JPS5950291A - Flexible joint for pipe joint - Google Patents

Flexible joint for pipe joint

Info

Publication number
JPS5950291A
JPS5950291A JP16103982A JP16103982A JPS5950291A JP S5950291 A JPS5950291 A JP S5950291A JP 16103982 A JP16103982 A JP 16103982A JP 16103982 A JP16103982 A JP 16103982A JP S5950291 A JPS5950291 A JP S5950291A
Authority
JP
Japan
Prior art keywords
joint
joint body
water
joints
tension
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
JP16103982A
Other languages
Japanese (ja)
Inventor
押見 睦雄
吉川 信義
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.)
SHIYOUWA GOMU KAGAKU KOGYOSHO KK
SHOWA GOMU KAGAKU KOGYOSHO KK
TEIKOKU HIYUUMUKAN KK
Original Assignee
SHIYOUWA GOMU KAGAKU KOGYOSHO KK
SHOWA GOMU KAGAKU KOGYOSHO KK
TEIKOKU HIYUUMUKAN 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 SHIYOUWA GOMU KAGAKU KOGYOSHO KK, SHOWA GOMU KAGAKU KOGYOSHO KK, TEIKOKU HIYUUMUKAN KK filed Critical SHIYOUWA GOMU KAGAKU KOGYOSHO KK
Priority to JP16103982A priority Critical patent/JPS5950291A/en
Publication of JPS5950291A publication Critical patent/JPS5950291A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は地中に埋設するヒユームW等の7レキシプル
ジヨイントに関する。地中に埋設するヒユーム簀等の継
手部は、第1図の即く、オ隻−計の管体接合(以FA型
という)と第2図の如くオ・ス管、メス管によるソケッ
ト型の管体の接合(以下B型という)等がある。このよ
うなA81とB型の継手部に底着接合するジ四イン) 
ffl造としては、第1図のA型の場合ストレートの管
体a1aの接合部にコンクリート製のカラーtを被妖し
、管体との間にモルタル材mを充填して継手部を接続す
る手段と、B爪の場合第2図の如く管体aに接合するメ
ス管bt−嵌着しその嵌合部に弾性パツキンpft@嵌
した接合構造をとっていた。しかし上述の継手構造では
地震や施工現場の軟弱地盤による不等法下等によって阿
り合う管体どうしが衝央したり、継手部が抜は落ちたり
、あるいは曲げを受は継手部をはじめ管体部分にも亀裂
毀損を生じ漏水事故を発生し易い一点があった。例えば
第1図のA型口の井合ψよ、力?−1とモルタル材mハ
m性羽よりなるジヨイント構造でのるため、M固である
反面屈曲作用による亀裂4M傷を生じ易く、第2図のB
型管の場合も密嵌したゴムパツキンpのずれ動きや、抜
は落ちに対してこれを防止するためには、例えばソケッ
トwbのソケットの深さを非常に深くするなどすればよ
いが製造上の許容限界を越えた構造をζり得ないため上
水作用を十分に発揮し得ない4点があった。又弾性材を
利用した円管状のA型用ジヨイント部材も公知であるが
筐体が抜は易く、かっ止水作用において1傅造上のtJ
点が与られる。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a 7 lexipul joint such as a humuum W to be buried underground. The joints for underground water tanks, etc. are of the two types, as shown in Figure 1: the FA-type pipe connection (hereinafter referred to as FA type), and the socket-type connection of male and female pipes as shown in Figure 2. (hereinafter referred to as type B). This type of A81 and B type joints are connected at the bottom)
For ffl construction, in the case of type A shown in Figure 1, a concrete collar t is placed at the joint of the straight pipe body a1a, and mortar material m is filled between the pipe bodies and the joint part is connected. In the case of the B-claw, as shown in Fig. 2, a female pipe bt to be connected to the pipe body a is fitted, and an elastic packing pft is fitted in the fitting part. However, with the above-mentioned joint structure, due to earthquakes, uneven ground due to soft ground at the construction site, etc., the fitting pipes may become centered, the joint may pull out or fall, or the pipes, including the joint, may be bent. There was also one point in the body that was susceptible to cracks and damage, which could lead to water leakage. For example, Iai ψ of the A-shaped mouth in Figure 1, power? Since it is mounted on a joint structure consisting of -1 and mortar material M, it is hard, but on the other hand, it is prone to cracks due to bending action, and B in Fig. 2.
In the case of molded pipes, in order to prevent the tightly fitted rubber seal P from slipping or falling out, it is possible to make the socket wb very deep, for example, but due to manufacturing There were four points in which the water supply effect could not be fully exerted because the structure could not exceed the permissible limit. In addition, a cylindrical joint member for type A using an elastic material is also known, but the housing is easy to remove and the water-stopping effect is higher than tJ of 1.
Points are awarded.

