JPH10299959A - Earthquake resistant piping joint - Google Patents
Earthquake resistant piping jointInfo
- Publication number
- JPH10299959A JPH10299959A JP9112103A JP11210397A JPH10299959A JP H10299959 A JPH10299959 A JP H10299959A JP 9112103 A JP9112103 A JP 9112103A JP 11210397 A JP11210397 A JP 11210397A JP H10299959 A JPH10299959 A JP H10299959A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- expansion joint
- joint pipe
- piping
- joint
- 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.)
- Granted
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L27/00—Adjustable joints; Joints allowing movement
- F16L27/12—Adjustable joints; Joints allowing movement allowing substantial longitudinal adjustment or movement
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joints Allowing Movement (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明はガス、水道、油、排
水等、地下及び地上の配管に用いられる耐震配管継手に
係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earthquake-resistant piping joint used for underground and above-ground piping such as gas, water, oil, drainage, and the like.
【0002】[0002]
【従来の技術】従来のこの種の配管継手は接合すべき配
管がフランジ継手によって接合されていた。2. Description of the Related Art In conventional pipe joints of this type, pipes to be joined are joined by flange joints.
【0003】[0003]
【発明が解決しようとする課題】このように従来の管継
手はフランジ継手によって剛接合されているので、地震
時には継手部に過大な歪、力が生じ、配管が毀損する惧
れがあった。本発明は前記従来技術の有する問題点に鑑
みて提案されたものでその目的とするところは、地震時
における外力を緩衝し、管継手部の損傷を防止する耐震
配管継手を提供する点にある。As described above, since the conventional pipe joint is rigidly connected by the flange joint, an excessive strain and force are generated in the joint part during an earthquake, and there is a fear that the pipe may be damaged. The present invention has been proposed in view of the problems of the prior art described above, and an object of the present invention is to provide an earthquake-resistant pipe joint that buffers external force during an earthquake and prevents damage to the pipe joint. .
【0004】[0004]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る耐震配管継手は相対する配管の各接合
端部の外周面に接着剤を塗布して、長手方向にV字型断
面の襞が連設された伸縮継手管の両端部を嵌合するとと
もに、同伸縮継手管の外周に支圧板ブロックを配設し、
同支圧ブロックに前記配管端部に捲回された締付用PC
鋼棒の端部を嵌挿締結して、プレストレスを導入して構
成されている。In order to achieve the above object, an anti-seismic pipe joint according to the present invention is provided by applying an adhesive to the outer peripheral surface of each joint end of the opposing pipe to form a V-shaped pipe in the longitudinal direction. Along with fitting both ends of the expansion joint pipe in which the folds of the cross section are connected, a supporting plate block is arranged on the outer periphery of the expansion joint pipe,
Tightening PC wound around the pipe end on the supporting block
It is configured by inserting and fastening the ends of steel bars to introduce prestress.
【0005】[0005]
【発明の実施の形態】次に本発明を図面に示す本発明の
好適な実施例を示す図面について説明する。1は相対す
る一双の配管で、同配管1の各接合端部外周面に夫々樹
脂接着剤6を塗布するとともに、長手方向にV字型断面
の襞が曲成、連設された蛇腹状の伸縮継手管2の両端部
を嵌合し、同伸縮継手管2の外周面に、内周面が前記配
管1と同一曲率の円弧状に形成された支圧板ブロック3
を配置、接着し、同継手管2の端部に捲装されたPC鋼
棒4の両端直線部を前記支圧板ブロック3に貫通し、同
PC鋼棒4の端部ねじ部にナット5を螺着緊締して、プ
レストレスを導入し、前記配管1に伸縮継手管2を締め
付ける。BRIEF DESCRIPTION OF THE DRAWINGS The invention will now be described with reference to the drawings, which illustrate a preferred embodiment of the invention. Reference numeral 1 denotes a pair of opposed pipes, each of which is coated with a resin adhesive 6 on the outer peripheral surface of each joint end of the pipe 1 and has a bellows-like shape in which a fold having a V-shaped cross section is formed in the longitudinal direction and is continuously provided. A support plate block 3 in which both ends of an expansion joint pipe 2 are fitted, and an inner peripheral surface of the expansion joint pipe 2 is formed in an arc shape having the same curvature as the pipe 1.
Are placed and adhered, and the straight ends of both ends of the PC steel rod 4 wound around the end of the joint pipe 2 penetrate the support plate block 3, and the nut 5 is screwed into the end thread part of the PC steel rod 4. The expansion joint pipe 2 is fastened to the pipe 1 by screwing and tightening to introduce prestress.
【0006】従って前記配管1の継手部はPC鋼棒4で
プレストレスを導入することによって施工後にゆるみを
生じることがない。図中、Lは前記配管1、1間の間隔
Dは継手管の接合部内径、dは接合される配管の外径、
GPは締付前の継手管と接合される管のギャップで、継
手管挿入に必要最小限の値とする。図示の例は前記のよ
うに構成されているので、配管継手部に作用する圧縮力
に対して、前記伸縮継手管2におけるV字型断面襞部の
幅が減少し、引張力に対しては、同襞部の幅が拡開する
ことにより、伸縮継手管2の伸縮によって前記圧縮力が
吸収される。Therefore, the joint portion of the pipe 1 is not loosened after the installation by introducing the prestress with the PC steel rod 4. In the figure, L is the interval between the pipes 1 and 1, D is the inner diameter of the joint of the joint pipe, d is the outer diameter of the pipe to be joined,
GP is the gap between the joint pipe and the pipe to be joined before tightening, which is the minimum value necessary for insertion of the joint pipe. Since the illustrated example is configured as described above, the width of the V-shaped cross-section fold in the expansion joint pipe 2 is reduced with respect to the compressive force acting on the pipe joint, and the tensile force is reduced with respect to the tensile force. By expanding the width of the fold, the compressive force is absorbed by expansion and contraction of the expansion joint tube 2.
【0007】また配管継手部に作用する曲げモーメント
に対しては、前記継手管2における引張側のV字型断面
襞部の幅が拡開し、また圧縮側のV字型断面襞部の幅が
閉縮することによって、前記曲げモーメントの縁応力が
吸収される。この際前記管をステンレス鋼製とすること
により、同ステンレス鋼の特性を利用して、締付け接合
部密着のための絞り順応性、また継手部として耐食性に
優れている。With respect to the bending moment acting on the pipe joint, the width of the V-shaped cross-section on the tension side of the joint pipe 2 expands, and the width of the V-shaped cross-section on the compression side increases. Is contracted, the edge stress of the bending moment is absorbed. At this time, by making the pipe made of stainless steel, utilizing the characteristics of the stainless steel, it is excellent in the draw adaptability for tightly joining the tightening joint and the corrosion resistance as the joint.
【0008】なお配管の取替えが必要な場合、ナット5
を緩めて配管1と伸縮継手管2との配管継手部を外すこ
とによって容易に所期の目的を達成することができる。
更に前記配管継手構造はガス、水道、油、排水等、地下
及び地上の配管にも適用され、曲線部の継手部にも適用
され、更に管構造物の伸縮継手としても使用可能であ
る。If the pipe needs to be replaced, the nut 5
The intended purpose can be easily achieved by removing the pipe joint part of the pipe 1 and the expansion joint pipe 2 by loosening.
Further, the pipe joint structure is applied to underground and above-ground pipes such as gas, water, oil, drainage, etc., is also applied to a curved joint, and can be used as an expansion joint of a pipe structure.
【0009】[0009]
【発明の効果】本発明に係る耐震配管継手によれば、相
対する配管の各接合端部の外周面に接着剤を塗布して、
配管と継手管との密着性を増し、配管内の物質の漏出を
防止し、長手方向にV字型断面の襞が列設された伸縮継
手管の両端部を嵌合するとともに、同伸縮継手管の外周
に支圧ブロックを配設し、同各支圧ブロックに前記継手
管端部に捲回されたPC鋼棒の端部を嵌挿、締結してプ
レストレスを導入したことによって、地震時において配
管構造物に作用する軸力、及び任意方向の曲げモーメン
トに対して前記V字型断面の襞が列設された伸縮継手管
の変形能力によって外力を吸収し、配管の損傷を防止す
る。According to the seismic pipe joint of the present invention, an adhesive is applied to the outer peripheral surface of each joint end of the opposing pipe,
Increases the adhesion between the pipe and the joint pipe, prevents leakage of substances in the pipe, fits both ends of an expansion joint pipe in which V-shaped cross-section folds are arranged in the longitudinal direction, and A supporting block is arranged on the outer circumference of the pipe, and the end of the PC steel rod wound around the end of the joint pipe is inserted and fastened to each supporting block to introduce a prestress, thereby causing an earthquake. At this time, the external force is absorbed by the deformation capability of the expansion joint pipe having the V-shaped cross-section folds against the axial force acting on the pipe structure and the bending moment in an arbitrary direction, thereby preventing damage to the pipe. .
【0010】前記配管の取り替えが必要になった場合で
も継手部を外すことによって、容易に取替えができる。
更に同継手部はPC鋼棒を介してプレストレスを導入し
て伸縮継手管を配管端部に締め付けたことによって、施
工後の緩みを生じない。[0010] Even when the pipe needs to be replaced, it can be easily replaced by removing the joint.
Furthermore, since the joint portion is prestressed through a PC steel bar and the expansion joint tube is fastened to the end of the pipe, the joint portion does not loosen after construction.
【図1】本発明に係る耐震配管継手の一実施例を示す縦
断面図である。FIG. 1 is a longitudinal sectional view showing one embodiment of an earthquake-resistant piping joint according to the present invention.
【図2】図1の縦断側面図である。FIG. 2 is a vertical sectional side view of FIG.
1 配管 2 伸縮継手管 3 支圧板ブロック 4 PC鋼棒 5 ナット 6 接着剤 DESCRIPTION OF SYMBOLS 1 Piping 2 Expansion joint pipe 3 Support plate block 4 PC steel bar 5 Nut 6 Adhesive
Claims (1)
着剤を塗布して、長手方向にV字型断面の襞が連設され
た伸縮継手管の両端部を嵌合するとともに、同伸縮継手
管の外周に支圧板ブロックを配設し、同支圧ブロックに
前記配管端部に捲回された締付用PC鋼棒の端部を嵌挿
締結して、プレストレスを導入してなることを特徴とす
る耐震配管継手。An adhesive is applied to the outer peripheral surface of each joint end of the opposed pipes, and both ends of an expansion joint pipe having V-shaped cross-section folds connected in the longitudinal direction are fitted together, A support plate block is arranged on the outer periphery of the expansion joint pipe, and the end of the tightening PC steel rod wound around the pipe end is inserted and fastened to the support block to introduce prestress. A seismic piping joint characterized by the following:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09112103A JP3084657B2 (en) | 1997-04-30 | 1997-04-30 | Seismic pipe fittings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP09112103A JP3084657B2 (en) | 1997-04-30 | 1997-04-30 | Seismic pipe fittings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10299959A true JPH10299959A (en) | 1998-11-13 |
| JP3084657B2 JP3084657B2 (en) | 2000-09-04 |
Family
ID=14578223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP09112103A Expired - Fee Related JP3084657B2 (en) | 1997-04-30 | 1997-04-30 | Seismic pipe fittings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3084657B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105221857A (en) * | 2015-09-18 | 2016-01-06 | 苏州好洁清洁器具有限公司 | A kind of bellows |
| CN105333244A (en) * | 2015-09-18 | 2016-02-17 | 苏州好洁清洁器具有限公司 | High temperature resistant fiberglass extension tube |
| CN115654373A (en) * | 2022-11-07 | 2023-01-31 | 中汽研汽车检验中心(宁波)有限公司 | A vehicle-mounted natural gas detection device |
-
1997
- 1997-04-30 JP JP09112103A patent/JP3084657B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105221857A (en) * | 2015-09-18 | 2016-01-06 | 苏州好洁清洁器具有限公司 | A kind of bellows |
| CN105333244A (en) * | 2015-09-18 | 2016-02-17 | 苏州好洁清洁器具有限公司 | High temperature resistant fiberglass extension tube |
| CN115654373A (en) * | 2022-11-07 | 2023-01-31 | 中汽研汽车检验中心(宁波)有限公司 | A vehicle-mounted natural gas detection device |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3084657B2 (en) | 2000-09-04 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |