JPS6114780Y2 - - Google Patents

Info

Publication number
JPS6114780Y2
JPS6114780Y2 JP2836382U JP2836382U JPS6114780Y2 JP S6114780 Y2 JPS6114780 Y2 JP S6114780Y2 JP 2836382 U JP2836382 U JP 2836382U JP 2836382 U JP2836382 U JP 2836382U JP S6114780 Y2 JPS6114780 Y2 JP S6114780Y2
Authority
JP
Japan
Prior art keywords
socket
annular groove
pipe
sealing material
step surface
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.)
Expired
Application number
JP2836382U
Other languages
Japanese (ja)
Other versions
JPS58130189U (en
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 filed Critical
Priority to JP2836382U priority Critical patent/JPS58130189U/en
Publication of JPS58130189U publication Critical patent/JPS58130189U/en
Application granted granted Critical
Publication of JPS6114780Y2 publication Critical patent/JPS6114780Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、既設管内に新管を挿入して配管する
パイプインパイプ工法に適用される管継手に関す
る。
[Detailed Description of the Invention] The present invention relates to a pipe joint that is applied to a pipe-in-pipe construction method in which a new pipe is inserted into an existing pipe.

パイプインパイプ工法においては、管路の能力
をできるだけ低下させないために、既設管路に挿
入し得る範囲で可能な限り大きな口径の新管を用
いるのが好ましい。そのためには、最大外径を与
える受口の外径を口径に対してできるだけ小さく
すればよいが、受口の外径は口径に対応したシー
ル材の大きさによつて決定されるため、従来は受
口の外径を所定の限度よりも小さくすることはで
きなかつた。
In the pipe-in-pipe construction method, it is preferable to use a new pipe with the largest possible diameter that can be inserted into the existing pipe in order to prevent the capacity of the pipe from decreasing as much as possible. To achieve this, the outer diameter of the socket that provides the maximum outer diameter should be made as small as possible compared to the bore diameter, but since the outer diameter of the socket is determined by the size of the sealing material that corresponds to the bore diameter, conventional It was not possible to reduce the outer diameter of the socket below a predetermined limit.

受口の外径を小さくするためには、これに応じ
てシール材を小さくすればよいものであるが、シ
ール材を小さくすると継手部の緊密性、受口と挿
口の一体性等が低下して問題が生じる。また、受
口の外径を小さくした場合において、挿口が受口
から抜出するのを阻止するためのいわゆる離脱防
止機能を与えようとすると、それに応じた離脱防
止構造が特別に必要となる。
In order to reduce the outer diameter of the socket, it is possible to reduce the size of the sealing material accordingly, but if the sealing material is made smaller, the tightness of the joint and the integrity of the socket and insertion port will deteriorate. A problem arises. In addition, when the outer diameter of the socket is reduced, if a so-called detachment prevention function is to be provided to prevent the socket from being pulled out from the socket, a special detachment prevention structure will be required. .

そこで本考案は、小さいシール材を用いながら
も所定のシール面圧が得られ、かつ離脱防止構造
をも備えたうえで、受口外径を小さくできるパイ
プインパイプ工法用管継手を提供することを目的
とするものである。
Therefore, the present invention aims to provide a pipe joint for pipe-in-pipe construction that can obtain a predetermined seal surface pressure while using a small sealing material, has a detachment prevention structure, and can reduce the outer diameter of the socket. This is the purpose.

このため本考案は、管受口内面に、受口開口端
近傍に形成された第1の環状溝を設けるととも
に、この第1の環状溝と受口の奥端段面との間で
かつこの奥端段面から所定距離だけ離れた位置
に、受口開口端側の管径方向の受け段面と、管軸
方向の周底面と、受け段面に対向する押圧段面と
を有した第2の環状溝とを設け、前記第1の環状
溝内にロツクリングを設けるとともに、前記第1
の環状溝内から受口壁を貫通するねじ穴に外側か
ら螺合進入され、壁内に没した状態で前記ロツク
リングを挿口外周の環状凹部に係合させる頭無し
ボルトを設け、かつ、挿口外周と受口内周とをシ
ールするシール材とこのシール材の押圧装置と
を、シール材を受け段面に当接させるとともに押
圧装置を押圧段面に当接させて前記第2の環状溝
内に設けたものである。
For this reason, the present invention provides a first annular groove formed near the opening end of the socket on the inner surface of the pipe socket, and a space between the first annular groove and the step surface at the rear end of the socket. At a position separated by a predetermined distance from the back end step surface, there is provided a receiving step surface in the pipe radial direction on the socket opening end side, a circumferential bottom surface in the tube axis direction, and a pressing step surface facing the receiving step surface. a lock ring is provided in the first annular groove, and a lock ring is provided in the first annular groove;
A headless bolt is provided which is screwed from the outside into a screw hole penetrating the socket wall from the annular groove of the socket, and engages the locking ring with the annular recess on the outer periphery of the socket in a state of being sunk in the wall. A sealing material for sealing the outer periphery of the mouth and an inner periphery of the socket and a pressing device for this sealing material are brought into contact with the receiving step surface of the sealing material, and the pressing device is brought into contact with the pressing step surface to form the second annular groove. It is set up inside.

したがつて、押圧装置によりシール材を第2の
環状溝の受け段面に向けて押圧し圧縮するもので
あるため、シール材を小さくできるにもかかわら
ず所定の面圧を得ることができて継手部の緊密
性、受口と挿口の一体性等を確保することがで
き、しかも押圧装置はシール材のみを押圧するも
のであるため、より確実な押圧力をシール材に与
えることが可能である。また、受口の第1の環状
溝内に、挿口外周の環状凹部に係合するロツクリ
ングを設けたため、パイプインパイプ工法におけ
る既設管内に新管を押込む際に、挿口側からの押
込力を、環状凹部、ロツクリングおよび第1の環
状溝を介して確実に受口に伝達することができ
る。かつ離脱防止構造を薄肉受口壁の内方に収容
することができるため、受口外径を小さくするこ
とが可能となつて、パイプインパイプ工法におけ
る挿入新管の口径を大きなものとすることができ
る。また第2の環状溝を受口奥端段面から所定距
離だけ離れた位置に設けたため、その分だけ継手
の伸縮性を向上することができる。
Therefore, since the sealing material is pressed and compressed by the pressing device toward the receiving step surface of the second annular groove, a predetermined surface pressure can be obtained even though the sealing material can be made smaller. It is possible to ensure the tightness of the joint and the integrity of the socket and insertion port, and since the pressing device only presses the sealing material, it is possible to apply a more reliable pressing force to the sealing material. It is. In addition, a locking ring that engages with the annular recess on the outer periphery of the socket is provided in the first annular groove of the socket, so when pushing a new pipe into an existing pipe in the pipe-in-pipe construction method, it is difficult to push from the socket side. Force can be reliably transmitted to the socket via the annular recess, the lock ring and the first annular groove. In addition, since the detachment prevention structure can be housed inside the thin wall of the socket, the outer diameter of the socket can be reduced, and the diameter of the new pipe inserted in the pipe-in-pipe construction method can be increased. can. Further, since the second annular groove is provided at a position a predetermined distance away from the stepped surface at the rear end of the socket, the elasticity of the joint can be improved by that amount.

以下、本考案の一実施例を図面にもとづいて説
明する。図面において、1は管本体2の受口、3
は管本体4の挿口である。両管本体2,4の内面
には、セメントライニング5,6が施されてい
る。
Hereinafter, one embodiment of the present invention will be described based on the drawings. In the drawing, 1 is the socket of the tube body 2, 3
is the insertion port of the tube body 4. Cement linings 5, 6 are provided on the inner surfaces of both tube bodies 2, 4.