この発明は、上述の従来継手部の接合技術として公知の
ジヨイントやバッキング構造のM A tt h¥消し
地盤の不等沈下、地震痔の、1111盤変動によって発
生する継手部の屈曲中退ffi負祝に対してこれに対応
しつるフレキシブル性と耐用性、及び止水作用を低下さ
せないジヨイント構造体を提供することを目的としたも
のである。本願発明の要旨は特許請求の範囲第五項及び
第5項記載の構造に係るものである。以下本願発明の具
体的な実施縮機を図示説明する。
This invention is a method for joining the joints described above, which is known as a joint or backing structure. The object of the present invention is to provide a joint structure that has flexibility and durability, and does not reduce water-stopping performance. The gist of the present invention relates to the structures set forth in claims 5 and 5. A concrete compressor according to the present invention will be illustrated and explained below.

218図より第6v!Jは特許請求の範囲第1項乃至第
4項記載の実施例を示すもので継手部が九−トの′Q体
をし合するA型の場合のジヨイント構造で′jbる。図
中1はせ体継手部に被嵌する硬質ゴムよりなる短寸円管
状のジヨイント本体である。ジヨイント本体は硬ユ゛j
ゴム内に布体屯しくは短繊維入りの構造体とすれば屈曲
作用に対する強靭、性が強化されるのでより効果的であ
る。短繊維入り硬質ゴム体とする場きはタイヤの生産工
4!4上の加工屑又は廃タイヤ(短繊維を含んでいる。
6th v from Figure 218! Reference numeral J indicates an embodiment described in claims 1 to 4, and is a joint structure in the case of an A type in which the joint part is a nine-tooth Q body. 1 in the figure is a short circular tubular joint body made of hard rubber that fits into the barbed joint. The joint body is hard
It is more effective to use a structure containing cloth or short fibers within the rubber, as this will enhance the toughness and resistance to bending action. When making a hard rubber body containing short fibers, process waste from the tire production process 4!4 or waste tires (containing short fibers) are used.

)を再生利用すれば加工費の低廉化に有利である3、実
J!r&Mではこれらを符化じた硬質ゴムとした。材質
はゴムの他プラスデック等の弾性材でもよい。2はジョ
イ〉・ト本体中央部外jrJに3−シ設したU状溝で継
手部に係る不等圧や曲げ屈曲圧に対し、これに追従して
過電負荷の吸収やrA街作用を!シLず。14巾寸法は
実施例でそよ本体中210 r71rTlに対し2oI
′i″1m前後が適当である。8はU状溝に対J15す
るジヨイント本体内周に環設した接合凸部で、臘工時は
戻合凸部両側面に−1り合うA型管aSaを接合させて
管体どうしの摘部をa術する機能を持たせる。4は接合
部1h纂に横方向に埋込状に突環l!9シた忙l/パツ
午ンで施工の際は、縁台凸部1副面に管体の口部a′a
′ により平面状に圧接されてお9、管体の屈曲により
、核部が離反した際軟質パツキンの弾性反力によ#)継
手部に間隙を生ぜしすないようにした。
) is advantageous in reducing processing costs. 3. Real J! r&M has made these into hard rubber. In addition to rubber, the material may be an elastic material such as plus deck. 2 is a U-shaped groove installed on the outside of the center of the joint body, which absorbs overcurrent loads and acts as a counterweight against uneven pressure and bending pressure on the joint. ! ShiLzu. 14 Width dimension is 2oI for 210 r71rTl in the breeze body in the example.
'i'' approximately 1m is appropriate. 8 is a joint convex part provided in a ring on the inner circumference of the joint body that fits J15 in the U-shaped groove, and when the position is rested, an A-shaped pipe that fits -1 on both sides of the return convex part is suitable. ASa is joined to provide the function of a-operating the extraction part of the pipe bodies. 4 is a projecting ring embedded in the horizontal direction in the joint part 1h. In this case, the mouth part a'a of the tube body is placed on the secondary surface of the edge stand convex part 1.
The pipes are pressed together in a flat manner by the bending of the tube to prevent gaps from being created in the joint due to the elastic reaction force of the soft packing when the core part separates.

軟質パツキンは設計上適宜その設i道を変更してもよい
。5.5はジヨイント本俸lの両端部6.6内周に埋込
状に突II 設した軟質の止水パツキンで継手部管体a
、a外周に密妖し止水作用をする^突出部分は実施例で
は円弧状に1ψ出させであるが鋸歯状その池の形状に適
宜設計変更してす4施してもよい。材rtとし°Cは、
弾t1反力の強い天然ゴム、合成樹ムあるいは水と接し
て体積膨張する膨張ゴムを用いてもよい□7.7は止水
バッキングに対応するジヨイント本体飽tflT6.6
外周に強制嵌着した高張力バンドで耐蝕強靭なステンレ
スリングである。?i6張カバカバンド縛の他プラスチ
ック系材質でもよい。ジヨイント本俸外径よりも稍小口
紙のバンドで!i!11制taXし止水バッキング5の
止水作用を補強すると共にジヨイント本体の′lZ体i
t(係る緊締密41力を強化rる。in6図はIん張力
バンドの他の、繕施例でジヨイント本Fド内に埋込状に
猿股したもので金ケ14バンドを用いた場合は組設によ
り腐鹸作用を防止して耐久性を昂めると共に外部抽lや
バンド自体の伺能低下による脱落を防止できるメリット
があ=6 n杓高張カバンドの榊柴としては実施例の4
d状体の他に撚縮トド、ロンド体(図示省1・i)を一
本以上外低又は埋設実施しでも差支えない。8はU状^
ダに嵌〕gするスポンジ製表着体でU状溝に泥土、砂礫
が詰まりてU状+iJの果ず緩衝、負荷吸収作用の低下
を防止する作用をする。従って嵌着体としてば上述のU
状溝の機IiF k低下ざぜない範囲のスポンジその1
あの軟質弾性体fう4J用する0 次に第7図に示すBf:J蔀手の礎台を特杵岨1求の範
ILII第5項に記載した植成の実fi列として説明す
る0オスrfaどメス管すによるソケット型に表層する
7レキシプルジヨイントは、ジヨイント本体lの1】方
向の略中央に段差9を設けた短寸の円管体で、その段差
部9にU状溝2をJJ!設する。U状溝はジヨイント本
体の小径側端部12寄りに設けかつジヨイント本体の大
径側端部11内周に軟質の止水パツキン5を埋込状に突
環設し、小径側の端部12外周に止水パツキン5を埋込
状に突壌設する。高張カバンドアはジヨイント本体の大
径側端部11に止水パツキン5に対応して設け、その手
段として特許請求の範囲第2項〜第a項に記載したA凋
管の場合と同様゛J体体外外周強制嵌着、もしくは内部
に埋込状に環設する。本IA発明のB型の7し午シプル
ジョイントのノ越工手段としては第7図で示すように、
ジヨイント本体の大径側端部it側にオスW−aを挿入
し、小径側端部12側にメスgbを外嵌して管体aSb
をジヨイントする。この場合ジヨイント端部12はメス
管に差込んで密嵌され、メス管すのソナット部b′ が
ジヨイント本体に対し高張カバンドアの機能を果す。
The design of the soft packing may be changed as appropriate. 5.5 is a soft water-stop packing provided with an embedded protrusion on the inner periphery of the joint body 6.6 on both ends of the joint body a.
In the embodiment, the protruding portion that acts as a water stopper on the outer periphery is protruded by 1ψ in an arc shape, but the design may be modified to suit the shape of the sawtooth pond. The material rt and °C are
Natural rubber with a strong reaction force, synthetic wood, or expansion rubber that expands in volume when in contact with water may be used.
It is a corrosion-resistant and strong stainless steel ring with a high-tensile band that is forcibly fitted around the outer periphery. ? In addition to the i6 tension cover band binding, a plastic material may also be used. The band is made of paper that is slightly smaller than the outer diameter of the joint! i! 11 system taX reinforces the water-stop action of the water-stop backing 5, and also strengthens the 'lZ body of the joint body.
t (reinforcing the tightness 41 force). Figure 6 shows another example of the tension band, which is embedded in the joint book F, and when using the Kinke 14 band. The assembly has the advantage of preventing corrosion and improving durability, as well as preventing the band from falling off due to a decline in the ability of external bolts or the band itself.
In addition to the d-shaped body, one or more twisted sea lions or rondo bodies (not shown in the figure, 1.i) may be lowered or buried. 8 is U-shaped ^
The sponge outer cover that fits into the U-shaped groove prevents the U-shaped groove from becoming clogged with mud and gravel, thereby preventing the end of the U-shaped groove from becoming buffered and reducing the load-absorbing function. Therefore, if the fitting body is the above-mentioned U
Shaped groove machine IiFk Sponge that does not deteriorate k part 1
Next, we will explain the foundation of the Bf:J joint shown in Fig. 7 as a row of planted fruits as described in Section 5 of ILII of the 1st request for that soft elastic body. The 7 lexipul joint, which has a socket-shaped surface made of male RFA and female pipes, is a short cylindrical body with a step 9 provided approximately in the center of the joint body l in the 1] direction, and the step 9 has a U-shape. JJ groove 2! Set up The U-shaped groove is provided near the small-diameter end 12 of the joint body, and a soft water-stop packing 5 is embedded in a protruding ring on the inner periphery of the large-diameter end 11 of the joint body. A water-stop gasket 5 is protruded in an embedded manner on the outer periphery. The high-tension tube door is provided at the large-diameter end 11 of the joint main body in correspondence with the water-stop gasket 5, and as a means for that purpose, it is a J body similar to the case of the A-type tube described in claims 2 to a. Forcibly fit around the outside of the body, or implanted in a ring inside the body. As shown in Fig. 7, the construction means for the B-type 7-hour sipple joint of the present IA invention is as shown in Fig. 7.
Insert the male W-a into the large-diameter end it side of the joint body, and fit the female gb into the small-diameter end 12 side to form the pipe body aSb.
join. In this case, the joint end 12 is inserted into the female pipe and is tightly fitted, and the sonut portion b' of the female pipe serves as a hypertonic cover door for the joint body.

