JPH0926076A - Connection structure of corrugated pipe - Google Patents

Connection structure of corrugated pipe

Info

Publication number
JPH0926076A
JPH0926076A JP20046595A JP20046595A JPH0926076A JP H0926076 A JPH0926076 A JP H0926076A JP 20046595 A JP20046595 A JP 20046595A JP 20046595 A JP20046595 A JP 20046595A JP H0926076 A JPH0926076 A JP H0926076A
Authority
JP
Japan
Prior art keywords
corrugated pipe
rubber
sleeve
corrugated
connection structure
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
JP20046595A
Other languages
Japanese (ja)
Inventor
Yoshihiro Nishiyama
義博 西山
Takamasa Maruyama
高正 圓山
Yasushi Shiga
靖司 志賀
Tetsuya Inagake
哲哉 稲掛
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.)
Tigers Polymer Corp
Sekisui Chemical Co Ltd
Original Assignee
Tigers Polymer Corp
Sekisui Chemical 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 Tigers Polymer Corp, Sekisui Chemical Co Ltd filed Critical Tigers Polymer Corp
Priority to JP20046595A priority Critical patent/JPH0926076A/en
Publication of JPH0926076A publication Critical patent/JPH0926076A/en
Pending legal-status Critical Current

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  • Joints That Cut Off Fluids, And Hose Joints (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a connection structure of a corrugated pipe which can eliminate an obstacle of a habit of winding and connect the corrugated pipe easily with good water stop property. SOLUTION: A rubber split sleeve 2 in which cuts are provided in the oblique direction for the radial direction of a cross section of a cylinder having an inner face 21 which has almost the same shape as an outer face of a corrugated pipe to be connected 1 over the whole length of the cylinder covers across both ends 11, 11 of the corrugated pipe, and each of a half of the rubber split sleeve 2 is tightened on the end 11 of the corrugated pipe by a tightening member 3.

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】本発明は波付管の接続構造に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a corrugated pipe connection structure.

【0002】[0002]

【従来の技術】波付管は可撓性や耐踏み荷重性等に優
れ、地中や屋内の電線ダクト、各種建築物の連通管や通
気管として多用されている。この波付管においては、接
続して使用しなければならないことが往々にしてあり、
その接続構造、特に螺旋波付管の接続構造として、被
接続波付管の外面とほぼ同一形状の内面を有する硬質の
ねじ込み式プラスチックスリ−ブを一方の波付管端部に
螺挿し、次いで、この波付管端に他方の波付管端を突合
わせた状態で上記の螺挿したねじ込み式プラスチックス
リ−ブを逆回転により両波付管端部上にねじ戻し移動さ
せ、このスリ−ブの各端部と各波付管との間をテ−プの
巻き付け等でシ−ルする構成、両波付管端を突合せ、
この突合せ部を二つ割りの締付型継手の締付けにより接
続する場合、被接続波付管の外面とほぼ同一形状の内面
を有する筒状ゴムパッキングを介在させる構成(実公平
5−16838号公報)等が公知である。
2. Description of the Related Art Corrugated pipes are excellent in flexibility and resistance to foot load, and are widely used as underground or indoor electric wire ducts, communication pipes for various buildings, and ventilation pipes. This corrugated pipe often has to be connected and used,
As the connection structure, particularly as the connection structure of the spiral corrugated pipe, a hard screw-type plastic sleeve having an inner surface having substantially the same shape as the outer surface of the corrugated pipe to be connected is screwed into one corrugated pipe end, and then , With the other corrugated pipe end abutting against this corrugated pipe end, the screwed plastic sleeves screwed in above are screwed back onto both corrugated pipe ends by reverse rotation, A structure in which each end of the tube and each corrugated pipe are sealed by wrapping a tape, etc., both corrugated pipe ends are butted,
When connecting the butt portion by tightening a two-piece clamp type joint, a structure in which a tubular rubber packing having an inner surface having substantially the same shape as the outer surface of the corrugated pipe to be connected is interposed (Japanese Utility Model Publication No. 5-16838), etc. Is known.

