JPH07127772A - Steel pipe fitting - Google Patents

Steel pipe fitting

Info

Publication number
JPH07127772A
JPH07127772A JP5276336A JP27633693A JPH07127772A JP H07127772 A JPH07127772 A JP H07127772A JP 5276336 A JP5276336 A JP 5276336A JP 27633693 A JP27633693 A JP 27633693A JP H07127772 A JPH07127772 A JP H07127772A
Authority
JP
Japan
Prior art keywords
sheath pipe
pipes
pipe
injection port
filler
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.)
Withdrawn
Application number
JP5276336A
Other languages
Japanese (ja)
Inventor
Yoshihiro Miyajima
義洋 宮嶋
Yukio Sasaki
行雄 佐々木
Kazuhiro Tanaka
和博 田中
Hiroyoshi Mashima
博義 真嶋
Yoshihisa Kayazono
義久 仮屋園
Ryuichi Kataoka
隆一 片岡
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.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
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 Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP5276336A priority Critical patent/JPH07127772A/en
Publication of JPH07127772A publication Critical patent/JPH07127772A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Joints With Sleeves (AREA)

Abstract

PURPOSE:To improve flexibility and sealing ability and to always secure stable water stop performance by inserting the end parts of both pipes to be connected to each other in the interior of a split type sheath pipe having a projection on the inside thereof, and then injecting low hardening liquid rubber through a filler injection port of the sheath pipe. CONSTITUTION:In order to connect a pair of opposite pipes 1, 2 to each other, the opposite end parts thereof are respectively inserted in the interior of an upper sheath pipe 3 and butted to each other. At this time, stopper projections 5 are respectively integrally fixed to both end parts of the upper sheath pipe 3, and rubber rings 6 are fitted to the insides thereof. A seal tape 7 is stuck to a gap formed by butting both main pipes 1, 2 to each other. Further, the upper sheath pipe 3 is connected to a lower sheath pipe 3'. A low hardening liquid rubber 4 is injected through a filler injection port 8 bored in the upper sheath pipe 3 between both stopper projections 5, and then the filler injection port 8 is closed by a tap 9. Thus, flexibility and sealing ability are improved, and stable water stop performance is always secured.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は配水鋼管継手に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water distribution pipe joint.

【0002】[0002]

【従来の技術】従来、配水管用の本管は継手あるいは溶
接により数m置きに溶接され、地下等に埋設しているも
のである。しかし、長期使用中に継手部が漏水を発生し
た場合には、送水を断水させた後、継手部材をカッター
等で切断して取外し、新しい部材と取替えしなければな
らず、その修理に多くの手間を要すると共に送水本管の
断水により、多くの需要者が困惑する場合も少なくな
い。これらの継手にはパッキン材が使用される。従来の
ゴム輪なるパッキン材を装着された継手は例えば、ゴム
輪の背面を押し輪を介してボルトで締めつけることによ
り、ゴム輪に均等な圧力を与え、受け口と押し口面に面
圧を発生させて水密性を保持させるものが良く知られて
いる。
2. Description of the Related Art Conventionally, main pipes for water distribution pipes are welded every several meters by joints or welding and are buried underground. However, if the joint section leaks water during long-term use, after cutting off the water supply, the joint member must be cut and removed with a cutter, etc., and replaced with a new member. It is not uncommon for many consumers to be embarrassed because it is time-consuming and the water supply mains are cut off. A packing material is used for these joints. A conventional fitting with a packing material that is a rubber ring, for example, tightens the back of the rubber ring with bolts through a push ring to apply uniform pressure to the rubber ring and generate surface pressure on the receiving port and the push face. It is well known that water-tightness is maintained by maintaining the watertightness.

【0003】また、図3は従来の管継手本体中に充填さ
れた硬化性の液状充填材の接着作用により管対管を接合
することを特徴とする管継手(特開昭56−55778
号公報)の断面図である。すなわち、図3に示すよう
に、本管1、2の突き合わせ部を外套管12で覆い、外
套管12の端部と管との間隙をシール材13でシール
し、外套管上部に設けられた注入孔14から硬化性の液
状充填材15を注入し、外套管12と本管1、2との間
隙に充填し、充填材の接着作用により、管対管を接合す
るというものである。
Further, FIG. 3 is a pipe joint characterized in that a pipe-to-pipe is joined by an adhesive action of a curable liquid filler filled in a conventional pipe joint body (Japanese Patent Laid-Open No. 56-55778).
FIG. That is, as shown in FIG. 3, the abutting portions of the main tubes 1 and 2 are covered with the outer tube 12, and the gap between the end of the outer tube 12 and the tube is sealed with the sealing material 13, and the upper tube is provided at the upper part of the outer tube. The curable liquid filler 15 is injected from the injection hole 14 to fill the gap between the outer tube 12 and the main tubes 1 and 2, and the tube-to-tube is joined by the adhesive action of the filler.

【0004】[0004]

【発明が解決しようとする課題】上述した特開昭56−
55778号公報にあっては、高硬度の充填材を使用す
るので、管の可撓性に劣っており、時によっては、シー
ル性が悪化する場合がある。また、充填材として、より
硬度の低いものを使用した場合は可撓性という面では向
上するが、逆に管内に水圧(通常、5kg/cm2 )が
掛かった時、充填材が破れ、あるいは流出してしまい、
シール切れが発生してしまうと言う問題がある。
DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention
In Japanese Patent No. 55778, since a high-hardness filler is used, the flexibility of the pipe is poor, and the sealing property may deteriorate depending on the case. Further, when a filler having a lower hardness is used as the filler, the flexibility is improved, but conversely, when water pressure (usually 5 kg / cm 2 ) is applied to the inside of the pipe, the filler breaks, or It leaked out,
There is a problem that the seal will be broken.

【0005】[0005]

【課題を解決するための手段】本発明は上記問題点に鑑
み、発明者らは鋭意開発を進めた結果、鞘管を複数割り
の分割型とし、ストッパーリングを使用した低硬度の充
填剤を使用することによって可撓性の良く、ストッパー
リングによって充填剤の流出を防止した作業性の良好な
鋼管継手を提供することを目的とする。その発明の要旨
とするところは連結すべき2本の管の端部を各々内側に
突起を有する分割型鞘管に内挿して突き合わせ、管と鞘
管間の管外周面に鞘管に設けられた充填剤注入口より低
硬度の液状ゴムを注入し、かつ、管と鞘管間の両端に該
液状ゴムの滲み出し、膨れ出し防止のためにゴムリング
を施すことにより、止水性を得ることを特徴とする鋼管
継手にある。
SUMMARY OF THE INVENTION In view of the above problems, the present invention has been made by the present inventors as a result of intensive development. As a result, a sheath tube is divided into a plurality of split types and a low hardness filler using a stopper ring is provided. An object of the present invention is to provide a steel pipe joint which is excellent in flexibility when used and has good workability in which the stopper ring prevents the filler from flowing out. The gist of the invention is that the ends of the two pipes to be connected are inserted into and abut against a split-type sheath pipe having projections on the inside, and the sheath pipe is provided on the outer peripheral surface between the pipes. A low hardness liquid rubber is injected from the filler injection port, and a rubber ring is provided at both ends between the pipe and the sheath pipe to prevent the liquid rubber from seeping out and swelling, thereby obtaining waterproofness. It is in a steel pipe joint.

【0006】[0006]

【作用】以下本発明について図面に従って詳細に説明す
る。図1は本発明に係る鋼管継手の全体断面図である。
図1において、本管1及び2を連結するために、この2
本の配管の端部を鞘管3に内挿して突き合わせる。この
場合に、鞘管3の両端部には、鞘管に一体型固定ストッ
パー突起5を設け、この内側にゴムリング6を鋼管円周
に嵌め込み、この嵌め込んだ各本管1及び2同志を突き
合わせる。そして本管1及び2を突き合わせた間隙にシ
ールテープ7を貼る。引続いて下側鞘管3´と上側鞘管
3をセットし、下側鞘管3´と結合する。この場合ゴム
リング6は注入した液状ゴムの滲み出し、膨れ出し防止
のためのストッパーとしての役目をする。しかも鞘管3
を複数割りの分割型とした構造を持ち、配管である本管
1及び2の両端に鞘管3をセットし、各端部の一体型固
定ストッパー突起5間に鞘管3に設けた充填剤注入口8
より、低硬化性液状ゴム4を注入した後、充填剤注入口
8よりの流出を防ぐために栓9によって充填剤注入口8
を塞ぐ。
The present invention will be described in detail below with reference to the drawings. FIG. 1 is an overall sectional view of a steel pipe joint according to the present invention.
In FIG. 1, in order to connect the main pipes 1 and 2, these 2
The ends of the book pipes are inserted into the sheath pipe 3 and abutted against each other. In this case, both ends of the sheath pipe 3 are provided with integral fixed stopper projections 5 on the sheath pipe, a rubber ring 6 is fitted inside the circumference of the steel pipe, and the fitted main pipes 1 and 2 are fitted together. Match. Then, the seal tape 7 is attached to the gap where the main tubes 1 and 2 are butted. Subsequently, the lower sheath tube 3'and the upper sheath tube 3 are set and connected to the lower sheath tube 3 '. In this case, the rubber ring 6 serves as a stopper for preventing the injected liquid rubber from seeping out and swelling out. Moreover, sheath tube 3
A filler having a structure in which the sheath pipe 3 is set at both ends of the main pipes 1 and 2 which are pipes, and is provided between the integrated fixed stopper protrusions 5 at each end. Inlet 8
After injecting the low-curable liquid rubber 4, the filler injection port 8 is closed by the plug 9 to prevent the liquid from flowing out of the filler injection port 8.
Close up.

【0007】また、本発明に使用する低硬度液状ゴムと
しては、注入性と粘度との関係から決める必要があるこ
とから、加硫剤、可塑剤、軟化剤、充填剤、耐老化剤な
どと共に目的に応じて自由に配合する。注入後常温で硬
化させる。その場合ハンドヒータなどで継手部を昇温さ
せ加熱硬化させてもかまわない。また、注入する液状ゴ
ム硬度はショアA硬度で2〜50°の範囲内の硬度で、
望ましくは5〜20°のものが可撓性良く望ましい。充
填剤の両端にストッパーリングを設けているので水圧が
掛かっても、充填剤が流出することがないし、また、鞘
管を複数割りに分割しているので、大径管でも重量が軽
く、作業性が良好であるし、断面が歪に成り易い大径管
でも容易にセットすることが出来る。更に、低硬度液状
ゴムを注入する前に鋼管外面及び鞘管内面にゴム専用プ
ライマーの塗布を施しても差仕えない。
Since the low hardness liquid rubber used in the present invention must be determined from the relationship between the injectability and the viscosity, it is used together with a vulcanizing agent, a plasticizer, a softening agent, a filler, an aging resistance agent and the like. Mix freely according to the purpose. After injection, cure at room temperature. In that case, the joint part may be heated and cured by heating with a hand heater or the like. The liquid rubber hardness to be injected is a hardness within a range of 2 to 50 ° in Shore A hardness,
Desirably, the one having 5 ° to 20 ° is desirable because of good flexibility. Since stopper rings are provided at both ends of the packing material, the packing material does not flow out even if water pressure is applied, and since the sheath tube is divided into multiple parts, the weight is light even for large diameter tubes It has good properties and can be easily set even for large diameter pipes whose cross-section tends to be distorted. Further, it is no problem to apply a rubber-specific primer to the outer surface of the steel pipe and the inner surface of the sheath pipe before injecting the low hardness liquid rubber.

【0008】図2は図1のX−Y断面図である。図2に
示すように、上側鞘管3と下側鞘管3´の2分割型とし
て、上下鞘管は上側フランジ10と下側フランジ10´
をボルト11にてボルト止めする。
FIG. 2 is a sectional view taken along line XY of FIG. As shown in FIG. 2, the upper and lower sheath tubes are an upper flange 10 and a lower flange 10 'as a two-piece type of an upper sheath tube 3 and a lower sheath tube 3'.
Bolt with bolt 11.

【0009】[0009]

【実施例】肉厚6.4mm、外径609.6mm、長さ
2000mmのスパイラル鋼管の先端に肉厚6.4m
m、外径619.6mm、長さ200mmの鞘管をスパ
イラル鋼管と鞘管のクリアランスhを20mmにして鞘
管に設けた一体型固定式ストッパー突起と鋼管1及び2
の端部に設けたゴムリングに受けて、各本管1及び2を
突き合わせた間隔にシールテープを貼った後、下側鞘管
と上側鞘管をセットし、この鞘管に設けた上側フランジ
と下側フランジをボルト止めした後充填剤注入口より充
填剤を注入し、加圧してゴムリングを押圧し、鞘管に設
けられた一体型固定式ストッパー突起に引っかかるよう
にする。その後常温で液状ゴムを硬化させた。その結
果、上記の鋼管継手の止水性試験を実施し、水圧20k
g/cm2の水を90分間流したところ、水漏れが皆無
で止水に優れていることが確認された。
Example: A spiral steel pipe having a wall thickness of 6.4 mm, an outer diameter of 609.6 mm and a length of 2000 mm is provided with a wall thickness of 6.4 m at the tip.
m, outer diameter 619.6 mm, length 200 mm sheath pipe provided in the sheath pipe with clearance h of the spiral steel pipe and the sheath pipe being 20 mm, and integral fixed stopper projections and steel pipes 1 and 2
After receiving a rubber ring provided at the end of each of the main pipes 1 and 2 and affixing the seal tape at the space where the main pipes 1 and 2 are butted against each other, the lower sheath pipe and the upper sheath pipe are set, and the upper flange provided on this sheath pipe After the lower flange is bolted, the filler is injected from the filler injection port and is pressed to press the rubber ring so that it is caught by the integral fixed stopper protrusion provided on the sheath tube. After that, the liquid rubber was cured at room temperature. As a result, the water stopping test of the above steel pipe joint was carried out, and the water pressure was 20k.
When g / cm 2 of water was flowed for 90 minutes, it was confirmed that there was no water leakage and that the water stopping was excellent.

【0010】[0010]

【発明の効果】以上述べたように、本発明による鋼管の
継手は、従来のような高硬度充填材を使用した場合の管
の可撓性悪化という問題もなく、又逆に低硬度充填材を
しようとした場合のシール切りの問題もなく、可撓性が
良く、かつシール性の良い、常に安定した水止性を確保
することが出来る。また、本管と鞘管との間に可撓性ゴ
ムを充填していることから、シール性がより向上し、し
かも鞘管を複数割りにしていることから大径管でも重量
が軽く、作業性が良く、断面が歪に成り易い大径管でも
容易にセットし易い等工業上極めて優れた効果を奏する
ものである。
As described above, the steel pipe joint according to the present invention does not have the problem of deterioration of flexibility of the pipe when a conventional high hardness filler is used, and conversely has a low hardness filler. There is no problem of cutting off the seal when trying to do so, and it is possible to secure stable water stopability with good flexibility and good sealing property. In addition, since the flexible rubber is filled between the main pipe and the sheath pipe, the sealing property is further improved, and since the sheath pipe is divided into multiple pieces, the weight is light even for large diameter pipes It has excellent properties and has industrially excellent effects such as easy setting even in a large-diameter pipe whose cross section is likely to be distorted.

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

【図1】本発明に係る鋼管継手の全体断面図FIG. 1 is an overall sectional view of a steel pipe joint according to the present invention.

【図2】図1のX−Y断面図、2 is a cross-sectional view taken along line XY of FIG.

【図3】従来の管継手本体中に充填されたゴム状部材の
シールによる管継手の断面図である。
FIG. 3 is a cross-sectional view of a conventional pipe joint with a rubber-like member seal filled in the pipe joint body.

【符号の説明】[Explanation of symbols]

1、2 本管 3 上側鞘管 3´ 下側鞘管 4 低硬化性液状ゴム 5 一体型固定ストッパー突起 6 ゴムリング 7 シールテープ 8 充填剤注入口 9 栓 10 上側フランジ 10´ 下側フランジ 11 ボルト 12 外套管 13 シール材 14 注入孔 15 液状充填材 1, 2 Main pipe 3 Upper sheath pipe 3'Lower sheath pipe 4 Low-curing liquid rubber 5 Integrated fixed stopper protrusion 6 Rubber ring 7 Seal tape 8 Filler injection port 9 Plug 10 Upper flange 10 'Lower flange 11 Bolt 12 Outer tube 13 Sealing material 14 Injection hole 15 Liquid filling material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 真嶋 博義 千葉県君津市君津1番地 新日本製鐵株式 会社君津製鐵所内 (72)発明者 仮屋園 義久 千葉県君津市君津1番地 新日本製鐵株式 会社君津製鐵所内 (72)発明者 片岡 隆一 千葉県君津市君津1番地 新日本製鐵株式 会社君津製鐵所内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroyoshi Mashima, 1 Kimitsu, Kimitsu-shi, Chiba Nippon Steel Corporation Stock (72) Inventor Yoshihisa Temporary Garden, Kimitsu, Chiba Shin Nippon Steel Stock company Kimitsu Works (72) Inventor Ryuichi Kataoka 1 Kimitsu, Kimitsu City, Chiba Shin Nippon Steel Co., Ltd. Kimitsu Works

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 連結すべき2本の管の端部を各々内側に
突起を有する分割型鞘管に内挿して突き合わせ、管と鞘
管間の管外周面に鞘管に設けられた充填剤注入口より低
硬度の液状ゴムを注入し、かつ、管と鞘管間の両端に該
液状ゴムの滲み出し、膨れ出し防止のためにゴムリング
を施すことにより、止水性を得ることを特徴とする鋼管
継手。
1. A filler provided on the outer peripheral surface between the pipes, the ends of the two pipes to be connected being inserted into and abutted against a split type sheath pipe having projections on the inside thereof. Injecting low-hardness liquid rubber from the inlet, and applying a rubber ring at both ends between the pipe and the sheath pipe to prevent the liquid rubber from seeping out and swelling, thereby obtaining waterproofness. Steel pipe fittings.
JP5276336A 1993-11-05 1993-11-05 Steel pipe fitting Withdrawn JPH07127772A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5276336A JPH07127772A (en) 1993-11-05 1993-11-05 Steel pipe fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5276336A JPH07127772A (en) 1993-11-05 1993-11-05 Steel pipe fitting

Publications (1)

Publication Number Publication Date
JPH07127772A true JPH07127772A (en) 1995-05-16

Family

ID=17568027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5276336A Withdrawn JPH07127772A (en) 1993-11-05 1993-11-05 Steel pipe fitting

Country Status (1)

Country Link
JP (1) JPH07127772A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001343094A (en) * 2000-06-01 2001-12-14 Mitsubishi Plastics Ind Ltd Connection method for pipe
KR100655879B1 (en) * 2005-12-20 2006-12-11 주식회사 픽슨이앤씨 The curved portion construction method and structure of the corrugated steel plate structure
KR100786570B1 (en) * 2006-10-25 2007-12-21 유창밸브 주식회사 Packing cylinder and thereof expansion contraction joint
KR101479468B1 (en) * 2013-04-15 2015-01-12 한국해양과학기술원 Reinforcement block for intake pipe of deep ocean water and method for installing intake pipe of on-site assembly type
JP2021025651A (en) * 2019-08-02 2021-02-22 杭州反貝電子科技有限公司 Device capable of joining pipe joint with liquid silica gel

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001343094A (en) * 2000-06-01 2001-12-14 Mitsubishi Plastics Ind Ltd Connection method for pipe
KR100655879B1 (en) * 2005-12-20 2006-12-11 주식회사 픽슨이앤씨 The curved portion construction method and structure of the corrugated steel plate structure
KR100786570B1 (en) * 2006-10-25 2007-12-21 유창밸브 주식회사 Packing cylinder and thereof expansion contraction joint
KR101479468B1 (en) * 2013-04-15 2015-01-12 한국해양과학기술원 Reinforcement block for intake pipe of deep ocean water and method for installing intake pipe of on-site assembly type
JP2021025651A (en) * 2019-08-02 2021-02-22 杭州反貝電子科技有限公司 Device capable of joining pipe joint with liquid silica gel

Similar Documents

Publication Publication Date Title
US5851036A (en) Permanent fitting for fluid-tight connections
RU2121100C1 (en) Sealing member
US4049480A (en) Method and apparatus for forming a joint in a confined space between two abutting ends of conduit liners
US4752511A (en) Method and apparatus for sealing the space between pipes and linings therefor
KR101561031B1 (en) Device for protecting and sealing of pipe connecting part, sealing method of pipe connecting part
US20100259040A1 (en) Coupling and method for joining
US5685577A (en) Permanent fitting for fluid-tight connections
US20120175872A1 (en) Pipe joining device
US20080246276A1 (en) Sump Wall Penetration Fitting
CN102537571A (en) Pipe joint used for connecting polyethylene plastic-steel winding pipes
US4279435A (en) Gas riser apparatus
US3987820A (en) Gas riser apparatus and method
JPH07127772A (en) Steel pipe fitting
US20100072741A1 (en) Coupling
US4085950A (en) Gas riser apparatus and method
EP0217189B1 (en) lining and method of a lining pipe
ES2029443A6 (en) Pipe connector for sealing leaky pipelines
CN210890467U (en) Drain pipe connecting structure
CN110805780B (en) Stainless steel pipeline emergency repair construction method
CN207178964U (en) A kind of connecting pipe double containment attachment structure
JPH10227386A (en) Resin composite tube fitting
JPH03199797A (en) Joint structure for corrugated tube
RU2195603C2 (en) Method for protection of zone of welded joint of pipeline against corrosion
CN216976075U (en) High-strength anti-fracture PE gas pipe
CN217441023U (en) Anti-leakage connecting pipe

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20010130