又B型の場合瞬り合う管体の接合はオスlJaはジヨイ
ント本体の段差部9内周に、メス旨すはジヨイント本体
の小径側口部側聞に接合し管体どうしの衝突を防止する
。U状溝2に嵌着する軟質弾性体8は施工状況に応じ適
宜実施する。lU状状溝止水バッキング、A張力バンド
の作用はA型の継手部の場合と同様である◎ 以上詳述した様に本願発明唸上述のm Ili作用を備
えた地中に埋設する管体継手部に使用するフレキシブル
ジヨイントであり、短寸円管状のジヨイント本体を硬質
弾性材で11#成し、全体として圧縮及び引張、変形と
屈曲に対して追従する弾性機能を与えるもので、継手部
の両や合う管体の衝突、抜は夫9、曲げを41摘、吸収
、低減させて継手部管体の毀損、亀裂を防止し、併せて
止水効果を図る4rmな効果を有するものであるのそし
て従来のこの櫨ジョイン) fl造体に比してすぐれた
特長、効果は本wR発明の新規な信造に因るものであり
、これを列記すれば、−先づ第1に7レキシプルジヨイ
ントの略中央外周にU状錦2を撮設することにより継手
部を体に負荷される圧縮力及び引張力による変形屈曲圧
を十分吸収、4a衝する機能が従来のジヨイント構造に
比し一段と昂められたものでジヨイント本体、IF体共
に無理な応力を生ぜしめることがない。
In addition, in the case of type B, the male lJa is connected to the inner periphery of the stepped part 9 of the joint body, and the female lja is connected to the side of the small-diameter mouth of the joint body to prevent collisions between the tube bodies. . The soft elastic body 8 that fits into the U-shaped groove 2 is suitably installed depending on the construction situation. The functions of the U-shaped groove water stop backing and the A tension band are the same as those of the A-type joint. As detailed above, the present invention provides a pipe body buried underground with the above-mentioned function. This is a flexible joint used in joints.The short circular tubular joint body is made of 11mm hard elastic material, and the whole joint has an elastic function that follows compression, tension, deformation, and bending. It has a 4rm effect that prevents damage and cracks in the joint pipe body by absorbing and reducing collisions, disconnections, and bending of both sides of the joint and mating pipe bodies, and also provides a water-stopping effect. The superior features and effects compared to the conventional fl structure are due to the novel structure of this wR invention, and if we list them, - First of all, 7 By installing a U-shaped brocade 2 around the center of the lexiple joint, the joint part can sufficiently absorb the deformation and bending pressure caused by the compressive force and tensile force applied to the body. It is much improved compared to , and does not cause unreasonable stress on either the joint body or the IF body.

第2にジヨイント本体の端部外周もしくはジヨイント本
体内に高張カバンドアを強制嵌着もしくは埋込むことに
より、止水バッキング5の継手部管体への緊締密着力が
大+9に強化されジヨイント本体と管体とが離脱するこ
とがなくU状溝4fl造の@能が100%発揮されるも
のであるn又f賂内部の水圧の作用によってジヨイント
本体が膨張して止水バッキングと冴体との同に隙間が生
ずる難点を完全に抑止する止水効果を俯えている。
Second, by forcibly fitting or embedding the high-tension cover door on the outer periphery of the end of the joint body or inside the joint body, the tight adhesion of the water-stop backing 5 to the pipe body of the joint part is strengthened to +9, and the joint body and pipe are strengthened. The joint body is expanded by the action of water pressure inside the U-shaped groove, and the joint body is expanded by the action of the water pressure inside the joint, and the water-stop backing and the body are the same. We are proud of its water-stopping effect, which completely prevents the problem of gaps in the water.

第8に本願発明の施工上の特長としては、第8図の如く
固定状に欝築されたマンホール18に直結する管体の継
手部ジヨイントとしてマンホールと管路が相対的に異な
る沈下作用によって池の施工場所よりも毀損亀裂を生じ
易い部位の管継手用ジヨイントとして特に有効である〇 第4に前述した如くジヨイント本体の471造としては
実雄例の如く短錆維入シの硬質ゴムが趨しているが、そ
の素材と【、てタイヤ製造時の加工屑や廃タイヤを再生
すれば省資源に寄与するばかりでなく、不発1シj品の
生産早価を大I K九1減することとなり、ユーザーに
安価に提供で古るのでその経済性、実用性は顕著である
Eighth, as a construction feature of the present invention, as shown in Fig. 8, the joint of the pipe body is directly connected to the manhole 18 constructed in a fixed manner, so that the manhole and the pipe line have relatively different sinking effects, so that the pond can be easily removed. It is particularly effective as a joint for pipe fittings in areas where damage and cracks are more likely to occur than in the construction site.Fourthly, as mentioned above, the 471 construction of the joint body is made of hard rubber with short rust penetration, as in the actual example. However, if the raw materials and processed scraps from tire manufacturing and waste tires are recycled, it will not only contribute to resource conservation, but also reduce the initial production cost of unexploded products by 91%. Therefore, its economic efficiency and practicality are remarkable because it can be provided to users at a low cost.