【0003】[0003]

【発明が解決しようとする課題】上記の波付管において
は、把取りやドラム巻きした状態で運搬され、巻きぐせ
がついているから、上記波付管端部は湾曲している。而
るに、上記ねじ込み式プラスチックスリ−ブ使用の波付
管接続構造において、湾曲した波付管端部にねじ込み式
プラスチックスリ−ブを螺挿したり、このねじ込んだス
リ−ブを湾曲した他方の波付管端部にねじ戻し移動させ
るには、各波付管端部の湾曲を直線状に戻し得る大きな
捩じれトルクを作用させなければならず、その作業は容
易ではない。
In the above corrugated pipe, the corrugated pipe ends are curved because the corrugated pipe is transported in a state of being gripped or wound in a drum and is wound. Therefore, in the corrugated pipe connecting structure using the screw-in type plastic sleeve, the screw-in type plastic sleeve is screwed into the curved corrugated pipe end portion, or the other end of the curved sleeve is curved. In order to move the corrugated pipe end portion back to the screw, a large twisting torque that can return the curve of each corrugated pipe end to a straight line must be applied, and the operation is not easy.

【0004】他方、上記二つ割りの締付型継手を使用す
る接続構造では、筒状ゴムパッキングにゴム硬度1〜2
5といった軟質ゴムを用いており、二つ割りの締付型継
手内で波付管端部が湾曲していても、継手内面と波付管
外面との間を軟質ゴムの変形性のために充分水密にで
き、上記波付管の巻きぐせの障害を排除できる。しかし
ながら、ゴムの硬度が低くなるほど、クリ−プ(長時間
にわたり徐々に生じる変形)が著しくなるから、軟質ゴ
ムを使用する以上、安定な止水性を保証し難い。本発明
の目的は、巻きぐせの障害を排除して波付管を容易に、
しかも、良好な止水性で接続できる波付管の接続構造を
提供することにある。
On the other hand, in the connection structure using the above-mentioned two-piece tightening type joint, the rubber hardness is 1 to 2 in the tubular rubber packing.
Even if the end of the corrugated pipe is curved in the two-piece clamp type joint, a soft rubber such as No. 5 is used to ensure watertightness between the inner surface of the joint and the outer surface of the corrugated pipe due to the deformability of the soft rubber. Therefore, it is possible to eliminate the hindrance of the winding of the corrugated tube. However, as the hardness of the rubber becomes lower, the creep (deformation that gradually occurs over a long period of time) becomes more remarkable, so that it is difficult to guarantee stable water stoppage as long as the soft rubber is used. The object of the present invention is to eliminate the hindrance of winding and facilitate the corrugated tube,
Moreover, it is to provide a connecting structure for corrugated pipes that can be connected with good water shutoff.

【0005】[0005]

【課題を解決するための手段】本発明に係る波付管の接
続構造は、被接続波付管の外面とほぼ同一形状の内面を
有する筒体の全長に切り目を筒体断面の半径方向に対し
斜め方向にいれたゴム製割れスリ−ブを、両波付管端部
にまたがって被せ、該ゴム製割れスリ−ブの各半部を各
波付管端部にそれぞれ締め付け部材によって締め付けた
ことを特徴とする構造である。
A corrugated pipe connecting structure according to the present invention has a notch extending in the radial direction of the cross section of a tubular body having an inner surface having substantially the same shape as the outer surface of the corrugated pipe to be connected. On the other hand, a rubber cracking sleeve placed diagonally was covered over both corrugated pipe ends, and each half of the rubber cracking sleeve was fastened to each corrugated pipe end by a tightening member. It is a structure characterized by that.

【0006】[0006]

【発明の実施の形態】以下、図面を参照しつつ本発明の
実施の形態を説明する。図1は本発明に係る波付管の接
続構造の一例を示している。図1において、1,1は互
いに接続されるべき螺旋波付管(材質はポリエチレン,
ポリ塩化ビニル等のプラスチック、鋼,アルミニウム等
の金属)であり、両管端を突合せてある。2はゴム製割
れスリ−ブを示し、被接続波付管1の外面とほぼ等しい
形状の内面21を有し、図2にも示すように全長にわた
る切れ目22を筒体断面の半径方向に対し角度βの斜め
方向にいれてあり、両波付管端部11,11にまたがっ
て被せてある。3は締付け部材であり、ゴム製割れスリ
−ブ2の各半部を各波付管端部11上に締め付けてい
る。この締付け部材には、例えば、図3に示すように、
金属製のC型リング31の開口部をボルト・ナット32
で締付けるものを使用できる。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an example of a corrugated pipe connection structure according to the present invention. In FIG. 1, reference numerals 1 and 1 denote tubes with spiral waves to be connected to each other (material is polyethylene,
It is a plastic such as polyvinyl chloride, a metal such as steel and aluminum, and both pipe ends are butted. Reference numeral 2 denotes a rubber crack sleeve, which has an inner surface 21 having a shape substantially equal to the outer surface of the corrugated tube 1 to be connected, and as shown in FIG. It is inserted in an oblique direction at an angle β and covers both corrugated pipe end portions 11, 11. Reference numeral 3 is a tightening member, and each half of the rubber crack sleeve 2 is tightened on each corrugated pipe end 11. As shown in FIG. 3, for example, as shown in FIG.
Open the metal C-shaped ring 31 with bolts and nuts 32.
Can be tightened with.

【0007】上記波付管の接続構造を組立てるには、接
続すべき両波付管1,1を突合せ、上記のゴム製割れス
リ−ブ2を拡開してその弾性により両波付管端部11,
11にまたがって抱合し、而るのち、ゴム製割れスリ−
ブ2の各半部を締付け部材3で締付け、これにて組立て
を終了する。上記において、締付け部材3,3間の間隔
aを広くし過ぎると、ゴム製割れスリ−ブ2の切り目2
2が比較的低い内圧で拡開されてしまうので、その間隔
aは、通常30mm以下とされる。
In order to assemble the above-mentioned corrugated pipe connecting structure, both corrugated pipes 1 and 1 to be connected are butted, and the above-mentioned rubber crack sleeve 2 is expanded and the elasticity thereof causes both corrugated pipe ends. Part 11,
After tying together over 11, the rubber cracking sleeve
Each half of the bush 2 is tightened with the tightening member 3, and the assembly is completed. In the above, if the spacing a between the tightening members 3 is made too wide, the cut 2 of the rubber crack sleeve 2
Since 2 is expanded by a relatively low internal pressure, the distance a is usually set to 30 mm or less.

【0008】上記ゴム製割れスリ−ブ2の切れ目22の
斜め角度βは、小さ過ぎると後述する止水性試験の結果
からも明らかな通り、充分な止水性を保証し難く、大き
すぎるとゴム製割れスリ−ブ2の上記した両波付管端部
への抱合が難しくなる。従って、斜め角度βは25°〜
60°とすることが好ましい。また、このゴム製割れス
リ−ブ2のゴム硬度は、高過ぎると弾性率が過大となっ
てシ−ルに支障を来たし、低過ぎるとクリ−プ量が大と
なって止水性の長期安定を保証し難くなるので、ゴム硬
度(JIS A硬度)はほぼ40とすることが望まし
い。特に、ゴム製割れスリ−ブを外層硬質、内層軟質の
二層構造とし、外層の硬度を40〜90、内層の硬度を
1〜60とすることが好ましい。なお、本発明は螺旋波
付管以外に、環状凸部と環状凹部とを交互に形成した非
螺旋の波付管にも適用できる。
If the oblique angle β of the cut 22 of the rubber cracking sleeve 2 is too small, it is difficult to guarantee sufficient water blocking performance, as is clear from the results of the water blocking test described later, and if it is too large, it is made of rubber. It becomes difficult to bind the split sleeve 2 to the above-mentioned corrugated pipe ends. Therefore, the oblique angle β is 25 ° ~
It is preferably 60 °. If the rubber hardness of the rubber cracking sleeve 2 is too high, the elastic modulus becomes too large to hinder the seal. If it is too low, the creep amount becomes large and the waterproofness is stable for a long time. Therefore, it is difficult to guarantee that the rubber hardness (JIS A hardness) is approximately 40. In particular, it is preferable that the rubber crack sleeve has a two-layer structure of a hard outer layer and a soft inner layer, and the outer layer has a hardness of 40 to 90 and the inner layer has a hardness of 1 to 60. In addition to the spiral corrugated tube, the present invention can be applied to a non-spiral corrugated tube in which annular convex portions and annular concave portions are alternately formed.

【0009】材料力学上よく知られているように、主応
力面(β=90°)の垂直線方向に対し角度βをなす斜
め面の垂直応力δは、その主応力(β=90°の面での
垂直応力)をδ0とすれば、 δ=δ0sin2β で与えられる。図1において、締付け部材3で締付けら
れているゴム製割れスリ−ブ部分の切れ面での垂直応力
(面圧)は、式におけるδ0をその締付け力を大きく
することにより充分に大にでき、かつβ≠0であるか
ら、充分に高くできる。また、締付け部材間のゴム製割
れスリ−ブ部分での切れ面においては、締付け部材の締
付けによる面圧は実質上0であるが、通水内圧または外
部水圧等の水圧により面圧が作用し、その水圧が高くな
るほどシ−ル面圧が高くなる、いわゆるセルフシ−ル作
用が営まれる。従って、ゴム製割れスリ−ブに切れ目が
存在するにもかかわらず、充分な止水性が保証される。
As is well known in material mechanics, the vertical stress δ of an oblique surface forming an angle β with respect to the vertical line direction of the principal stress surface (β = 90 °) is the principal stress (β = 90 ° If the normal stress on the surface is δ 0 , it is given by δ = δ 0 sin 2 β. In FIG. 1, the vertical stress (contact pressure) at the cut surface of the rubber crack sleeve that is tightened by the tightening member 3 can be made sufficiently large by increasing δ 0 in the equation by increasing the tightening force. , And β ≠ 0, it can be made sufficiently high. In addition, at the cut surface at the rubber crack sleeve between the tightening members, the surface pressure due to the tightening of the tightening members is substantially 0, but the surface pressure acts due to water pressure such as internal water pressure or external water pressure. The higher the water pressure, the higher the seal surface pressure, which is the so-called self-sealing action. Therefore, in spite of the presence of the break in the rubber crack sleeve, sufficient waterproofness is guaranteed.

【0010】特に、ゴム製割れスリ−ブを二層構造と
し、外側層のゴム硬度を高くし(40〜90程度)、内
側層のゴム硬度を外側よりも低く(1〜60程度)する
場合は、締付り部材の締付け力をゴム製割れスリ−ブを
傷付けることなく安全に高くでき、かつ、ゴム製割れス
リ−ブ内面と波付管外面との界面の水密性を高め得るの
で、より高い止水性を保証できる。また、被接続波付管
端部が巻きぐせのために湾曲していても、ゴム製割れス
リ−ブの両波付管端部にまたがっての抱合は、そのスリ
−ブの可撓性のために容易に行い得、更に、締付け部材
の巾が狭いから、締付け部材の装着・締付けも真直波付
管の場合と同様に容易に行い得、接続作業を被接続波付
管端部の湾曲に関係無く良好な作業性で行うことができ
る。
In particular, when the rubber crack sleeve has a two-layer structure and the outer layer has a higher rubber hardness (about 40 to 90) and the inner layer has a lower rubber hardness (about 1 to 60) than the outer layer. Since the tightening force of the tightening member can be safely increased without damaging the rubber crack sleeve, and the watertightness of the interface between the rubber crack sleeve inner surface and the corrugated pipe outer surface can be increased. Higher waterproofness can be guaranteed. Even if the pipe end with corrugation to be connected is curved due to curling, the conjugation of the rubber crack sleeve across both pipe ends with corrugation does not affect the flexibility of the sleeve. In addition, since the width of the tightening member is narrow, mounting and tightening of the tightening member can be performed as easily as the straight corrugated pipe, and the connecting work can be performed by bending the end of the corrugated pipe to be connected. Can be performed with good workability.

【0011】[0011]

【実施例】【Example】

〔実施例1〕図1において、波付管には内径80mm
φ、外径102mmφ、波付けピッチ25mm、肉厚2
mmの螺旋波付けポリ塩化ビニル管を使用し、ゴム製割
れスリ−ブには、内面波付け凸部径84mmφ、内面波
付け凹部径104mmφ、内面波付け凸部箇所での肉厚
25mm、内面波付け凹部箇所での肉厚5mm、切れ目
の斜め角度β=45°、長さ100mm、ゴム硬度40
の射出成形品を使用し、締付け部材には、鉄製で巾30
mmの図3に示す締め付け金具を使用した。締め付け金
具間の距離は15mmとした。螺旋波付けポリ塩化ビニ
ル管の端部には、巻き付け径1400mmの巻きぐせが
付いていたが、接続作業の作業性は良好であった。ま
た、外部水圧を作用させて止水性を試験したところ、2
kg/cm2でも、何ら異常は観られなかった。なお、
ゴム製割れスリ−ブの切れ目の斜め角度βを30°にし
ても、外部水圧2kg/cm2のもとでは何らの異常も
観られなかったが、斜め角度β20°のもとでは、軽度
の漏水が認められ、耐止水性の面からは、βを25°以
上とすることが安全であることを確認した。
[Example 1] In FIG. 1, the corrugated tube has an inner diameter of 80 mm.
φ, outer diameter 102 mmφ, corrugation pitch 25 mm, wall thickness 2
mm polyvinyl chloride pipe is used, and the rubber crack sleeve has an inner corrugated convex diameter of 84 mmφ, an inner corrugated concave diameter of 104 mmφ, and a wall thickness of 25 mm at the inner corrugated convex portion. Wall thickness 5 mm at corrugated concave portion, diagonal angle β of cut = 45 °, length 100 mm, rubber hardness 40
The injection-molded product is used, and the tightening member is made of iron and has a width of 30
The fastening hardware shown in FIG. The distance between the clamps was 15 mm. The end of the spirally wound polyvinyl chloride pipe had a winding curl with a winding diameter of 1400 mm, but the workability of the connecting work was good. In addition, when the waterproofness was tested by applying external water pressure, 2
No abnormality was observed even at kg / cm 2 . In addition,
Even if the oblique angle β of the break of the rubber crack sleeve was 30 °, no abnormality was observed under an external water pressure of 2 kg / cm 2 , but under the oblique angle β20 °, it was mild. Water leakage was observed, and it was confirmed that it is safe to set β to 25 ° or more from the viewpoint of water resistance.

【0012】〔実施例2〕図1において、波付管には内
径65mmφ、外径84mmφ、波付けピッチ20m
m、肉厚2.1mmの螺旋波付けポリ塩化ビニル管を使
用した。ゴム製割れスリ−ブには、二層タイプで、内面
波付け凸部径70mmφ、内面波付け凹部径86mm
φ、内面波付け凸部箇所での肉厚21mm、内面波付け
凹部箇所での肉厚5mm、外層ゴム肉厚3.5mm、切
れ目の斜め角度β=45°、長さ100mm、外層ゴム
硬度80、内層ゴム硬度20の射出成形品を使用した。
締付け部材には、鉄製で巾30mmの図に示す締め付け
金具を使用した。締め付け金具間の距離は20mmとし
た。螺旋波付けポリ塩化ビニル管の端部には、巻き付け
径1300mmの巻きぐせが付いていたが、接続作業の
作業性は良好であった。また、内部に水圧を作用させて
水漏れが生じたときの水圧を測定したところ、5kg/
cm2であった。
[Embodiment 2] In FIG. 1, the corrugated pipe has an inner diameter of 65 mmφ, an outer diameter of 84 mmφ, and a corrugation pitch of 20 m.
A polyvinyl chloride tube with a spiral wave and a wall thickness of 2.1 mm was used. The rubber cracking sleeve is a two-layer type, the inner surface corrugated convex portion diameter is 70 mmφ, the inner surface corrugated concave portion diameter is 86 mm.
φ, wall thickness 21 mm at the inner surface corrugated convex portion, wall thickness 5 mm at the inner surface corrugated concave portion, outer layer rubber wall thickness 3.5 mm, cut oblique angle β = 45 °, length 100 mm, outer layer rubber hardness 80 An injection molded product having an inner rubber hardness of 20 was used.
As the fastening member, a fastening fitting made of iron and having a width of 30 mm shown in the figure was used. The distance between the clamps was 20 mm. The end of the spirally wound polyvinyl chloride pipe had a winding curl with a winding diameter of 1300 mm, but the workability of the connecting work was good. In addition, when the water pressure was applied to the inside to measure the water pressure when water leakage occurred, 5 kg /
cm 2 .

【0013】〔実施例3〕実施例2に対し、ゴム製割れ
スリ−ブの切れ目の斜め角度βを30°とした以外、実
施例2に同じとした。実施例2と同様にして水漏れ水圧
を測定したところ、4kg/cm2であった。なお、角
度βを20°にすると、水漏れ水圧は2kg/cm2
度になり、βを25°以上とすることが安全であること
を確認した。
Example 3 The same as Example 2 except that the oblique angle β of the break of the rubber crack sleeve was set to 30 °. When the water leakage water pressure was measured in the same manner as in Example 2, it was 4 kg / cm 2 . In addition, when the angle β is set to 20 °, the water leakage water pressure becomes about 2 kg / cm 2 , and it has been confirmed that it is safe to set β to 25 ° or more.

【0014】〔実施例4〕実施例2に対し、内層ゴム硬
度を60とした以外、実施例2に同じとした。実施例2
と同様にして水漏れ水圧を測定したところ、4kg/c
2であった。なお、実施例2に対し、ゴム製割れスリ
−ブ全体をゴム硬度80にすると、水漏れ水圧が1kg
/cm2程度になり、また、作業性も悪くなるので、ゴ
ム製割れスリ−ブを単一層とする場合、ゴム硬度は80
以下とすることが適切であることを確認した。
[Example 4] The same as Example 2 except that the inner layer rubber hardness was set to 60. Example 2
Water leak pressure was measured in the same manner as in 4 kg / c
m 2 . In contrast to Example 2, if the rubber hardness of the entire rubber-made cracking sleeve is 80, the water leakage water pressure is 1 kg.
/ Cm 2 and workability deteriorates. When the rubber crack sleeve is a single layer, the rubber hardness is 80.
It was confirmed that the following is appropriate.

【0015】[0015]

【発明の効果】本発明に係る波付管の接続構造によれ
ば、波付管端部が巻きぐせのために湾曲していても、充
分に高い硬度(平均硬度で30〜60程度)のゴム製割
れスリ−ブを用いてその湾曲に関係なく容易に、充分に
高い耐漏れ水圧で波付管を接続できる。従って、本発明
によれば、地中や屋内の電線ダクトや各種建築物の連通
管や通気管としての波付管を良好な作業性、充分に高い
止水性、安定な止水性で接続できる。
According to the corrugated pipe connection structure of the present invention, the corrugated pipe has a sufficiently high hardness (average hardness of about 30 to 60) even if the corrugated pipe end is curved due to curling. A corrugated pipe can be easily connected with a sufficiently high leakage water pressure by using a rubber breaking sleeve regardless of its curvature. Therefore, according to the present invention, it is possible to connect an electric wire duct in the ground or indoors or a corrugated pipe as a communication pipe or a ventilation pipe of various buildings with good workability, sufficiently high water stoppage and stable water stoppage.

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

【図1】本発明に係る波付管の接続構造を示す断面図で
ある。
FIG. 1 is a cross-sectional view showing a corrugated pipe connection structure according to the present invention.

【図2】本発明において使用するゴム製割れスリ−ブの
一例を示す斜視図である。
FIG. 2 is a perspective view showing an example of a rubber crack sleeve used in the present invention.

【図3】本発明において使用する締め付け部材の一例を
示す斜視図である。
FIG. 3 is a perspective view showing an example of a tightening member used in the present invention.

【符号の説明】[Explanation of symbols]

1 波付管 11 波付管端部 2 ゴム製割れスリ−ブ 22 切れ目 3 締め付け部材 1 Corrugated pipe 11 Corrugated pipe end 2 Rubber crack sleeve 22 Cut 3 Clamping member

───────────────────────────────────────────────────── フロントページの続き (72)発明者 志賀 靖司 静岡県掛川市淡陽6番地 タイガ−スポリ マ−株式会社静岡工場内 (72)発明者 稲掛 哲哉 静岡県掛川市淡陽6番地 タイガ−スポリ マ−株式会社静岡工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yasushi Shiga, 6th Danyo, Kakegawa, Shizuoka, Taiga Polymer Co., Ltd. Shizuoka factory (72) Inventor, Tetsuya Inakake, 6th, Tanyo, Kakegawa, Shizuoka − Inside Shizuoka factory

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】接続すべき波付管の外面とほぼ同一形状の
内面を有する筒体の全長に切り目を筒体断面の半径方向
に対して斜め方向にいれたゴム製割れスリ−ブを、両波
付管端部にまたがって被せ、該ゴム製割れスリ−ブの各
半部を各波付管端部にそれぞれ締め付け部材により締め
付けたことを特徴とする波付管の接続構造。
1. A rubber cracking sleeve in which a notch is formed in the entire length of a cylindrical body having an inner surface having substantially the same shape as an outer surface of a corrugated pipe to be connected, the diagonal slit being oblique to the radial direction of the cylindrical body cross section. A corrugated pipe connection structure, characterized in that both ends of the corrugated pipe are covered, and each half of the rubber crack sleeve is fastened to each corrugated pipe end by a fastening member.
JP20046595A 1995-07-13 1995-07-13 Connection structure of corrugated pipe Pending JPH0926076A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20046595A JPH0926076A (en) 1995-07-13 1995-07-13 Connection structure of corrugated pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20046595A JPH0926076A (en) 1995-07-13 1995-07-13 Connection structure of corrugated pipe

Publications (1)

Publication Number Publication Date
JPH0926076A true JPH0926076A (en) 1997-01-28

Family

ID=16424772

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20046595A Pending JPH0926076A (en) 1995-07-13 1995-07-13 Connection structure of corrugated pipe

Country Status (1)

Country Link
JP (1) JPH0926076A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106481914A (en) * 2016-12-09 2017-03-08 重庆有为塑胶有限公司 A kind of connector of corrugated tube
CN112944082A (en) * 2021-03-11 2021-06-11 四川泰鑫实业发展有限责任公司 PE steel band helical bellows connection structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106481914A (en) * 2016-12-09 2017-03-08 重庆有为塑胶有限公司 A kind of connector of corrugated tube
CN112944082A (en) * 2021-03-11 2021-06-11 四川泰鑫实业发展有限责任公司 PE steel band helical bellows connection structure

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