JP3084657B2 - Seismic pipe fittings - Google Patents
Seismic pipe fittingsInfo
- Publication number
- JP3084657B2 JP3084657B2 JP09112103A JP11210397A JP3084657B2 JP 3084657 B2 JP3084657 B2 JP 3084657B2 JP 09112103 A JP09112103 A JP 09112103A JP 11210397 A JP11210397 A JP 11210397A JP 3084657 B2 JP3084657 B2 JP 3084657B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- expansion joint
- peripheral surface
- joint
- joint pipe
- 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 - Fee Related
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)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、ガス、水道、油、
排水等を導く地下及び地上の配管に適用される耐震配管
継手に係るものである。The present invention relates to gas, water, oil,
The present invention relates to an earthquake-resistant piping joint applied to underground and above-ground piping for guiding drainage and the like.
【0002】[0002]
【従来の技術】従来はこの種の配管継手が接合すべき配
管に対してフランジにより剛接合されていた。2. Description of the Related Art Conventionally, a pipe joint of this type is rigidly connected to a pipe to be connected by a flange.
【0003】[0003]
【発明が解決しようとする課題】従来は前記のように配
管継手が接合すべき配管に対してフランジにより剛接合
されていたので、地震時には継手部に過大な歪、力が生
じて、配管が損傷する惧れがあった。Conventionally, as described above, since a pipe joint is rigidly connected to a pipe to be connected by a flange, excessive strain and force are generated in the joint during an earthquake, and There was a risk of damage.
【0004】本発明は前記の問題点に鑑み提案するもの
であり、その目的とする処は、地震時などの配管構造
物に作用する軸力、及び任意方向の曲げモーメントを伸
縮継手管の変形により吸収することができて、配管の損
傷を防止でき、配管の取替えを容易に行うことがで
き、配管に締め付けた後の伸縮継手管に緩みを生じな
い耐震配管継手を提供する点にある。The present invention has been made in view of the above problems, and has as its object to provide an axial force acting on a piping structure during an earthquake or the like and a bending moment in an arbitrary direction to deform an expansion joint pipe. It is an object of the present invention to provide a seismic pipe joint which can prevent damage to the pipe, facilitate replacement of the pipe, and does not loosen the expansion joint pipe after being tightened to the pipe.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
めに、本発明に係る耐震配管継手は、相対する配管の各
接合端部外周面に夫々接着剤を塗布するとともに、長手
方向にV字型断面の襞を曲成、連接した蛇腹状の伸縮継
手管の両端部を嵌合し、同伸縮継手管の外周面に、内周
面を前記配管と同一曲率の円弧状に形成した支圧板ブロ
ックを配置、接着し、前記伸縮継手管の端部に捲装した
PC鋼棒の両端直線部を前記支圧板ブロックに貫通し、
同PC鋼棒の端部ねじ部にナットを螺着緊締して、プレ
ストレスを導入してなることを特徴としている。In order to achieve the above-mentioned object, an earthquake-resistant pipe joint according to the present invention applies an adhesive to the outer peripheral surface of each joint end of the opposed pipes, and applies V to the longitudinal direction. A pleated shape in which a fold having a U-shaped cross section is bent and connected at both ends of a bellows-shaped expansion joint pipe, and an inner peripheral surface is formed on the outer peripheral surface of the expansion joint pipe in an arc shape having the same curvature as the pipe. A pressure plate block is arranged and bonded, and both ends of a PC steel rod wound around the end of the expansion joint pipe penetrate the support plate block,
A prestress is introduced by screwing and tightening a nut on the end thread portion of the PC steel rod.
【0006】[0006]
【発明の実施の形態】次に本発明の耐震配管継手を図
1、図2に示す一実施例により説明する。1は相対する
一双の配管で、同各配管1の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P
C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、前記伸縮継手管2を前記配管1に締
め付ける。DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an earthquake-resistant pipe joint according to the present invention will be described with reference to an embodiment shown in FIGS. Reference numeral 1 denotes a pair of opposed pipes, each of which is coated with a resin adhesive 6 on an outer peripheral surface of a joint end portion of each of the pipes 1 and has a bellows shape in which a V-shaped cross-section fold is formed in a longitudinal direction and is continuously provided. Both ends of the expansion joint pipe 2 are fitted together, and a support plate block 3 whose inner peripheral surface is formed in an arc shape having the same curvature as the pipe 1 is arranged and adhered to the outer peripheral surface of the expansion joint pipe 2. The straight portions at both ends of the PC steel rod 4 wound around the end of the joint pipe 2 penetrate the support plate block 3 and
A nut 5 is screwed and tightened on the end thread portion of the C steel rod 4 to introduce prestress, and the expansion joint pipe 2 is tightened to the pipe 1.
【0007】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り施工後にゆるみを生
じることがない。図中、Lは配管1、1間の間隔、Dは
伸縮継手管2の接合部の内径、dは接合される配管1の
外径、GPは締付前の伸縮継手管2と接合される配管1
との間のギャップで、同ギャップGPは伸縮継手管2の
挿入に必要な最小限の値とする。Therefore, the joint portion of the pipe 1 is not loosened after the construction 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 expansion joint pipe 2, d is the outer diameter of the pipe 1 to be joined, and GP is the joint with the expansion joint pipe 2 before tightening. Piping 1
The gap GP is a minimum value necessary for insertion of the expansion joint pipe 2.
【0008】本発明の耐震配管継手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
は、伸縮継手管2のV字型断面襞部の幅が減少すること
により吸収し、引張力に対しては、伸縮継手管2のV字
型断面襞部の幅が拡開することにより吸収する。また配
管継手部に作用する曲げモーメントに対しては、伸縮継
手管2の引張側のV字型断面襞部の幅が拡開する一方、
圧縮側のV字型断面襞部の幅が減少することにより吸収
する。Since the earthquake-resistant pipe joint of the present invention is configured as described above, the width of the V-shaped cross-section fold of the expansion joint pipe 2 is reduced with respect to the compressive force acting on the pipe joint. , And absorbs the tensile force by expanding the width of the V-shaped cross-section of the expansion joint tube 2. Further, with respect to the bending moment acting on the pipe joint, while the width of the V-shaped cross-section fold on the tension side of the expansion joint pipe 2 expands,
Absorption is achieved by reducing the width of the V-shaped cross-section fold on the compression side.
【0009】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に優れ、また継手部として
耐食性に優れている。配管1の取替えが必要な場合に
は、ナット5を緩めて、伸縮継手管2を配管1から取り
外す。なお本発明の耐震配管継手は、ガス、水道、油、
排水等を導く地下及び地上の配管に適用されるが、管構
造物の伸縮継手としても使用可能である。At this time, the pipe is made of stainless steel, so that the characteristics of the stainless steel are utilized to provide excellent draw adaptability for tightly joining the joints, and excellent corrosion resistance as a joint. When the pipe 1 needs to be replaced, the nut 5 is loosened and the expansion joint pipe 2 is removed from the pipe 1. The earthquake-resistant piping joint of the present invention is used for gas, water, oil,
It is applied to underground and above-ground piping that guides drainage and the like, but can also be used as expansion joints for pipe structures.
【0010】[0010]
【発明の効果】本発明の耐震配管継手は前記のように相
対する配管の各接合端部外周面に夫々接着剤を塗布する
とともに、長手方向にV字型断面の襞を曲成、連接した
蛇腹状の伸縮継手管の両端部を嵌合したので、配管と伸
縮継手管との密着性を増大できて、配管内の物質の漏出
を防止できる。また同伸縮継手管の外周面に、内周面を
配管と同一曲率の円弧状に形成した支圧板ブロックを配
置、接着し、伸縮継手管の端部に捲装したPC鋼棒の両
端直線部を支圧板ブロックに貫通し、同PC鋼棒の端部
ねじ部にナットを螺着緊締して、プレストレスを導入
し、配管に伸縮継手管を締め付けたので、地震時などの
配管構造物に作用する軸力、及び任意方向の曲げモーメ
ントを伸縮継手管の変形により吸収することができて、
配管の損傷を防止できる。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 pipes facing each other as described above, and a fold having a V-shaped cross section is formed and connected in the longitudinal direction. Since both ends of the bellows-shaped expansion joint pipe are fitted, the adhesion between the pipe and the expansion joint pipe can be increased, and leakage of the substance in the pipe can be prevented. In addition, on the outer peripheral surface of the expansion joint pipe, a supporting plate block having an inner peripheral surface formed in the shape of an arc having the same curvature as the pipe is arranged and adhered, and both ends of the PC steel rod wound on the end of the expansion joint pipe have straight portions. Into the supporting plate block, screw a nut on the end thread of the PC steel rod, tighten and tighten the prestress, and tighten the expansion joint pipe to the pipe. The acting axial force and bending moment in any direction can be absorbed by deformation of the expansion joint pipe,
Piping damage can be prevented.
【0011】また配管の取り替えが必要になった場合、
ナットを緩めて、伸縮継手管を配管から取り外せばよい
ので、配管の取替えを容易に行うことができる。また前
記のように伸縮継手管の外周面に、内周面を配管と同一
曲率の円弧状に形成した支圧板ブロックを配置、接着
し、伸縮継手管の端部に捲装したPC鋼棒の両端直線部
を支圧板ブロックに貫通し、同PC鋼棒の端部ねじ部に
ナットを螺着緊締して、プレストレスを導入し、伸縮継
手管を配管に締め付けたので、締め付け後の伸縮継手管
に緩みを生じない。[0011] When it is necessary to replace the piping,
The nut can be loosened and the expansion joint pipe can be removed from the pipe, so that the pipe can be easily replaced. In addition, as described above, a support plate block having an inner peripheral surface formed in an arc shape having the same curvature as the pipe is arranged on the outer peripheral surface of the expansion joint pipe, adhered thereto, and a PC steel rod wound around the end of the expansion joint pipe. The straight ends of both ends penetrated the support plate block, and nuts were screwed and tightened on the end threaded portions of the PC steel rod to introduce prestress, and the expansion joint pipe was tightened to the pipe. No loosening of the tube.
【図1】本発明の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 of 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)
接着剤を塗布するとともに、長手方向にV字型断面の襞
を曲成、連接した蛇腹状の伸縮継手管の両端部を嵌合
し、同伸縮継手管の外周面に、内周面を前記配管と同一
曲率の円弧状に形成した支圧板ブロックを配置、接着
し、前記伸縮継手管の端部に捲装したPC鋼棒の両端直
線部を前記支圧板ブロックに貫通し、同PC鋼棒の端部
ねじ部にナットを螺着緊締して、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。1. An adhesive is applied to an outer peripheral surface of each joint end of a facing pipe, and a fold having a V-shaped cross-section is bent in a longitudinal direction, and both ends of a bellows-shaped expansion joint pipe connected to each other are fitted. A supporting plate block having an inner peripheral surface formed in an arc shape having the same curvature as that of the pipe is arranged and bonded to the outer peripheral surface of the expansion joint pipe, adhered, and a PC steel rod wound around an end of the expansion joint pipe. Characterized in that a prestress is introduced by penetrating the straight portions at both ends of the supporting plate block and screwing and tightening a nut to an end thread portion of the PC steel rod.
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 JPH10299959A (en) | 1998-11-13 |
| JP3084657B2 true 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) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN105221857A (en) * | 2015-09-18 | 2016-01-06 | 苏州好洁清洁器具有限公司 | A kind of bellows |
| 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
Also Published As
| Publication number | Publication date |
|---|---|
| JPH10299959A (en) | 1998-11-13 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |