JP2001177964A - Device for joining buried pipe to connection, and junction structure using this - Google Patents

Device for joining buried pipe to connection, and junction structure using this

Info

Publication number
JP2001177964A
JP2001177964A JP35420599A JP35420599A JP2001177964A JP 2001177964 A JP2001177964 A JP 2001177964A JP 35420599 A JP35420599 A JP 35420599A JP 35420599 A JP35420599 A JP 35420599A JP 2001177964 A JP2001177964 A JP 2001177964A
Authority
JP
Japan
Prior art keywords
joint
pipe
buried pipe
hole
joining
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
JP35420599A
Other languages
Japanese (ja)
Inventor
Masanori Yamada
正則 山田
Yoshiharu Hamauzu
義治 濱渦
Satsuki Ito
佐津季 伊藤
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.)
KOSHIN SHOJI KK
TOBAN SHOJI KK
Original Assignee
KOSHIN SHOJI KK
TOBAN SHOJI KK
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 KOSHIN SHOJI KK, TOBAN SHOJI KK filed Critical KOSHIN SHOJI KK
Priority to JP35420599A priority Critical patent/JP2001177964A/en
Publication of JP2001177964A publication Critical patent/JP2001177964A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a device for joining a buried pipe into connection, which can surely and firmly attach a buried pipe 10 into a junction hole A via a joint pipe 2 with high sealing property, even if the diameter of the buried pipe and the diameter of the junction hole A are slightly different, merely by using one kind of joint pipe 2, without having to prepare plural kinds of joint pipes, when attaching the buried pipe 10 anew into the junction hole A such as an existing hand hole H, thereby enabling cast of work execution to be reduced, and moreover can surely and firmly join the buried pipe 10 into a hand hole H or the like via the joint pipe 2 without it coming off, even if it is subjected to large load from the outside, and a junction structure using this. SOLUTION: This device is equipped with a joint pipe 2, which consists of elastic material to joint a buried pipe 10, inserted into the junction hole A of a connection H, and an expansion band 3 which expands the joint pipe 2, while pressing it from the inside thereby pressing the outside against the junction hole A so as to fix it, being provided inside it.

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
ンホールなどの接続部に埋設管を接合するための接合装
置と、これを用いる接合構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining apparatus for joining a buried pipe to a connecting portion such as a handhole or a manhole, and a joining structure using the same.

【0002】[0002]

【従来の技術】従来、ハンドホールやマンホールなどの
接続部に埋設管を接合するための接合構造として、例え
ば特開平11−182765号公報がある。その要旨
は、接続部の接合孔にジョイント管を挿通し、これを介
して埋設管を接合させる。また、従来では、前記接合孔
とジョイント管の間に接着剤を装填させるものも知られ
ている。
2. Description of the Related Art Conventionally, as a joining structure for joining a buried pipe to a connecting portion such as a handhole or a manhole, there is, for example, Japanese Patent Application Laid-Open No. H11-182765. The gist of the invention is to insert a joint pipe into the joint hole of the connection part and to join the buried pipe through the joint pipe. Conventionally, there is also known a device in which an adhesive is loaded between the joint hole and the joint pipe.

【0003】[0003]

【発明が解決しようとする課題】しかし、以上の構造の
ものは、汎用性に乏しい。つまり、既設のハンドホール
などの接合孔に埋設管を付け替えるようなとき、この接
合孔の径は、ハンドホールごとにそれぞれ異なっている
場合が多い。このため、各ハンドホールに埋設管を付け
替えるとき、その接合孔の大きさに対応した複数種類の
ジョイント管を予め用意する必要がある。しかし、複数
種類のジョイント管を用意することは、施工コストの上
昇を招く。しかも以上のように、接続部の接合孔にジョ
イント管を挿通させ、これを介して埋設管を接合させる
だけでは、十分な接合強度が得られ難い。また、前記接
合孔とジョイント管の間に接着剤を装填させたとして
も、地震などにより外部から大きな荷重を受けたとき、
ジョイント管や埋設管が外れる可能性がある。これらの
理由から近年では、施工コストが低廉で、しかも大きな
荷重を受けても外れたりすることがなく、ジョイント管
と埋設管をハンドホールなどに強固に接合できる接合装
置や接合構造が要求されている。
However, the above-mentioned structure has poor versatility. In other words, when replacing a buried pipe in a joint hole such as an existing handhole, the diameter of the joint hole often differs for each handhole. For this reason, when replacing a buried pipe in each handhole, it is necessary to prepare in advance a plurality of types of joint pipes corresponding to the size of the joint hole. However, preparing a plurality of types of joint pipes causes an increase in construction cost. Moreover, as described above, it is difficult to obtain sufficient joint strength only by inserting the joint pipe into the joint hole of the connection portion and joining the buried pipe through the joint pipe. Further, even if an adhesive is loaded between the joint hole and the joint pipe, when a large load is applied from the outside due to an earthquake or the like,
Joint pipes or buried pipes may come off. For these reasons, in recent years, there has been a demand for a joining apparatus and a joining structure that can join joint pipes and buried pipes firmly to handholes, etc., in which construction costs are low, and they do not come off even under a large load. I have.

【0004】そこで、本発明の目的は、既設のハンドホ
ールなどの接合孔に埋設管を付け替えるようなとき、複
数種類のジョイント管を用意することなく、1種類のジ
ョイント管を用いるだけで、これの径と接合孔の径が少
々異なっていても、ジョイント管を介して埋設管を接合
孔に高いシール性で確実かつ強固に取り付けることがで
きて、施工コストを低廉にでき、しかも外部から大きな
荷重を受けても外れたりすることがなく、ジョイント管
を介して埋設管をハンドホールなどに確実かつ強固に接
合できる接合装置と接合構造を提供することにある。
Accordingly, an object of the present invention is to replace a buried pipe in a joint hole such as an existing handhole by using only one kind of joint pipe without preparing a plurality of kinds of joint pipes. Even if the diameter of the joint hole is slightly different from the diameter of the joint hole, the buried pipe can be securely and firmly attached to the joint hole with high sealability through the joint pipe, and the construction cost can be reduced. An object of the present invention is to provide a joining device and a joining structure that can securely and firmly join a buried pipe to a handhole or the like via a joint pipe without being detached even when receiving a load.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、請求項1記載の第1発明にかかる接合装置は、ハン
ドホールなどの接続部の接合孔に挿嵌され、埋設管を接
合する弾性材料からなるジョイント管と、これの内面側
に設けられ、ジョイント管を内面側から押圧しながら拡
径させて、その外面を接合孔に圧接して固定する拡張バ
ンドとを備えている。
According to a first aspect of the present invention, there is provided a joining apparatus according to the first aspect of the present invention, which is inserted into a joining hole of a connecting portion such as a handhole and elastically joins a buried pipe. A joint pipe made of a material, and an expansion band provided on the inner surface of the joint pipe for expanding the diameter of the joint pipe while pressing the joint pipe from the inner face, and pressing and fixing the outer face of the joint pipe to the joint hole are provided.

【0006】以上の接合装置によりジョイント管を接続
部の接合孔に接続するときには、先ず、接合孔にジョイ
ント管を挿通し、その内部に挿嵌した拡張バンドを拡径
させる。すると、この拡張バンドにより弾性材料で形成
されたジョイント管が内面から外面に向かって拡径さ
れ、これの外面側が接合孔に押圧されて密接状に圧接す
る。このようにすれば、ジョイント管が接合孔に高いシ
ール性で強固に固定される。また、ジョイント管は弾性
を有しているので、これの径が接合孔の径よりも少々小
さくても、1種類のジョイント管を用い、これの内面側
から拡張バンドでジョイント管を弾性変形させながら拡
径することにより、このジョイント管を接合孔に確実か
つ強固に固定させられる。つまり、従来のように接合孔
の大きさに対応した複数種類のジョイント管を予め用意
することなく、1種類のジョイント管を用いるだけで、
これを径の異なる接合孔に確実かつ強固に固定させられ
る。このため、施工コストが低廉となる。そして、この
ように接合孔に固定されたジョイント管には、埋設管が
接合される。このとき、ジョイント管は弾性つまり可撓
性を備えているので、これに埋設管を傾斜状に接合する
場合にも対応可能となり、しかも地震などにより外部か
ら大きな荷重を受けた場合でも、ジョイント管が伸縮し
たり湾曲したりすることにより、このジョイント管の接
合孔への確実な接合が補償される。
When the joint pipe is connected to the joint hole of the connecting portion by the above-described joining device, first, the joint pipe is inserted into the joint hole, and the diameter of the expansion band inserted therein is expanded. Then, the joint pipe made of the elastic material is expanded in diameter from the inner surface toward the outer surface by the expansion band, and the outer surface side thereof is pressed against the joining hole and closely pressed. By doing so, the joint pipe is firmly fixed to the joint hole with high sealing properties. In addition, since the joint pipe has elasticity, even if the diameter of the joint pipe is slightly smaller than the diameter of the joint hole, one kind of joint pipe is used, and the joint pipe is elastically deformed with an expansion band from the inner surface side. By expanding the diameter of the joint pipe, the joint pipe can be securely and firmly fixed to the joint hole. In other words, instead of preparing a plurality of types of joint pipes corresponding to the size of the joint hole as in the related art, using only one type of joint pipe,
This can be securely and firmly fixed to the joining holes having different diameters. For this reason, the construction cost is reduced. The buried pipe is joined to the joint pipe fixed to the joint hole in this manner. At this time, since the joint pipe has elasticity, that is, flexibility, it is possible to cope with the case where the buried pipe is joined to the inclined pipe in an inclined manner. Due to the expansion and contraction or bending of the joint, reliable joining of the joint pipe to the joining hole is compensated.

【0007】請求項2記載の第2発明にかかる接合装置
は、接続部の接合孔に挿嵌され、埋設管を接合する弾性
材料からなるジョイント管と、これの内面側に設けら
れ、ジョイント管を内面側から押圧しながら拡径させ
て、その外面を接合孔に圧接して固定する拡張バンド
と、前記接合孔の外方に位置するジョイント管の外周面
に設けられ、このジョイント管と、その内部に挿通され
る埋設管とを締め付けて固定する締付バンドとを備えて
いる。
According to a second aspect of the present invention, there is provided a joining apparatus comprising: a joint pipe which is inserted into a joint hole of a connecting portion and is made of an elastic material for joining a buried pipe; An expansion band that presses against the inner surface to expand the diameter, and presses and fixes the outer surface to the joint hole, and is provided on the outer peripheral surface of the joint tube located outside the joint hole, and this joint tube, And a tightening band for tightening and fixing the buried pipe inserted therein.

【0008】以上の第2発明の接合装置によりジョイン
ト管を接続部の接合孔に接続するときには、第1発明の
場合と同様にして、拡張バンドによりジョイント管を接
合孔に固定する。この後、接合孔の外方に位置するジョ
イント管と、これの内部に挿通される埋設管とを締付バ
ンドにより締め付ける。このようにすれば、接合孔にジ
ョイント管が高いシール性で確実かつ強固に固定され、
同時にジョイント管に埋設管が高いシール性で確実かつ
強固に固定される。このため、たとえ地震などにより外
部から大きな荷重を受けても、ジョイント管や埋設管が
簡単に外れたりすることはない。
When the joint pipe is connected to the joint hole of the connecting portion by the above-described joining apparatus of the second invention, the joint pipe is fixed to the joint hole by the extension band in the same manner as in the first invention. Thereafter, the joint pipe located outside the joint hole and the buried pipe inserted into the joint pipe are tightened by the tightening band. In this way, the joint pipe is securely and firmly fixed to the joint hole with high sealing properties,
At the same time, the buried pipe is securely and firmly fixed to the joint pipe with high sealing properties. For this reason, even if a large load is applied from the outside due to an earthquake or the like, the joint pipe or the buried pipe does not easily come off.

【0009】以上の第1,第2発明に用いる拡張バンド
は、長さ方向両端面にカム面が形成された帯状の板部材
と、これの両端部が挿入される保持枠と、この保持枠に
回転可能に取り付けられた前記カム面に当接するカム体
とを備え、このカム体の回転によりカム面を押圧しなが
ら板部材を拡径させるようにしている。この拡張バンド
によれば、カム体を回転させる簡単な操作でもって、ジ
ョイント管を接合孔に確実かつ強固に固定させられる。
このため、施工現場でジョイント管の付け替え作業を行
うようなときに便利となり、工期の短縮化も可能とな
る。しかも、前記カム体の回転角度を変えることによ
り、板部材の拡張径が調整されるので、1種類の拡張バ
ンドで径の異なる複数のジョイント管を前記各種大きさ
の接合孔に固定することが可能となり、つまり拡張バン
ドは汎用性に富むものとなって、施工コストの低廉化に
寄与する。
The extension band used in the first and second inventions is a band-shaped plate member having cam surfaces formed at both longitudinal end surfaces, a holding frame into which both ends are inserted, and a holding frame. And a cam member rotatably attached to the cam surface and abutting on the cam surface, and the plate member is expanded while pressing the cam surface by the rotation of the cam member. According to this extension band, the joint pipe can be securely and firmly fixed to the joint hole by a simple operation of rotating the cam body.
For this reason, it becomes convenient when performing the replacement work of the joint pipe at the construction site, and the construction period can be shortened. Moreover, since the expansion diameter of the plate member is adjusted by changing the rotation angle of the cam body, it is possible to fix a plurality of joint pipes having different diameters to the joint holes of various sizes with one type of expansion band. In other words, the extension band becomes versatile and contributes to a reduction in construction cost.

【0010】また、前記カム体には、このカム体を回転
操作可能とする操作部を設けることが好ましい。このよ
うにすれば、操作部を工具などで操作することによりカ
ム体の回転が簡単に行える。よって、施工現場などにお
いてもカム体の回転による拡張バンドの拡径操作が簡単
に行える。
It is preferable that the cam body is provided with an operation section that enables the cam body to be rotated. With this configuration, the rotation of the cam body can be easily performed by operating the operation unit with a tool or the like. Therefore, even at a construction site or the like, the operation of expanding the expansion band by rotating the cam body can be easily performed.

【0011】請求項5記載の第3発明にかかる接合構造
は、請求項1〜4の何れかに記載した接合装置を用い、
その拡張バンドによりジョイント管を接続部の接合孔に
固定し、ジョイント管における接合孔への挿嵌部分と、
このジョイント管に挿通された埋設管の間にシール材を
介装させ、また前記接合孔の外方に位置するジョイント
管と埋設管の間に止水パッキングを介装させて、この部
分の外周面を締付バンドにより締め付けている。
A bonding structure according to a third aspect of the present invention uses the bonding apparatus according to any one of the first to fourth aspects,
The joint pipe is fixed to the joint hole of the connection part by the extension band, and a fitting portion into the joint hole of the joint pipe,
A sealing material is interposed between the buried pipes inserted into the joint pipe, and a water-stop packing is interposed between the joint pipe and the buried pipe located outside the joint hole, so that the outer periphery of this portion is The surface is tightened with a tightening band.

【0012】以上の接合構造によれば、拡張バンドによ
り接合孔に固定されたジョイント管の接合孔への挿嵌部
分と、このジョイント管に挿通された埋設管の間にシー
ル材が介装され、また接合孔の外方に位置するジョイン
ト管と埋設管の間に止水パッキングが介装され、しかも
止水パッキング部分の外周面が締付バンドにより締め付
けられているので、これらシール材と止水パッキングに
より高いシール効果が得られる。
According to the above-described joint structure, the sealing material is interposed between the fitting portion of the joint tube fixed to the joint hole by the extension band and the buried tube inserted into the joint tube. Watertight packing is interposed between the joint pipe located outside the joint hole and the buried pipe, and the outer peripheral surface of the watertight packing is fastened by a tightening band. High sealing effect can be obtained by water packing.

【0013】前記埋設管としては外周に突起のあるもの
を用い、この突起により前記シール材及び止水パッキン
グを保持することが好ましい。このようにすれば、突起
によりシール材及び止水パッキングが埋設管の外周部に
確実に保持されるので、これらシール材と止水パッキン
グによるシール効果が確実に発揮される。
It is preferable that the buried pipe has a projection on the outer periphery, and the projection holds the sealing material and the waterproof packing. With this configuration, the sealing material and the water-stop packing are securely held on the outer peripheral portion of the buried pipe by the projections, so that the sealing effect by the seal material and the water-stop packing is reliably exhibited.

【0014】また、前記ジョイント管における接合孔へ
の挿嵌部分の外周面と、前記接合孔の外方に位置するジ
ョイント管の内周面には、周方向に延びるリブを設け
て、これらリブによりジョイント管と接合孔及びジョイ
ント管と埋設管の間のシール性と接合強度を高めること
が好ましい。このようにすれば、前記拡張バンドにより
ジョイント管を拡径させて接合孔に固定するとき、この
ジョイント管における接合孔への挿嵌部分の外周面に設
けたリブが、座屈変形しながら接合孔に密接状に圧接す
る。また、前記接合孔の外方に位置するジョイント管の
外周面を締付バンドにより締め付けて埋設管を固定する
とき、ジョイント管の内周面に形成したリブが座屈変形
しながら埋設管又はその外周に設けた止水パッキングに
密接状に圧接する。このため、ジョイント管と接合孔及
びジョイント管と埋設管の間のシール性と接合強度が一
層高められる。
Further, ribs extending in the circumferential direction are provided on an outer peripheral surface of a portion of the joint pipe to be inserted into the joint hole and an inner peripheral surface of the joint pipe located outside the joint hole. Therefore, it is preferable to enhance the sealing property and the joining strength between the joint pipe and the joint hole and between the joint pipe and the buried pipe. With this configuration, when the joint pipe is expanded in diameter by the expansion band and fixed to the joint hole, the rib provided on the outer peripheral surface of the joint portion of the joint pipe inserted into the joint hole is joined while buckling and deforming. Press tightly against the hole. Further, when fixing the buried pipe by tightening the outer peripheral surface of the joint pipe located outside the joint hole with a tightening band, the rib formed on the inner peripheral surface of the joint pipe buckles and deforms the buried pipe or the buried pipe. Press tightly against the waterproof packing provided on the outer periphery. For this reason, the sealing property and joint strength between the joint pipe and the joint hole and between the joint pipe and the buried pipe are further enhanced.

【0015】[0015]

【発明の実施の形態】以下、本発明の一実施形態を図面
に基づいて説明する。図1は、ハンドホールへの埋設管
の施工例を示している。同図では、2つのハンドホール
Hに設けられた接合孔Aに、それぞれ本発明の接合装置
1を取り付けて、これを介して埋設管10をハンドホー
ルHの間に接続させている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows an example of construction of a buried pipe in a handhole. In the figure, the joining device 1 of the present invention is attached to each of the joining holes A provided in the two hand holes H, and the buried pipe 10 is connected between the hand holes H via these.

【0016】前記接合装置1は、図2に示すように、ゴ
ムや合成樹脂などの弾性材料、例えばEPDM(エチレ
ンプロピレンジエンゴム)で形成されたジョイント管2
を備えており、このジョイント管2は、前記ハンドホー
ルHの接合孔Aに挿嵌される径大部21と、これの端部
から湾曲しながら径方向内方に向かって延びる連結部2
2と、この連結部22に連結されて前記接合孔Aの外方
側に位置される径小部23とを連続状に一体に設けて形
成している。このように径大部21と径小部23の間に
連結部22を設けることにより、径大部21と径小部2
3との間の屈曲性が高められるので、前記ジョイント管
2に埋設管10を傾斜状に接続するときに対応可能とな
って便利となる。
As shown in FIG. 2, the joining apparatus 1 includes a joint pipe 2 made of an elastic material such as rubber or synthetic resin, for example, EPDM (ethylene propylene diene rubber).
The joint pipe 2 has a large-diameter portion 21 inserted into the joint hole A of the hand hole H, and a connecting portion 2 extending radially inward while bending from an end of the large-diameter portion 21.
2 and a small-diameter portion 23 connected to the connecting portion 22 and located on the outer side of the joint hole A are formed integrally and continuously. By providing the connecting portion 22 between the large-diameter portion 21 and the small-diameter portion 23 in this manner, the large-diameter portion 21 and the small-diameter portion 2 are provided.
Since the flexibility between the buried pipe 3 and the buried pipe 10 can be increased, the connection between the buried pipe 10 and the joint pipe 2 can be made convenient.

【0017】前記径大部21の外周で連結部22側に
は、径大部21を接合孔Aに挿嵌するときに、当りとな
る凸部24が周方向に設けられている。また、前記径大
部21の外周面と径小部23の内周面には、これら径大
部21と接合孔A及び径小部23と埋設管10の間のシ
ール性や接合強度を高めるために、それぞれ多数のリブ
25,26を周方向に連続状に形成している。さらに、
前記径大部21の内周面には、後述する拡張バンドが取
り外れたりするのを防止するために、所定間隔を置いて
内方に向かって突出する2つの凸部27を設けている。
また、前記径小部23の外周面で連結部22の反対側端
部には、後述する締付バンドが取り外れたりするのを防
止するために、外方に向かって突出する凸部28を周方
向に設けている。
On the outer periphery of the large-diameter portion 21 and on the connecting portion 22 side, a convex portion 24 is provided in the circumferential direction to be a hit when the large-diameter portion 21 is inserted into the joint hole A. In addition, on the outer peripheral surface of the large-diameter portion 21 and the inner peripheral surface of the small-diameter portion 23, the sealing performance and the joint strength between the large-diameter portion 21 and the joint hole A and between the small-diameter portion 23 and the buried pipe 10 are improved. For this purpose, a large number of ribs 25 and 26 are formed continuously in the circumferential direction. further,
The inner peripheral surface of the large-diameter portion 21 is provided with two convex portions 27 projecting inward at predetermined intervals to prevent an extension band described later from being detached.
In addition, a convex portion 28 protruding outward is provided on an outer peripheral surface of the small-diameter portion 23 at an end opposite to the connecting portion 22 in order to prevent a fastening band described later from being detached. It is provided in the circumferential direction.

【0018】また、前記ジョイント管2には、その径大
部21の内面側に設けられて、この径大部21を内面側
から押圧しながら拡径させて、その外面を接合孔Aに圧
接して固定する拡張バンド3を備えている。
The joint pipe 2 is provided on the inner surface side of the large-diameter portion 21 to expand the diameter while pressing the large-diameter portion 21 from the inner surface side. And an extension band 3 for fixing.

【0019】この拡張バンド3は、図3〜図5に示すよ
うに、長さ方向両端面にそれぞれ円弧形状のカム面3
0,30が形成されたステンレスなどからなる帯状の板
部材31と、これの両端部を挿入させる矩形状の金属製
の保持枠32と、この保持枠32に回転可能に取り付け
られて前記各カム面30に当接する長楕円形状のカム体
33とを備え、このカム体33の回転により各カム面3
0を押圧しながら板部材31を拡径させるようにしてい
る。
As shown in FIGS. 3 to 5, the extended band 3 has a cam surface 3 having an arc shape on each end face in the longitudinal direction.
A band-shaped plate member 31 made of stainless steel or the like on which 0 and 30 are formed, a rectangular metal holding frame 32 into which both ends of the plate member 31 are inserted, and each of the cams rotatably attached to the holding frame 32. And a cam body 33 having an elliptical shape in contact with the surface 30.
The plate member 31 is expanded in diameter while pressing 0.

【0020】前記保持枠32は、基板32aと、これの
両側を折り曲げて基板32aとの間に所定間隔を置いて
対向状に設けられる2つの側板32b,32bとにより
側面視概略C形状に形成する。そして、これら基板32
aと各側板32bの間に前記板部材31の両端部を挿入
させ、この板部材31の全体を円形ループ状として前記
径大部21内に挿嵌位置させる。また、前記基板32a
には軸杆34を介してカム体33を回転可能に取り付
け、このカム体33の外面側で中心位置に操作部として
レンチなどの工具35で回転操作可能な操作孔36を形
成する。
The holding frame 32 is formed into a substantially C-shape in a side view by a substrate 32a and two side plates 32b, 32b which are provided on both sides of the substrate 32a and which are bent at predetermined intervals so as to be opposed to each other. I do. And these substrates 32
Then, both ends of the plate member 31 are inserted between a and each side plate 32b, and the entire plate member 31 is inserted into the large-diameter portion 21 in a circular loop shape. Further, the substrate 32a
The cam 33 is rotatably mounted via a shaft 34, and an operation hole 36 is formed on the outer surface side of the cam 33 at a center position, which is rotatable by a tool 35 such as a wrench as an operation unit.

【0021】さらに、前記各カム面30には、カム体3
3の長楕円形状の凸部分が係止する円弧形状の係止溝3
0aを形成し、カム体33を回転させて板部材31を拡
径させたとき、前記係合溝30aにカム体33の凸部分
を係止させることにより、このカム体33の勝手な回転
を阻止して板部材31の拡径状態を確実に保持できるよ
うにしている。前記各カム面30には、係止溝30aの
複数個を形成してもよい。このようにすれば、前記ハン
ドホールHの接合孔Aやジョイント管2の大きさなどに
応じて、カム体33の回転角度を変えながら拡張バンド
3の拡張径を調整するとき、カム体33の凸部分を前記
係止溝30aの何れか1つに係止させることにより、拡
張バンド3の拡張径を調整したときのカム体33の勝手
な回転を阻止して、板部材31を所定の拡径状態に保持
できる。これにより、1つの拡張バンド3を用いるだけ
で、ハンドホールHの接合孔Aやジョイント管2の大き
さが少々異なっていても、ジョイント管2を接合孔Aに
確実に固定することができる。このため、前記拡張バン
ド3が汎用性に富むものとなって、施工コストの低廉化
に寄与する。
Further, each of the cam surfaces 30 has a cam body 3
Arc-shaped locking groove 3 in which the long elliptical convex portion 3 is locked
When the cam member 33 is rotated to expand the plate member 31 and the convex portion of the cam member 33 is locked in the engagement groove 30a, the rotation of the cam member 33 is prevented. This prevents the plate member 31 from being reliably kept in the expanded state. Each of the cam surfaces 30 may be formed with a plurality of locking grooves 30a. In this way, when adjusting the expansion diameter of the expansion band 3 while changing the rotation angle of the cam body 33 according to the size of the joint hole A of the hand hole H or the size of the joint pipe 2, etc. By locking the convex portion to any one of the locking grooves 30a, the rotation of the cam body 33 when the expansion diameter of the expansion band 3 is adjusted is prevented, and the plate member 31 is expanded by a predetermined amount. It can be kept in the diameter state. Thus, the joint pipe 2 can be reliably fixed to the joint hole A even if the size of the joint hole A of the hand hole H and the joint pipe 2 are slightly different by using only one extension band 3. For this reason, the extension band 3 becomes versatile and contributes to a reduction in construction cost.

【0022】次に、以上の接合装置1を用いたハンドホ
ールHへの埋設管10の接合構造について説明する。ジ
ョイント管2をハンドホールHの接合孔Aに接続すると
きには、図6に示すように、ハンドホールHの外方側か
ら接合孔Aにジョイント管2の径大部21を挿通させ
る。このとき、径大部21の外周で連結部22側には凸
部24が設けられ、この凸部24が接合孔Aに対する当
りとなるので、接合孔Aの所定深さに径大部21を簡単
に挿通できる。この後、径大部21の内周面で各凸部2
7の間に挿嵌された拡張バンド3のカム体33を、その
操作孔36に工具35を差し込んで図3の状態から回転
させる。
Next, the joining structure of the buried pipe 10 to the handhole H using the joining apparatus 1 will be described. When connecting the joint pipe 2 to the joint hole A of the hand hole H, the large-diameter portion 21 of the joint pipe 2 is inserted into the joint hole A from the outside of the hand hole H as shown in FIG. At this time, a convex portion 24 is provided on the outer periphery of the large-diameter portion 21 on the connecting portion 22 side, and the convex portion 24 comes into contact with the bonding hole A. Easy insertion. Thereafter, each convex portion 2 is formed on the inner peripheral surface of the large-diameter portion 21.
The cam 33 of the extension band 3 inserted between the members 7 is rotated from the state shown in FIG.

【0023】すると、図4に示すように、カム体33の
長楕円形状の凸部分により、板部材31の両端面に形成
した各カム面30が押圧されながら拡径し、最終的には
カム体33の凸部分が各カム面30に形成した係止溝3
0aに係止されて、所定の拡径状態に保持される。この
とき、ジョイント管2は弾性材料で形成されているの
で、拡張バンド3によりジョイント管2の径大部21が
内面から外面に向かって拡径され、これの外面側が接合
孔Aに密接状に押圧されることにより、ジョイント管2
が接合孔Aに高いシール性で確実かつ強固に固定され
る。このとき、前記径大部21の外周面には、多数のリ
ブ25が形成されているので、拡張バンド3によりジョ
イント管2を拡径させて接合孔Aに固定するとき、前記
リブ25が座屈変形しながら接合孔Aに密接状に圧接す
る。このため、ジョイント管2と接合孔Aの間のシール
性と接合強度が一層高められる。
Then, as shown in FIG. 4, each of the cam surfaces 30 formed on both end surfaces of the plate member 31 is expanded in diameter while being pressed by the long elliptical convex portions of the cam body 33, and finally the cam members 33 are formed. Engagement groove 3 in which convex portion of body 33 is formed on each cam surface 30
0a, and is maintained in a predetermined expanded state. At this time, since the joint pipe 2 is formed of an elastic material, the diameter of the large-diameter portion 21 of the joint pipe 2 is increased from the inner surface to the outer surface by the extension band 3, and the outer surface of the large-diameter portion 21 is in close contact with the joint hole A. By being pressed, the joint pipe 2
Is securely and firmly fixed to the joining hole A with high sealing properties. At this time, since a large number of ribs 25 are formed on the outer peripheral surface of the large-diameter portion 21, when the joint pipe 2 is expanded by the extension band 3 and fixed to the joint hole A, the ribs 25 are seated. It is pressed against the joint hole A closely while bending and deforming. For this reason, the sealing property and the joint strength between the joint pipe 2 and the joint hole A are further enhanced.

【0024】また、ジョイント管2は弾性を有し、しか
も拡張バンド3は、その拡張径の調整が行えるので、1
つの拡張バンド3で径の異なる複数種類のジョイント管
2を各種大きさの接合孔Aに固定することができる。つ
まり、ジョイント管2の径が接合孔Aの径よりも少々小
さい場合でも、1つのジョイント管2と1つの拡張バン
ド3を用い、これの拡張径を調整して、この調整された
拡張バンド3の拡径に伴いジョイント管2の径大部21
の一部を弾性変形させることにより、このジョイント管
2を接合孔Aに確実に固定させられる。このため、従来
のように接合孔の大きさに対応した複数種類のジョイン
ト管を予め用意する必要がなくなって、施工コストが低
廉となる。また、ジョイント管2は弾性つまり可撓性を
有しているので、これに埋設管10を傾斜状に接合する
場合にも対応可能となり、しかも地震などにより外部か
ら大きな荷重を受けた場合でも、ジョイント管2が伸縮
したり湾曲したりすることにより、このジョイント管2
の接合孔Aへの確実な接合が補償される。
The joint pipe 2 has elasticity, and the expansion band 3 can adjust the expansion diameter.
A plurality of types of joint pipes 2 having different diameters can be fixed to the joint holes A of various sizes by one expansion band 3. That is, even when the diameter of the joint pipe 2 is slightly smaller than the diameter of the joint hole A, one joint pipe 2 and one extension band 3 are used, and the extension diameter thereof is adjusted. Large diameter portion 21 of the joint pipe 2 with the diameter expansion
The joint pipe 2 can be securely fixed to the joint hole A by elastically deforming a part of the joint pipe 2. For this reason, there is no need to prepare a plurality of types of joint pipes corresponding to the sizes of the joint holes as in the related art, and the construction cost is reduced. In addition, since the joint pipe 2 has elasticity, that is, flexibility, it is possible to cope with the case where the buried pipe 10 is joined to the joint pipe 2 in an inclined manner, and even when a large load is externally applied due to an earthquake or the like. When the joint pipe 2 expands and contracts or curves, the joint pipe 2
Is securely bonded to the bonding hole A.

【0025】以上のようにジョイント管2を接合孔Aに
固定した後、このジョイント管2の内部に埋設管として
例えば外周に突起11のあるリブ付き管10を挿通させ
る。そして、ジョイント管2の径大部21とリブ付き管
10の間に、例えばPE(ポリエチレン)スポンジなど
のシール材4を介装させ、また前記ジョイント管2の径
小部23と埋設管10の間には、例えばEPDM(エチ
レンプロピレンジエンゴム)などの止水パッキング5を
介装させて、径小部23の外周面で連結部22と凸部2
8の間に設けた複数の締付バンド6を締め付ける。この
ようにすれば、前記シール材4と止水パッキング5によ
り高いシール効果が得られる。しかも、前記径小部23
の内周面には、多数のリブ26が形成されているので、
締付バンド6により径小部23を締め付けるとき、前記
リブ26が座屈変形しながら埋設管10の外周面やこれ
の外面側に設ける止水パッキング5に密接状に圧接す
る。このため、ジョイント管2の径小部23と埋設管1
0の間のシール性と接合強度が一層高められる。
After the joint pipe 2 is fixed to the joint hole A as described above, a ribbed pipe 10 having a projection 11 on the outer periphery, for example, is inserted into the joint pipe 2 as a buried pipe. Then, a sealing material 4 such as a PE (polyethylene) sponge is interposed between the large-diameter portion 21 of the joint pipe 2 and the ribbed pipe 10, and the small-diameter portion 23 of the joint pipe 2 and the buried pipe 10 A waterproof packing 5 such as EPDM (ethylene propylene diene rubber) is interposed between the connecting portion 22 and the convex portion 2 on the outer peripheral surface of the small-diameter portion 23.
The plurality of tightening bands 6 provided between the tightening bands 8 are tightened. In this case, a high sealing effect can be obtained by the sealing material 4 and the water-stop packing 5. Moreover, the small diameter portion 23
Since many ribs 26 are formed on the inner peripheral surface of
When the small-diameter portion 23 is tightened by the tightening band 6, the rib 26 comes into close contact with the outer peripheral surface of the buried pipe 10 and the water-stop packing 5 provided on the outer surface side thereof while buckling and deforming. For this reason, the small-diameter portion 23 of the joint pipe 2 and the buried pipe 1
The sealing property and bonding strength between 0 are further enhanced.

【0026】図7の実施形態では、埋設管としてスパイ
ラル管10を用い、その他の構造は図6の場合と同様と
している。このように、埋設管としてリブ付き管やスパ
イラル管を用いる場合は、これら管の外周に設けられる
突起11により前記シール材4及び止水パッキング5が
埋設管10の外周部に確実に保持されるので、これらシ
ール材4と止水パッキング5によるシール効果が確実に
発揮される。しかも、以上のようにすれば、管自体が良
好な可撓性を発揮するので、前記ジョイント管2を弾性
材料で形成したここと相俟って、埋設管10を傾斜状態
で接合するときに好都合となるばかりか、外部から大き
な荷重を受けたときにジョイント管2と埋設管10が弾
性変形することにより、これらの接合を確実に行える。
In the embodiment of FIG. 7, a spiral pipe 10 is used as a buried pipe, and the other structure is the same as that of FIG. As described above, in the case where a pipe with a rib or a spiral pipe is used as the buried pipe, the sealing material 4 and the water-stop packing 5 are securely held on the outer circumference of the buried pipe 10 by the projections 11 provided on the outer circumference of the pipe. Therefore, the sealing effect of the sealing material 4 and the water-stop packing 5 is reliably exerted. Moreover, according to the above, since the pipe itself exhibits good flexibility, the joint pipe 2 is formed of an elastic material, and thus, when the buried pipe 10 is joined in an inclined state. Not only is it convenient, but also when the joint pipe 2 and the buried pipe 10 are elastically deformed when a large load is applied from the outside, they can be reliably joined.

【0027】以上の実施形態ではハンドホールHについ
て説明したが、本発明の接合装置と接合構造は、これ以
外にもマンホールやその他の接続部に埋設管10を接合
するときにも適用できる。
In the above embodiment, the handhole H has been described. However, the joining apparatus and the joining structure of the present invention can be applied to joining the buried pipe 10 to a manhole or other connecting portions.

【0028】[0028]

【発明の効果】以上のように、本発明によれば、既設の
ハンドホールなどの接合孔に埋設管を付け替えるような
とき、複数種類のジョイント管を用意することなく、1
種類のジョイント管を用いるだけで、これの径と接合孔
の径が少々異なっていても、ジョイント管を介して埋設
管を接合孔に高いシール性で確実かつ強固に取り付ける
ことができて、施工コストを低廉にでき、しかも外部か
ら大きな荷重を受けても外れたりすることがなく、ジョ
イント管を介して埋設管をハンドホールなどに確実かつ
強固に接合することができる。
As described above, according to the present invention, when replacing a buried pipe in a joint hole such as an existing handhole, one type of joint pipe can be prepared without preparing a plurality of types of joint pipes.
Even if the diameter of this joint and the diameter of the joint hole are slightly different by simply using a type of joint pipe, the buried pipe can be securely and firmly attached to the joint hole with high sealing properties through the joint pipe, The cost can be reduced, and the buried pipe can be securely and firmly joined to the handhole or the like via the joint pipe without coming off even if a large load is applied from the outside.

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

【図1】ハンドホールへの埋設管の施工例を示す断面図
である。
FIG. 1 is a cross-sectional view showing an example of construction of a buried pipe in a handhole.

【図2】本発明にかかる接合装置の一部切欠いた側面図
である。
FIG. 2 is a partially cutaway side view of the joining device according to the present invention.

【図3】拡張バンドの一部切欠いた正面図である。FIG. 3 is a partially cutaway front view of the extension band.

【図4】同拡張バンドの作動状態を示す一部切欠いた正
面図である。
FIG. 4 is a partially cutaway front view showing an operation state of the extension band.

【図5】図3のX−X線方向から見た拡張バンドの断面
図である。
FIG. 5 is a cross-sectional view of the extension band as seen from a direction XX in FIG. 3;

【図6】本発明にかかる接合構造の一実施形態を示す断
面図である。
FIG. 6 is a cross-sectional view showing one embodiment of a bonding structure according to the present invention.

【図7】同接合構造の他の実施形態を示す断面図であ
る。
FIG. 7 is a sectional view showing another embodiment of the joint structure.

【符号の説明】[Explanation of symbols]

2 ジョイント管 25,26 リブ 3 拡張バンド 30 カム面 31 板部材 32 保持枠 33 カム体 36 操作部(操作孔) 4 シール材 5 止水パッキング 6 締付バンド 10 埋設管 11 突起 H 接続部(ハンドホール) A 接合孔 2 Joint pipe 25, 26 Rib 3 Expansion band 30 Cam surface 31 Plate member 32 Holding frame 33 Cam body 36 Operation part (operation hole) 4 Seal material 5 Waterproof packing 6 Tightening band 10 Buried pipe 11 Projection H Connection part (hand Hall) A Joint hole

───────────────────────────────────────────────────── フロントページの続き (72)発明者 山田 正則 兵庫県加東郡滝野町高岡528番地の1 東 播商事株式会社内 (72)発明者 濱渦 義治 高知県高知市南久保132 弘進商事株式会 社内 (72)発明者 伊藤 佐津季 兵庫県神戸市須磨区車字菅の池1351−3− 108 Fターム(参考) 2D047 BA27 3H013 AA03 5G369 AA05 AA19 BA04 BA06 DC04 DC09 DC20 DD02  ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Masanori Yamada 528-1, Takaoka, Takino-cho, Kato-gun, Hyogo Prefecture Inside Higashi Hari Trading Co., Ltd. (72) Inventor Yoshiharu Hamazuki 132 Minamikubo, Kochi City, Kochi Prefecture Hirojin Trading Co., Ltd. In-house (72) Inventor Satsuki Ito 1353-1-108 Fuku term (reference) 2D047 BA27 3H013 AA03 5G369 AA05 AA19 BA04 BA06 DC04 DC09 DC20 DD02

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 ハンドホールやマンホールなどの接続部
に埋設管を接合する接合装置であって、接続部の接合孔
に挿嵌され、埋設管を接合する弾性材料からなるジョイ
ント管と、これの内面側に設けられ、ジョイント管を内
面側から押圧しながら拡径させて、その外面を接合孔に
圧接して固定する拡張バンドとを備えている接続部への
埋設管の接合装置。
1. A joining apparatus for joining a buried pipe to a connection part such as a handhole or a manhole, comprising: a joint pipe made of an elastic material which is inserted into a connection hole of the connection part and joins the buried pipe; An apparatus for joining a buried pipe to a connecting portion, comprising: an extension band provided on an inner face side, the joint pipe being expanded while pressing the joint pipe from the inner face side, and pressing the outer face against a joining hole to be fixed.
【請求項2】 ハンドホールやマンホールなどの接続部
に埋設管を接合する接合装置であって、接続部の接合孔
に挿嵌され、埋設管を接合する弾性材料からなるジョイ
ント管と、これの内面側に設けられ、ジョイント管を内
面側から押圧しながら拡径させて、その外面を接合孔に
圧接して固定する拡張バンドと、接合孔の外方に位置す
るジョイント管の外周面に設けられ、このジョイント管
と、その内部に挿通される埋設管とを締め付けて固定す
る締付バンドとを備えている接続部への埋設管の接合装
置。
2. A joint device for joining a buried pipe to a connection part such as a handhole or a manhole, wherein the joint pipe is inserted into a joint hole of the connection part and is made of an elastic material for joining the buried pipe. An expansion band that is provided on the inner surface, expands the diameter of the joint pipe while pressing it from the inner surface, and presses and fixes the outer surface of the joint pipe to the joint hole, and is provided on the outer peripheral surface of the joint pipe located outside the joint hole A joining device for connecting a buried pipe to a connecting portion comprising a joint band for tightening and fixing the joint pipe and a buried pipe inserted therein.
【請求項3】 請求項1又は2において、前記拡張バン
ドは、長さ方向両端面にカム面が形成された帯状の板部
材と、これの両端部が挿入される保持枠と、この保持枠
に回転可能に取り付けられた前記カム面に当接するカム
体とを備え、このカム体の回転によりカム面を押圧しな
がら板部材を拡径させるようにしている接続部への埋設
管の接合装置。
3. The expansion band according to claim 1, wherein the extension band is a band-shaped plate member having cam surfaces formed on both end surfaces in a length direction, a holding frame into which both ends are inserted, and the holding frame. A cam member rotatably attached to the cam surface, the cam member abutting against the cam surface, and the buried pipe is joined to a connection portion that expands the plate member while pressing the cam surface by rotation of the cam body. .
【請求項4】 請求項3において、前記カム体に、この
カム体を回転操作可能な操作部が設けられている接続部
への埋設管の接合装置。
4. The apparatus according to claim 3, wherein the cam body is provided with an operating part capable of rotating the cam body.
【請求項5】 請求項1〜4の何れかに記載した接合装
置を用い、その拡張バンドによりジョイント管を接続部
の接合孔に固定し、ジョイント管における接合孔への挿
嵌部分と、このジョイント管に挿通された埋設管との間
にシール材を介装させ、また接合孔の外方に位置するジ
ョイント管と埋設管との間に止水パッキングを介装させ
て、この部分の外周面を締付バンドにより締め付けてい
る接続部への埋設管の接合構造。
5. A joint device according to claim 1, wherein the joint tube is fixed to a joint hole of a connecting portion by an extension band, and a joint portion of the joint tube is inserted into the joint hole. A sealing material is interposed between the buried pipe inserted into the joint pipe, and a water-stop packing is interposed between the joint pipe and the buried pipe located outside the joint hole. Connection structure of a buried pipe to a connection part whose surface is fastened by a fastening band.
【請求項6】 請求項5において、埋設管として外周に
突起のあるものを用い、この突起により前記シール材及
び止水パッキングを保持している接続部への埋設管の接
合構造。
6. A joint structure of a buried pipe according to claim 5, wherein the buried pipe has a projection on an outer periphery thereof, and the projection uses the projection to connect to the connecting portion holding the sealing material and the water-stop packing.
【請求項7】 請求項5または6において、前記ジョイ
ント管における接合孔への挿嵌部分の外周面と、前記接
合孔の外方に位置するジョイント管の内周面に、周方向
に延びるリブを設けて、これらリブによりジョイント管
と接合孔及びジョイント管と埋設管の間のシール性と接
合強度を高めている接続部への埋設管の接合構造。
7. The rib extending in the circumferential direction according to claim 5, wherein an outer peripheral surface of a portion of the joint pipe to be inserted into a joint hole and an inner peripheral surface of the joint pipe located outside the joint hole are provided. The joint structure of the buried pipe to the connection part, which enhances the sealing performance and the joint strength between the joint pipe and the joint hole and the joint pipe and the buried pipe by these ribs.
JP35420599A 1999-12-14 1999-12-14 Device for joining buried pipe to connection, and junction structure using this Pending JP2001177964A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35420599A JP2001177964A (en) 1999-12-14 1999-12-14 Device for joining buried pipe to connection, and junction structure using this

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35420599A JP2001177964A (en) 1999-12-14 1999-12-14 Device for joining buried pipe to connection, and junction structure using this

Publications (1)

Publication Number Publication Date
JP2001177964A true JP2001177964A (en) 2001-06-29

Family

ID=18435998

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007500828A (en) * 2003-07-31 2007-01-18 ファティーグ テクノロジー インコーポレイテッド Tubular metal fittings expandable in wall openings and methods of installation
JP2007312458A (en) * 2006-05-16 2007-11-29 Sanritsu Giken Kk Watertight joint
US8312606B2 (en) 2007-10-16 2012-11-20 Fatigue Technology, Inc. Expandable fastener assembly with deformed collar
US8647035B2 (en) 2009-12-16 2014-02-11 Fatigue Technology, Inc. Modular nut plate assemblies and methods of using the same
US8938886B2 (en) 2012-01-30 2015-01-27 Fatigue Technology, Inc. Smart installation/processing systems, components, and methods of operating the same
US9114449B2 (en) 2011-06-15 2015-08-25 Fatigue Technology, Inc. Modular nut plates with closed nut assemblies
US10010983B2 (en) 2008-03-07 2018-07-03 Fatigue Technology, Inc. Expandable member with wave inhibitor and methods of using the same

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007500828A (en) * 2003-07-31 2007-01-18 ファティーグ テクノロジー インコーポレイテッド Tubular metal fittings expandable in wall openings and methods of installation
JP4819678B2 (en) * 2003-07-31 2011-11-24 ファティーグ テクノロジー インコーポレイテッド Tubular metal fittings expandable in wall openings and methods of installation
JP2007312458A (en) * 2006-05-16 2007-11-29 Sanritsu Giken Kk Watertight joint
US8312606B2 (en) 2007-10-16 2012-11-20 Fatigue Technology, Inc. Expandable fastener assembly with deformed collar
US10010983B2 (en) 2008-03-07 2018-07-03 Fatigue Technology, Inc. Expandable member with wave inhibitor and methods of using the same
US8647035B2 (en) 2009-12-16 2014-02-11 Fatigue Technology, Inc. Modular nut plate assemblies and methods of using the same
US9114449B2 (en) 2011-06-15 2015-08-25 Fatigue Technology, Inc. Modular nut plates with closed nut assemblies
US8938886B2 (en) 2012-01-30 2015-01-27 Fatigue Technology, Inc. Smart installation/processing systems, components, and methods of operating the same
US10130985B2 (en) 2012-01-30 2018-11-20 Fatigue Technology, Inc. Smart installation/processing systems, components, and methods of operating the same
US10843250B2 (en) 2012-01-30 2020-11-24 Fatigue Technology, Inc. Smart installation/processing systems, components, and methods of operating the same

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