同本願発明の課には解決に当っては、多くの屈曲テスト
を行った。その結果ジヨイント端部の止水パツキン5は
肋張カバンドアの鷲締力によって例えば第9図の如く2
50φのヒユーム管継手部の曲げ角度10度に対しl 
kg  の雪路内水圧がかか9ても漏水が与られず、又
管外周を滑動して抜けさる現象もみりれなりった0他方
U状r+’92部分が狙い通り緩衝、吸収機能を発揮す
るため曲げ等による止水機能の低下は全く与られなかっ
た。すなわらジ日インド外局に施したU状tiaと高張
カパンドのli m m造がそれぞれの機能、作用を十
分発揮するジヨイント製品であることが立証されたn
In solving this problem, many bending tests were conducted in the section of the present invention. As a result, the water-stop gasket 5 at the end of the joint is tightened by the tightening force of the rib cage door, for example, as shown in Fig. 9.
l for a bending angle of 10 degrees for a 50φ Huume pipe joint.
Even when the water pressure inside the snowy road was applied to 9 kg, there was no leakage, and the phenomenon of water sliding around the outer circumference of the pipe and coming out was also observed.On the other hand, the U-shaped r+'92 part had the buffering and absorbing function as intended. Because of this, there was no deterioration in the water-stopping function due to bending or the like. In other words, it has been proven that the U-shaped tia and hypertonic rim construction applied to the Japan-India Foreign Office are joint products that fully demonstrate their respective functions and effects.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は管体の継手部を示すA型の断ff1t図、第2
図は同じくB型の断面図、第8図はA型継手管に用いる
本願発明の実施例を示す断面図、第4図は同学断面正面
図、第5図は第8図の施工例を示す一部破断全体図、第
6図は高張力バンドの他の実施例断面図、第7図はB型
継手管に用いる本願発明の他の実施例を示す断面図、第
8図は本願発明の凪工上の!特長を示す使用例vLP!
図、第9図は屈曲テストを示す継手部の断面図、図中1
はフレ牛シプルジロイント本体、2はU状n18は接合
突部、4は軟質バッキング、5は止水バッキング、7は
篩張カパンド、8はスポンジ製表着体、9は段差部、1
1は大径側ジヨイント端部、12線小径側ジヨイント端
部を夫々示す。 出願代理人 弁纏士  石 井   *箆1図 第2図 第3図 第7図
Figure 1 is a cross-sectional ff1t diagram of type A showing the joint part of the pipe body, Figure 2
The figure is a sectional view of the B type, FIG. 8 is a sectional view showing an embodiment of the present invention used for an A type joint pipe, FIG. 4 is a sectional front view of the same, and FIG. A partially broken overall view, FIG. 6 is a sectional view of another embodiment of the high tension band, FIG. 7 is a sectional view showing another embodiment of the present invention used for a B-type joint pipe, and FIG. 8 is a sectional view of another embodiment of the present invention. On Nagiko! Usage example vLP showing the features!
Figure 9 is a cross-sectional view of the joint showing the bending test, 1 in the figure.
2 is the U-shaped n18 joint protrusion, 4 is the soft backing, 5 is the water-stop backing, 7 is the sieve cover, 8 is the sponge outer cover, 9 is the stepped part, 1
1 indicates the joint end on the large diameter side, and 12 indicates the joint end on the small diameter side, respectively. Application agent: Attorney Ishii *Figure 1, Figure 2, Figure 3, Figure 7

Claims (7)