受口1の開口端近傍内面には環状溝7が形成さ
れており、この環状溝7には、周方向ひとつ割り
でかつ縮径付勢力を有するロツクリング8が嵌入
されている。また、このロツクリング8は、挿口
3の外面に設けられた幅広の環状凹部9内に位置
している。10は環状溝7内から受口1の壁を貫
通して形成されたねじ穴である。11は、このね
じ穴10に外側から螺合進入され、壁内に没した
状態でロツクリング8を縮径状態に保持し、環状
凹部9の両側壁からなる段部9a,9bに係合可
能にさせる頭無しボルトである。
An annular groove 7 is formed on the inner surface near the open end of the socket 1, and a lock ring 8 that is split into one piece in the circumferential direction and has a diameter reducing force is fitted into this annular groove 7. Further, this lock ring 8 is located within a wide annular recess 9 provided on the outer surface of the socket 3. 10 is a screw hole formed from inside the annular groove 7 through the wall of the socket 1. 11 is screwed into this screw hole 10 from the outside, holds the lock ring 8 in a reduced diameter state while recessed in the wall, and is capable of engaging with stepped portions 9a and 9b formed on both side walls of the annular recess 9. It is a headless bolt.

環状溝7と奥端段面12との間でかつ奥端段面
12から所定距離だけ離れた位置における受口1
内面には、受口1の開口端側の受け段面13と、
周底面14と、受け段面13に管軸方向に対向す
る押圧段面15とで囲まれた環状溝16が形成さ
れている。環状溝16内には、挿口3外周と受口
1の周底面14とをシールする比較的小さなシー
ル材17と、このシール材17の押圧装置18と
が、シール材17を受口1の開口端側に位置させ
て、すなわちシール材17が受け段面13に当接
した状態で配設されている。19は、周底面14
において受け段面13から適当距離あけて突設さ
れた環状突部であり、シール材17の外周に形成
された環状凹部20に嵌入係合するように構成さ
れている。押圧装置18は、周方向ひとつ割りの
押輪21と、この押輪21に周方向適当間隔おき
に管軸方向に螺着された押ねじ22とからなり、
押ねじ22の頭部は押圧段面15に当接してい
る。したがつて、押ねじ22を回すことによりシ
ール材17を押圧可能となるものである。
A socket 1 at a position between the annular groove 7 and the back end step surface 12 and a predetermined distance away from the back end step surface 12.
The inner surface includes a receiving step surface 13 on the open end side of the socket 1;
An annular groove 16 is formed surrounded by a circumferential bottom surface 14 and a pressing step surface 15 facing the receiving step surface 13 in the tube axis direction. Inside the annular groove 16, there is a relatively small sealing material 17 that seals the outer periphery of the socket 3 and the circumferential bottom surface 14 of the socket 1, and a pressing device 18 for this sealing material 17 pushes the sealing material 17 into the socket 1. The seal member 17 is disposed on the open end side, that is, in a state in which the sealing material 17 is in contact with the receiving step surface 13 . 19 is the peripheral bottom surface 14
It is an annular protrusion protruding from the receiving step surface 13 at an appropriate distance, and is configured to fit into an annular recess 20 formed on the outer periphery of the sealing material 17 . The pressing device 18 consists of a pressing ring 21 divided into circumferential parts, and pressing screws 22 screwed into the pressing ring 21 at appropriate intervals in the circumferential direction in the tube axis direction.
The head of the set screw 22 is in contact with the pressing step surface 15. Therefore, by turning the push screw 22, the sealing material 17 can be pressed.

環状溝16と奥端段面12との間における受口
1の内周には、挿口3外周に若干の間隙をあけて
遊嵌する内径を有しかつ受口1の奥側に向かつて
漸次内径が増加するテーパ面23が形成されてい
る。24は挿口3の先端外周に形成された挿入テ
ーパ面である。
The inner periphery of the socket 1 between the annular groove 16 and the step surface 12 at the back end has an inner diameter that fits loosely around the outer periphery of the socket 3 with a slight gap, and a groove facing toward the back side of the socket 1. A tapered surface 23 whose inner diameter gradually increases is formed. 24 is an insertion tapered surface formed on the outer periphery of the tip of the insertion port 3.

上記構成において、管本体2,4を接合する際
には、まず環状溝16内にシール材17と押圧装
置18とを、シール材17を受口1の開口端側に
位置させかつその環状凹部20に環状突部19を
嵌入させて配置するとともに、環状溝7にロツク
リング8を預け入れる。
In the above configuration, when joining the tube bodies 2 and 4, first place the sealing material 17 and the pressing device 18 in the annular groove 16, positioning the sealing material 17 on the open end side of the socket 1, and positioning the sealing material 17 in the annular recess. The annular protrusion 19 is fitted into the annular groove 20 and the lock ring 8 is deposited into the annular groove 7.

次に、挿口3の外周に濃い石鹸水等の滑剤塗布
し、挿入テーパ面24が、シール材17を圧縮し
ながら、仮想線で示すようにシール材17の内周
を通過する迄受口1内に挿入する。このようにシ
ール材17の受口1外周への嵌合が確保された状
態において、押圧装置18の押ねじ22を回して
押輪21から螺出させ、もつてシール材17を圧
縮させて所定のシール面圧を発生させる。こうし
て、小さなシール材17を用いながら、口径に対
応した大きなシール材を用いたのと同等のシール
面圧および受口1と挿口3の間の一体性が確保さ
れる。
Next, a lubricant such as thick soapy water is applied to the outer periphery of the socket 3, and the insertion tapered surface 24 compresses the sealing material 17 until it passes through the inner periphery of the sealing material 17 as shown by the imaginary line. Insert within 1. With the sealing material 17 secured to fit around the outer periphery of the socket 1 in this way, the set screw 22 of the pressing device 18 is turned to screw it out from the pressing ring 21, thereby compressing the sealing material 17 to a predetermined level. Generates seal surface pressure. In this way, although the small sealing material 17 is used, the same sealing surface pressure and the same integrity between the socket 1 and the socket 3 as when using a large sealing material corresponding to the diameter are ensured.

その後、挿口3を図示の位置迄挿入し、頭無し
ボルト11をねじ穴10にねじ込んで、ロツクリ
ング8を段部9a,9bに係合可能な縮径状態に
保持させる。
Thereafter, the socket 3 is inserted to the illustrated position, and the headless bolt 11 is screwed into the screw hole 10 to hold the lock ring 8 in a reduced diameter state in which it can engage with the stepped portions 9a and 9b.

以上述べたように本考案によると、押圧装置に
よりシール材を第2の環状溝の受け段面に向けて
押圧し圧縮するものであるため、シール材を小さ
くできるにもかかわらず所定の面圧を得ることが
できて継手部の緊密性、受口と挿口の一体性等を
確保することができ、しかも押圧装置はシール材
のみを押圧するものであるため、より確実な押圧
力をシール材に与えることが可能である。また、
受口の第1の環状溝内に、挿口外周の環状凹部に
係合するロツクリングを設けたため、パイプイン
パイプ工法における既設管内に新管を押込む際
に、挿口側からの押込力を、環状凹部、ロツクリ
ングおよび第1の環状溝を介して確実に受口に伝
達することができる。かつ離脱防止構造を薄肉受
口壁の内方に収容することができるため、受口外
径を小さくすることができ、パイプインパイプ工
法における新管の口径を大きくできて管路の能率
を低下を防止できる。のみならず、シール部の環
状溝は奥端段面から所定距離だけ離れた位置に形
成されていることから、継手部の伸び代はシール
材および押圧装置の影響を受けずに任意に設定で
きるため、挿口外周の環状凹部の幅を大きくすれ
ば伸縮量を大きくとれて十分な耐振性を得ること
ができる。また、たとえば上記実施例のようにシ
ール部の環状溝と奥端断面との間における受口内
周を、受口の奥側に向かつて漸次内径が増加する
テーパ面に形成すれば、継手部は可撓性を有する
ことになり、既設管の曲りに充分追随できて円滑
な新管挿入が可能となつて、パイプインパイプ工
法の作業性を向上できる。
As described above, according to the present invention, the sealing material is pressed and compressed by the pressing device toward the receiving step surface of the second annular groove, so even though the sealing material can be made smaller, the predetermined surface pressure cannot be maintained. This ensures the tightness of the joint, the integrity of the socket and the insertion port, etc. Moreover, since the pressing device presses only the sealing material, a more reliable pressing force can be applied to the seal. It is possible to give it to wood. Also,
A locking ring that engages with the annular recess on the outer periphery of the socket is provided in the first annular groove of the socket, so when pushing a new pipe into an existing pipe in the pipe-in-pipe construction method, the pushing force from the socket side is reduced. , the annular recess, the locking ring, and the first annular groove. In addition, since the detachment prevention structure can be housed inside the thin wall of the socket, the outside diameter of the socket can be reduced, and the diameter of the new pipe in the pipe-in-pipe construction method can be increased, reducing the efficiency of the pipeline. It can be prevented. In addition, since the annular groove of the seal part is formed at a predetermined distance from the back end step surface, the extension of the joint part can be set arbitrarily without being affected by the seal material and pressing device. Therefore, by increasing the width of the annular recess on the outer periphery of the socket, the amount of expansion and contraction can be increased and sufficient vibration resistance can be obtained. For example, if the inner periphery of the socket between the annular groove of the seal part and the back end section is formed into a tapered surface whose inner diameter gradually increases toward the back of the socket as in the above embodiment, the joint part can be Since it has flexibility, it can sufficiently follow the bending of the existing pipe, allowing smooth insertion of a new pipe, and improving the workability of the pipe-in-pipe construction method.

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

図面は本考案の一実施例を示す縦断面図であ
る。 1……受口、3……挿口、7……環状溝、8…
…ロツクリング、9……環状凹部、10……ねじ
穴、11……頭無しボルト、12……奥端段面、
16……環状溝、17……シール材、18……押
圧装置。
The drawing is a longitudinal sectional view showing an embodiment of the present invention. 1...Socket, 3...Socket, 7...Annular groove, 8...
... Lock ring, 9 ... Annular recess, 10 ... Screw hole, 11 ... Headless bolt, 12 ... Rear end stepped surface,
16... Annular groove, 17... Seal material, 18... Pressing device.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 管受口内面に、受口開口端近傍に形成された第
1の環状溝を設けるとともに、この第1の環状溝
と受口の奥端段面との間でかつこの奥端段面から
所定距離だけ離れた位置に、受口開口端側の管径
方向の受け段面と、管軸方向の周底面と、受け段
面に対向する押圧段面とを有した第2の環状溝を
設け、前記第1の環状溝内にロツクリングを設け
るとともに、前記第1の環状溝内から受口壁を貫
通するねじ穴に外側から螺合進入され、壁内に没
した状態で前記ロツクリングを挿口外周の環状凹
部に係合させる頭無しボルトを設け、かつ、挿口
外周と受口内周とをシールするシール材とこのシ
ール材の押圧装置とを、シール材を受け段面に当
接させるとともに押圧装置を押圧段面に当接させ
て前記第2の環状溝内に設けたことを特徴とする
パイプインパイプ工法用管継手。
A first annular groove formed near the opening end of the socket is provided on the inner surface of the pipe socket, and a groove is formed between the first annular groove and the stepped surface at the far end of the socket and at a predetermined distance from the stepped surface at the far end. A second annular groove having a receiving step surface in the pipe radial direction on the socket opening end side, a circumferential bottom surface in the tube axis direction, and a pressing step surface facing the receiving step surface is provided at a position separated by a distance. , a lock ring is provided in the first annular groove, and the lock ring is inserted from the outside into a screw hole penetrating the socket wall from the first annular groove, and is recessed in the wall. A headless bolt is provided to engage with an annular recess on the outer periphery, and a sealing material for sealing the outer periphery of the socket and the inner periphery of the socket, and a pressing device for this sealing material are brought into contact with the receiving step surface, and A pipe joint for pipe-in-pipe construction, characterized in that a pressing device is provided in the second annular groove in contact with the pressing step surface.
JP2836382U 1982-02-26 1982-02-26 Pipe fittings for pipe-in-pipe construction method Granted JPS58130189U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2836382U JPS58130189U (en) 1982-02-26 1982-02-26 Pipe fittings for pipe-in-pipe construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2836382U JPS58130189U (en) 1982-02-26 1982-02-26 Pipe fittings for pipe-in-pipe construction method

Publications (2)

Publication Number Publication Date
JPS58130189U JPS58130189U (en) 1983-09-02
JPS6114780Y2 true JPS6114780Y2 (en) 1986-05-08

Family

ID=30040216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2836382U Granted JPS58130189U (en) 1982-02-26 1982-02-26 Pipe fittings for pipe-in-pipe construction method

Country Status (1)

Country Link
JP (1) JPS58130189U (en)

Also Published As

Publication number Publication date
JPS58130189U (en) 1983-09-02

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