the joint body in the pipe axis direction can be easily tightened, and the sealing process is performed with a tightening operation force that only deforms the annular protrusions. It is possible to reduce the tightening operation force on both ends of the joint body in the pipe axis direction, and the sealing performance can be enhanced by the annular projection.

【0008】前記締め付け具が、環状のバンドと、この
バンドを拡縮操作するための螺子体とからなり、前記バ
ンドを入り込み可能な凹部を前記継手本体の管軸方向両
端部の外面に形成することによって、バンドが管軸方向
に移動して継手本体から外れることを凹部が確実に阻止
することができる。
The fastener comprises an annular band and a screw body for expanding and contracting the band, and recesses into which the band can be inserted are formed on outer surfaces of both ends of the joint body in the axial direction of the joint. Accordingly, the concave portion can reliably prevent the band from moving in the pipe axis direction and coming off the joint body.

【0009】前記継手本体の管軸方向両端部の硬度を4
0°〜60°の範囲に設定し、該管軸方向両端部を除い
た他の部分の硬度を80°〜95°の範囲に設定するこ
とによって、管軸方向両端部のシール性能及び管軸方向
両端部を除いた部分、つまり管軸方向中間部の保形強度
を良好に維持させることができる。
The hardness of the joint body at both ends in the tube axis direction is 4
By setting the hardness in the range of 0 ° to 60 ° and setting the hardness of the other parts in the range of 80 ° to 95 ° except for the both ends in the tube axis direction, the sealing performance at both ends in the tube axis direction and the tube shaft The shape-retaining strength of the portion excluding the both ends in the direction of the tube, that is, the middle portion in the tube axis direction can be favorably maintained.

【0010】前記突出部の硬度を前記継手本体の管軸方
向両端部の硬度よりも小さな(低い)値に設定すること
によって、継手本体の管軸方向両端部の保形強度の低下
を抑制しながら、シール性能をより高めることが可能に
なる。
[0010] By setting the hardness of the protruding portion to a value smaller (lower) than the hardness of both ends of the joint body in the tube axis direction, a reduction in the shape retention strength of both ends of the joint body in the tube axis direction is suppressed. However, the sealing performance can be further improved.

【0011】[0011]

【発明の実施の形態】図1に、ハンドホールやマンホー
ル等の接続部間を接続するための複数の地中埋設管1,
1のうちの2つの地中埋設管1,1が継手2を介して接
続された状態を示している。前記地中埋設管1,1は、
合成樹脂等により形成され、螺旋状の凸部1Aと螺旋状
の凹部1Bとを備え、その内部には、光ケーブルや情報
ケーブル、あるいは通信ケーブル等が通線されることに
なる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a plurality of underground pipes 1 for connecting between connecting parts such as handholes and manholes.
2 shows a state in which two of the underground pipes 1 and 1 are connected via a joint 2. The underground pipes 1, 1 are:
It is formed of a synthetic resin or the like, and has a spiral convex portion 1A and a spiral concave portion 1B, into which an optical cable, an information cable, a communication cable, and the like are passed.

【0012】前記継手2は、図2〜図4に示すように、
前記地中埋設管1の外径よりも少し大きな内径を有する
円筒状に形成された継手本体3と、この継手本体3の管
軸芯方向、つまり長手方向両端部に備えさせた4つの締
め付け具4…とからなっている。そして、前記継手本体
3は、ゴムでなり、硬度をほぼ90°に設定した硬い中
間部3Aと、この中間部3Aの長手方向両端に位置し、
かつ、硬度をほぼ50°に設定した柔らかい両端部3
B,3Bとからなっている。又、前記両端部3B,3B
の肉厚を前記中間部3Aの肉厚よりも薄く形成すること
によって、中間部3Aの保形強度を高めることができな
がらも、両端部3B,3Bを縮径方向に容易に変形させ
て締め付け操作力の低減を図ることができるようにして
いる。前記締め付け具4…は、多ければ多いほど締め付
けを確実に行うことができるが、締め付け具4…の個数
は、図に示す4つに限定されるものではない。又、前記
継手本体3の中間部3Aの硬度をほぼ90°にし、両端
部3B,3Bの硬度をほぼ50°にしたが、使用場所や
地中埋設管1の硬度等に応じて、継手本体3の中間部3
Aの硬度を40°〜60°の間で、又、両端部3B,3
Bの硬度を80°〜95°の間で変更調節することがで
きる。前記継手本体3は、ゴムが最適であるが、ゴムの
他、ゴムのような性質を持つポリウレタンでもよく、弾
性を有する各種のプラスチックを用いることができる。
The joint 2 is, as shown in FIGS.
A cylindrical joint body 3 having an inner diameter slightly larger than the outer diameter of the underground pipe 1, and four fasteners provided at both ends of the joint body 3 in the axial direction of the pipe axis, that is, at both longitudinal ends. 4 ... The joint body 3 is made of rubber and has a hard intermediate portion 3A whose hardness is set to approximately 90 °, and is located at both longitudinal ends of the intermediate portion 3A.
And both soft ends 3 having a hardness set to approximately 50 °
B and 3B. Also, both ends 3B, 3B
By making the thickness of the intermediate portion 3A thinner than the thickness of the intermediate portion 3A, the shape retention strength of the intermediate portion 3A can be increased, but the ends 3B, 3B are easily deformed in the diameter reducing direction and tightened. The operating force can be reduced. The greater the number of the fasteners 4, the more securely the fastening can be performed, but the number of the fasteners 4 is not limited to four as shown in the figure. The hardness of the intermediate portion 3A of the joint body 3 is set to approximately 90 °, and the hardness of the both end portions 3B, 3B is set to approximately 50 °. However, depending on the place of use, the hardness of the underground pipe 1, etc. Middle part 3 of 3
A between 40 ° and 60 °, and both ends 3B, 3B.
The hardness of B can be changed and adjusted between 80 ° and 95 °. The joint body 3 is optimally made of rubber, but may be made of polyurethane other than rubber, such as rubber, or various plastics having elasticity.

【0013】前記締め付け具4は、図1及び図2に示す
ように、両端が重なり合わせることにより環状としたス
テンレス製のバンド4Aと、このバンド4Aを拡縮操作
するための螺子体4Bとからなり、螺子体4Bを一方向
に回転操作することによりバンド4Aの両端の重なり合
い部分を増大させることで、バンド4Aを縮径操作して
継手本体3の両端部3B,3Bを締め付けることができ
るようにしている。そして、前記締め付け具4…は、前
記継手本体3の両端部3B,3Bの外面それぞれに形成
されている凹部3b,3bに入り込んだ状態で装着され
ており、締め付け具4…が管軸方向に移動することがな
いようにしている。又、前記継手本体3の両端部3B,
3Bの内面のうちの前記凹部3b,3bに対応する部分
に、内方側に突出する環状の矩形状の一対の突出部3
T,3Tを一体形成して、シール性能を高めることがで
きるようにしている。前記突出部3T,3Tを、図5に
示すように、前記両端部3B,3Bと異なる層に形成
し、その突出部3T,3Tの硬度を両端部3B,3Bの
硬度よりも小さな値(例えば硬度値を40°)にするこ
とにより、よりシール性能を高めるようにしてもよい。
前記突出部3T,3Tの形状や突出度合い等は、自由に
変更することができる。
As shown in FIGS. 1 and 2, the fastening member 4 comprises a stainless steel band 4A having both ends overlapped to form an annular shape, and a screw body 4B for expanding and contracting the band 4A. By increasing the overlapping portion at both ends of the band 4A by rotating the screw body 4B in one direction, the band 4A can be reduced in diameter and the both ends 3B, 3B of the joint body 3 can be tightened. ing. The fasteners 4 are mounted so as to enter recesses 3b, 3b formed on the outer surfaces of both ends 3B, 3B of the joint main body 3, respectively. I try not to move. Further, both ends 3B of the joint body 3 are provided.
A pair of annular rectangular protrusions 3 protruding inward are provided on portions of the inner surface of 3B corresponding to the recesses 3b, 3b.
T and 3T are integrally formed so that the sealing performance can be enhanced. As shown in FIG. 5, the protrusions 3T, 3T are formed in a layer different from the ends 3B, 3B, and the hardness of the protrusions 3T, 3T is smaller than the hardness of the ends 3B, 3B (for example, By setting the hardness value to 40 °), the sealing performance may be further enhanced.
The shape and the degree of protrusion of the protrusions 3T, 3T can be freely changed.

【0014】前記2つの地中埋設管1,1を接続する接
続方法について説明すれば、まず図2に示すように、継
手本体3の両端部3B,3Bの4つの凹部に締め付け具
4を嵌め込む。尚、最初から締め付け具4が嵌め込まれ
たものでもよい。前記締め付け具4…を備えた継手本体
3の一端を、一方の地中埋設管1の一端に外挿した後、
図3の矢印方向、つまり他方の地中埋設管1側に前記継
手本体3を移動させることにより、図4に示すように、
継手本体3が2つの地中埋設管1,1の一端部それぞれ
をほぼ同一範囲で外嵌した状態にする。尚、図3及び図
4において、図面が煩雑になることを考慮して、締め付
け具4を省略したものにしている。このように2つの地
中埋設管1,1の一端部同士を突き合わせた状態で、継
手本体3を該一端部間に渡って外嵌した状態において、
図示していない締め付け具4の螺子体4Bを締め付け操
作することにより、図4に一部矢印で示すように、継手
本体3を径方向に締め付けて、突出部3T,3Tが地中
埋設管1,1の表面(外面)を押圧し、シール処理と2
つの地中埋設管1,1の接続とを完了することができる
ようにしている。図3及び図4では、地中埋設管1,1
の一端部同士間に隙間が発生している状態を示している
が、地中埋設管1,1の端面同士が接当した状態、つま
り前記隙間がない状態であってもよい。前記一方の地中
埋設管1の一端に、前記継手本体3を外挿しておけば、
例えば図3において、2つの地中埋設管1,1の互いに
離れる側の端部それぞれが固定されている場合であって
も、継手本体3を図3に示す矢印方向に移動させるだけ
で容易に2つの地中埋設管1,1の一端部間に渡って外
嵌させることができる。しかし、図6で示した従来のよ
うに、継手10に差し込むために一方の地中埋設管1を
移動させる必要があり、前記のように2つの地中埋設管
1,1の互いに離れる側の端部それぞれが固定されてい
る場合には、継手10に一方の地中埋設管1を移動させ
て差し込むことが非常に難しく、本願発明ではこのよう
な場合でも容易に接続することができる利点がある。
A method of connecting the two underground pipes 1 and 1 will be described. First, as shown in FIG. 2, the fastener 4 is fitted into four recesses at both ends 3B and 3B of the joint body 3. Put in. The fastening tool 4 may be fitted from the beginning. After extrapolating one end of the joint body 3 provided with the fasteners 4 to one end of one underground pipe 1,
By moving the joint body 3 in the direction of the arrow in FIG. 3, that is, toward the other underground pipe 1, as shown in FIG.
The joint body 3 is set so that one end of each of the two underground pipes 1 and 1 is externally fitted in substantially the same range. In FIGS. 3 and 4, the fastener 4 is omitted in order to make the drawings complicated. In a state where the one end portions of the two underground pipes 1 and 1 abut each other, the joint body 3 is externally fitted over the one end portion,
By tightening the screw body 4B of the not-shown tightening tool 4, the joint body 3 is tightened in the radial direction, as shown by the partial arrow in FIG. , 1 by pressing the surface (outer surface), sealing
Connection of the two underground pipes 1, 1 can be completed. 3 and 4, the underground pipes 1, 1
Shows a state in which a gap is generated between one end portions of the underground pipes, but may be a state in which the end faces of the underground pipes 1 and 1 are in contact with each other, that is, a state in which there is no gap. If the joint body 3 is extrapolated to one end of the one underground pipe 1,
For example, in FIG. 3, even when the two ends of the two underground pipes 1 and 1 on the side away from each other are fixed, simply moving the joint body 3 in the direction of the arrow shown in FIG. It can be fitted over one end of the two underground pipes 1,1. However, as in the prior art shown in FIG. 6, it is necessary to move one underground pipe 1 to insert it into the joint 10, and as described above, the two underground pipes 1, 1 When each end is fixed, it is very difficult to move and insert one underground pipe 1 into the joint 10, and the present invention has an advantage that the connection can be easily made even in such a case. is there.

【0015】[0015]

【発明の効果】請求項1によれば、継手本体が弾性を有
するゴム又はプラスチックでなり、かつ、継手本体のう
ちの少なくとも管軸方向両端部の硬度を他の部分よりも
小さな(低い)値に設定し、締め付け具により所定の締
め付け力にすることによって、長期使用においてもシー
ル性能が大きく低下することがなく、従来のように地中
埋設管同士の接続部から内部に水等が侵入することを確
実に回避することができる信頼性の高い接続用継手を提
供することができる。又、シール材を別体形成する必要
がないだけでなく、別体形成されたシール材を接着剤等
を用いて継手本体に取り付けることを不要にすることが
でき、製造面及びコスト面において有利になる。又、別
体形成されたシール材の剥がれ等の問題がなく、商品価
値の高い接続用継手とすることができる。又、継手本体
に加わる衝撃力を継手本体が持つ弾性力により良好に吸
収することができる利点もある。
According to the first aspect, the joint body is made of elastic rubber or plastic, and the hardness of at least both ends in the pipe axis direction of the joint body is smaller (lower) than other parts. By setting to a predetermined tightening force with a tightening tool, the sealing performance does not greatly decrease even in long-term use, and water or the like enters into the inside from the connection portion between the underground pipes as in the conventional case It is possible to provide a highly reliable connection joint capable of reliably avoiding this. In addition, it is not necessary to separately form the sealing material, and it is not necessary to attach the separately formed sealing material to the joint body using an adhesive or the like, which is advantageous in terms of manufacturing and cost. become. In addition, there is no problem such as peeling of the separately formed sealing material, and a connection joint having high commercial value can be obtained. There is also an advantage that the impact force applied to the joint body can be favorably absorbed by the elastic force of the joint body.

【0016】請求項2によれば、継手本体を筒状のもの
で構成することによって、2つに分割されたもので継手
本体を構成した場合に比べて部材点数を少なくすること
ができるだけでなく、前述のように継手本体の管軸方向
両端部の硬度の小さな部分を締め付け具にて締め付ける
だけでシール処理を完了することができ、コスト面及び
接続作業面において有利になる。
According to the second aspect of the present invention, the number of members can be reduced by forming the joint body with a cylindrical shape as compared with the case where the joint body is constituted by two parts. As described above, the sealing process can be completed only by tightening the small hardness portions at both ends in the pipe axis direction of the joint main body with a fastener, which is advantageous in terms of cost and connection work.

【0017】請求項3によれば、継手本体の管軸方向両
端部の肉厚を他の部分の肉厚よりも薄く形成し、かつ、
継手本体の管軸方向両端部の内面に地中埋設管の外面に
接触する環状の突出部を形成することによって、継手本
体の管軸方向両端部に対する締め付け操作力の軽減を図
ることができるとともに、環状の突出部によりシール性
能を高めることができ、接続作業面及び性能面のいずれ
においても優れたものにすることができる。
According to the third aspect, the thickness of the joint body at both ends in the pipe axis direction is formed to be smaller than the thickness of the other portions, and
By forming annular projections on the inner surfaces of both ends of the joint body in the pipe axis direction that contact the outer surface of the underground pipe, it is possible to reduce the tightening operation force on the both ends of the joint body in the tube axis direction. In addition, the sealing performance can be enhanced by the annular projection, and both the connection work surface and the performance surface can be improved.

【0018】請求項4によれば、締め付け具が、環状の
バンドと、このバンドを拡縮操作するための螺子体とか
らなり、バンドを入り込み可能な凹部を継手本体の管軸
方向両端部の外面に形成することによって、バンドが管
軸方向に移動して継手本体から外れることを凹部が確実
に阻止することができ、特に地盤沈下や地震等により発
生する振動等により不測にバンドが外れること等を確実
に阻止することができ、使用場所等に限定されない信頼
性の高い有益な接続用継手とすることができる。
According to the fourth aspect, the fastener comprises an annular band and a screw body for expanding / contracting the band, and the recesses into which the band can be inserted are formed on the outer surfaces of both ends of the joint body in the pipe axis direction. The concave portion can reliably prevent the band from moving in the pipe axis direction and coming off from the joint body, and the band can come off unexpectedly due to vibrations caused by land subsidence or earthquakes, etc. Can be reliably prevented, and a highly reliable and useful connection joint which is not limited to the place of use or the like can be obtained.

【0019】請求項6によれば、突出部の硬度を継手本
体の管軸方向両端部の硬度よりも小さな(低い)値に設
定することによって、継手本体の管軸方向両端部の保形
強度の低下を抑制しながら、シール性能をより高めるこ
とが可能になり、シール部材を継手に一体化した製造面
において有利にしながらも、別体のシール部材を継手に
備えさせたものと同等のシール性能を発揮させることが
できる。
According to the sixth aspect, by setting the hardness of the protrusion to a value smaller (lower) than the hardness of both ends of the joint body in the tube axis direction, the shape-retaining strength of both ends of the joint body in the tube axis direction is set. The sealing performance can be further improved while suppressing the decrease in the sealing performance, which is advantageous in terms of manufacturing in which the sealing member is integrated into the joint, but is the same as that provided with a separate sealing member in the joint. Performance can be demonstrated.

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

【図1】2つの地中埋設管を継手により接続した状態を
示す側面図。
FIG. 1 is a side view showing a state where two underground pipes are connected by a joint.

【図2】継手に締め付け具を装着する直前の状態を示す
斜視図。
FIG. 2 is a perspective view showing a state immediately before attaching a fastener to a joint.

【図3】一方の地中埋設管に継手を外嵌した状態を示す
断面図。
FIG. 3 is a cross-sectional view showing a state where a joint is externally fitted to one underground pipe.

【図4】2つの地中埋設管に継手を外嵌した状態を示す
断面図。
FIG. 4 is a sectional view showing a state in which a joint is externally fitted to two underground pipes.

【図5】別の継手を示す要部の断面図。FIG. 5 is a sectional view of a main part showing another joint.

【図6】従来の地中埋設管同士の接続方法を示す一部を
断面にした側面図。
FIG. 6 is a partial cross-sectional side view showing a conventional method of connecting underground pipes.

【符号の説明】[Explanation of symbols]

1 地中埋設管 1A 凸部 1B 凹部 2 継手 3 継手本体 3A 中間部 3B 両端部 3T 突出部 3b 凹部 4 締め付け具 4A バンド 4B 螺子体 10 継手 10A 差し込み部 10B 突出部 11 シール材 1 Underground pipe 1A Convex part 1B Concave part 2 Joint 3 Joint body 3A Intermediate part 3B Both ends 3T Projection 3b Concave 4 Fastener 4A Band 4B Screw 10 Joint 10A Insertion part 10B Projection 11 Seal material

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 地中に埋設される複数の地中埋設管のう
ちの管軸芯方向で隣合う地中埋設管の一端部同士を突き
合わせた状態で、該隣合う地中埋設管の一端部同士間に
渡って外嵌するための継手本体と、前記継手本体を前記
隣合う地中埋設管の一端部同士間に渡って外嵌した状態
において、該継手本体の管軸方向両端部のそれぞれを締
め付けて該隣合う地中埋設管同士の接続とシール処理と
を行うための締め付け具とを備え、前記継手本体が弾性
を有するゴム又はプラスチックでなり、かつ、該継手本
体のうちの少なくとも管軸方向両端部の硬度を他の部分
の硬度よりも小さな値に設定したことを特徴とする接続
用継手。
1. An end of an adjacent underground pipe in a state where one end of an adjacent underground pipe in a pipe axis direction among a plurality of underground pipes embedded in the ground is abutted against each other. A joint main body for external fitting between the parts, and in a state where the joint main body is externally fitted between one ends of the adjacent underground pipes, both ends of the joint main body in the pipe axis direction are A fastener for tightening each and connecting the adjacent underground pipes and performing a sealing process, wherein the joint body is made of elastic rubber or plastic, and at least one of the joint bodies. A joint for connection wherein the hardness at both ends in the pipe axis direction is set to a value smaller than the hardness at other portions.
【請求項2】 前記継手本体が筒状のものでなる請求項
1記載の接続用継手。
2. The connection joint according to claim 1, wherein said joint main body is cylindrical.
【請求項3】 前記継手本体の管軸方向両端部の肉厚を
他の部分の肉厚よりも薄く形成し、かつ、該継手本体の
管軸方向両端部の内面に前記地中埋設管の外面に接触す
る環状の突出部を形成してなる請求項1又は2記載の接
続用継手。
3. The joint body has a wall thickness at both ends in the pipe axis direction smaller than a wall thickness of the other portion, and the joint body has an inner surface at both ends in the pipe axis direction of the underground pipe. The connection joint according to claim 1 or 2, wherein an annular protrusion that contacts an outer surface is formed.
【請求項4】 前記締め付け具が、環状のバンドと、こ
のバンドを拡縮操作するための螺子体とからなり、前記
バンドを入り込み可能な凹部を前記継手本体の管軸方向
両端部の外面に形成してなる請求項1又は2記載の接続
用継手。
4. A fastening device comprising: an annular band; and a screw body for expanding and contracting the band, and recesses into which the band can be inserted are formed on outer surfaces of both ends of the joint body in the pipe axis direction. The connection joint according to claim 1 or 2, wherein
【請求項5】 前記継手本体の管軸方向両端部の硬度を
40°〜60°の範囲に設定し、該管軸方向両端部を除
いた他の部分の硬度を80°〜95°の範囲に設定して
なる請求項1又は2記載の接続用継手。
5. The hardness of both ends of the joint body in the tube axis direction is set in the range of 40 ° to 60 °, and the hardness of the other parts excluding the both ends in the tube axis direction is in the range of 80 ° to 95 °. The connection joint according to claim 1, wherein the connection joint is set to:
【請求項6】 前記突出部の硬度を前記継手本体の管軸
方向両端部の硬度よりも小さな値に設定してなる請求項
3記載の接続用継手。
6. The connection joint according to claim 3, wherein the hardness of the projecting portion is set to a value smaller than the hardness of both ends of the joint body in the tube axis direction.
JP09040599A 1999-03-31 1999-03-31 Connection fitting Expired - Fee Related JP3444534B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09040599A JP3444534B2 (en) 1999-03-31 1999-03-31 Connection fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09040599A JP3444534B2 (en) 1999-03-31 1999-03-31 Connection fitting

Publications (2)

Publication Number Publication Date
JP2000282556A true JP2000282556A (en) 2000-10-10
JP3444534B2 JP3444534B2 (en) 2003-09-08

Family

ID=13997686

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09040599A Expired - Fee Related JP3444534B2 (en) 1999-03-31 1999-03-31 Connection fitting

Country Status (1)

Country Link
JP (1) JP3444534B2 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002130547A (en) * 2000-10-30 2002-05-09 Sumitomo Electric Ind Ltd Insulating pipe
KR101059613B1 (en) * 2009-03-20 2011-08-25 주식회사 광호산업 Leakage prevention device of fume pipe connection
KR20160004207U (en) * 2015-09-09 2016-12-07 (주) 다해산업개발 Waterproof connector of sewer concrete pipe joint with socket
KR101743940B1 (en) * 2015-10-07 2017-06-08 이진규 Member available as end cap and coupling of ring-type corrugated pipe
CN110529679A (en) * 2018-05-25 2019-12-03 李银玲 The not effective sealing and connecting device of nurse
JP2020094393A (en) * 2018-12-12 2020-06-18 戸田建設株式会社 Injection outer pipe

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002130547A (en) * 2000-10-30 2002-05-09 Sumitomo Electric Ind Ltd Insulating pipe
KR101059613B1 (en) * 2009-03-20 2011-08-25 주식회사 광호산업 Leakage prevention device of fume pipe connection
KR20160004207U (en) * 2015-09-09 2016-12-07 (주) 다해산업개발 Waterproof connector of sewer concrete pipe joint with socket
KR200484415Y1 (en) * 2015-09-09 2017-09-19 (주) 다해산업개발 Waterproof connector of sewer concrete pipe joint with socket
KR101743940B1 (en) * 2015-10-07 2017-06-08 이진규 Member available as end cap and coupling of ring-type corrugated pipe
CN110529679A (en) * 2018-05-25 2019-12-03 李银玲 The not effective sealing and connecting device of nurse
JP2020094393A (en) * 2018-12-12 2020-06-18 戸田建設株式会社 Injection outer pipe
JP7117735B2 (en) 2018-12-12 2022-08-15 戸田建設株式会社 injection tube

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