【特許請求の範囲】[Claims] (1)  地中に埋設する筐体継手部に嵌着する円管状
の弾性ジヨイントにおいて、硬質弾性材で構成したジヨ
イント本体の内1.’11面中央部に環設した接合矢部
に対応して、その外周面にU状l椰を環設し、かつジヨ
イント本体の両端内周に突出状に埋込んだ止水バッキン
グに対応してそれぞれ高張力バンドをジヨイント本体に
設けてなることを特徴とするR継手用フレキンプルジヨ
イント。
(1) In a circular tube-shaped elastic joint that fits into a housing joint part buried underground, 1. of the joint body made of a hard elastic material. '11 Corresponding to the joint arrow provided in the center, a U-shaped l is provided on the outer peripheral surface thereof, and corresponding to the water-stop backing embedded in the inner periphery of both ends of the joint body in a protruding manner. Flexible pull joints for R joints each characterized by a high tension band provided on the joint body.
(2)特許67J求の範囲第1項記載の高張カッくンド
をジヨイント本体外周に緊締嵌着してなること?、%徴
とするtJ M手用7レキシプルジヨイント。
(2) Scope of Patent No. 67J: The hypertension cut described in item 1 is tightly fitted to the outer periphery of the joint body? , 7 lexi pull joint for tJ M hand.
(3)  特許請求の範囲第1fjlit!載の高張カ
ッくンドをジヨイント本体にaffしてなることを特徴
とする″vf継手用7レキプルジヨイント。
(3) Claim 1 fjlit! This is a 7 reciprocating joint for ``VF joints'', which is characterized by the above-mentioned high-tension joint being attached to the joint body.
(4)l特許請求の範囲第1項記載のU状溝にその作用
を低下させない範囲の伏質弾性体を嵌着してなることを
特徴とする管継手用7レキシプルジヨイント。
(4) A 7 lexiple joint for a pipe joint, characterized in that the U-shaped groove according to claim 1 is fitted with an elastic body within a range that does not reduce its effect.
(5)  JtIX中に埋設する管体継手部に嵌着する
円管状の弾性ジヨイントにおいて、硬質弾性材で構成し
たジヨイント本体を、その幅中央部より巾方向に段差全
段けた円管に構成し、前記段着部外周にU状溝を猿股し
、かつジヨイント本俸の大径側端部内周と、小径側端部
外周に止水バッキングを突出状に埋込むと共に前記大径
側端部内周の止水バッキングに対応してrh張カバンド
をジヨイント本体に設けてなることを特徴とする87継
手用7し午シプルジョイント。
(5) In the circular tube-shaped elastic joint that fits into the tube joint part buried in JtIX, the joint body made of a hard elastic material is configured as a circular tube with all steps in the width direction from the center of the width. , a U-shaped groove is formed on the outer periphery of the stepped part, and a water-stop backing is protrudingly embedded in the inner periphery of the large-diameter end and the outer periphery of the small-diameter end of the joint, and the inner periphery of the large-diameter end is This is a 7-way shipple joint for 87 joints, which is characterized by having an rh tension cover band on the joint body in response to water-stop backing.
(6)特許lll1I求の範囲第5項記載の高張力バン
ドをジヨイント本体外周に緊締嵌着してILることを特
徴とするW継手用7レキシプルジヨイント。
(6) Scope of Patent Claims A 7 lexiple joint for a double-joint, characterized in that the high tension band described in item 5 is tightened and fitted around the outer periphery of the joint body.
(7)特許請求の範囲第5項記載の高張カパンドをジヨ
イント本体にIM設してなることを特徴とするf継手用
フレキプルジヨイント。
(7) A flexible pull joint for an f-joint, characterized in that the high-tension coupler described in claim 5 is installed IM in the joint body.
JP16103982A 1982-09-17 1982-09-17 Flexible joint for pipe joint Pending JPS5950291A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16103982A JPS5950291A (en) 1982-09-17 1982-09-17 Flexible joint for pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16103982A JPS5950291A (en) 1982-09-17 1982-09-17 Flexible joint for pipe joint

Publications (1)

Publication Number Publication Date
JPS5950291A true JPS5950291A (en) 1984-03-23

Family

ID=15727431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16103982A Pending JPS5950291A (en) 1982-09-17 1982-09-17 Flexible joint for pipe joint

Country Status (1)

Country Link
JP (1) JPS5950291A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01135288U (en) * 1988-03-11 1989-09-14
JPH0714854U (en) * 1993-08-27 1995-03-14 秀文 小金井 Feces treatment tool

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01135288U (en) * 1988-03-11 1989-09-14
JPH0449430Y2 (en) * 1988-03-11 1992-11-20
JPH0714854U (en) * 1993-08-27 1995-03-14 秀文 小金井 Feces treatment tool

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