JPH09280441A - Pipe connection structure - Google Patents

Pipe connection structure

Info

Publication number
JPH09280441A
JPH09280441A JP8088364A JP8836496A JPH09280441A JP H09280441 A JPH09280441 A JP H09280441A JP 8088364 A JP8088364 A JP 8088364A JP 8836496 A JP8836496 A JP 8836496A JP H09280441 A JPH09280441 A JP H09280441A
Authority
JP
Japan
Prior art keywords
connecting rod
pipe
metal fitting
piece
rod piece
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
Application number
JP8088364A
Other languages
Japanese (ja)
Other versions
JP3276287B2 (en
Inventor
Yoshihiko Hayashi
林  義彦
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP08836496A priority Critical patent/JP3276287B2/en
Publication of JPH09280441A publication Critical patent/JPH09280441A/en
Application granted granted Critical
Publication of JP3276287B2 publication Critical patent/JP3276287B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L21/00Joints with sleeve or socket
    • F16L21/02Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings
    • F16L21/04Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings in which sealing rings are compressed by axially-movable members
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/08Adjustable joints, Joints allowing movement allowing adjustment or movement only about the axis of one pipe
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/12Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement
    • F16L27/127Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement with means for locking the longitudinal adjustment or movement in the final mounted position

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joints With Sleeves (AREA)
  • Joints Allowing Movement (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve a separation preventing function for a thrust load at the time of an earthquake in a pipe connection structure in which metal fittings which are respectively embracingly fixed to the pipe end of an insert opening side and a receiving opening by a tension resistance member, by arranging the tension resistance member in such a manner that it can be extended and shrunk in the direction of a pipe shaft and can be vertically bent in the direction of the pipe shaft. SOLUTION: A rubber ring mounting groove is formed in a receiving opening (b), and the insert opening (a) of one pipe end is inserted to the receiving opening (b). A metal fitting A is embracingly fixed to the periphery of the pipe end of an insert opening (a) side, and a metal fitting B is embracingly fixed to a receiving opening (b) side, then both metal fittings A, B are connected to each other through a connecting rod 1. This connecting rod 1 comprises connecting rod pieces 1a, 1b respectively locked in the metal fittings A, B, a T-shaped head locked in the locking hole of the connecting rod 1 of the metal fitting A is arranged at one end of the connecting rod piece 1a, and a bifurcated parallel part 13a is formed at the other end thereof. While, the connecting rod piece 1b has a hook-shaped head 12b at one end, and this hook-shaped head 12b is equipped with a guide 121b and a stopper 122b, thereby the guide 121b is slidably received in the oblong hole of the bifurcated parallel part 13a.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は離脱防止機構を備え
た管の接続構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe connecting structure provided with a separation preventing mechanism.

【0002】[0002]

【従来の技術】管の接続には、管の一端に受口を形成
し、一方の管の挿口を他方の管の受口にゴムリングを介
して差し込む構造が汎用されている。この管の接続構造
においては、可撓性を有するから、地盤の不等沈下等に
対し有利である。しかしながら、管軸方向の引張り力を
うけると離脱する畏れがあり、高圧下での高スラスト荷
重等に対し問題がある。
2. Description of the Related Art For connecting pipes, a structure is generally used in which a receiving port is formed at one end of the pipe and the insertion port of one tube is inserted into the receiving port of the other tube via a rubber ring. Since this pipe connection structure has flexibility, it is advantageous for uneven settlement of the ground. However, when a tensile force in the axial direction of the pipe is applied, there is a fear of detachment, and there is a problem with respect to a high thrust load under high pressure.

【0003】そこで、高内圧用として使用する場合、挿
口側の管端部外周面と受口外周面とにそれぞれ金具を抱
合固定し、これらの金具間を連結棒で連結し、この連結
棒でスラスト荷重を支持させることにより離脱防止を図
ることが公知である。
Therefore, when it is used for high internal pressure, metal fittings are respectively attached and fixed to the outer peripheral surface of the pipe end portion on the insertion side and the outer peripheral surface of the receiving opening, and these metal fittings are connected by a connecting rod. It is known that the thrust load is supported by means of the above to prevent separation.

【0004】[0004]

【発明が解決しようとする課題】従来の離脱防止構造に
おいては、上記不等沈下に対する可撓性を保証するよう
に、一方向にはある程度の曲げ可能とされている。しか
しながら、阪神・淡路大震災クラスの大地震発生時に
は、例えば、管径100mmφ程度の管の場合、接続さ
れた管相互間に管軸方向に±75mm程度(管材定尺長
さの±1〜1.5%程度)の移動と共に管周方向に±8
°程度の回転移動が生じるが、従来の離脱防止構造で
は、これらの管移動に対し剛体として作用し、大きな反
力の発生が避けられない。すなわち、接続された管相互
間の円周方向移動を離脱防止構造で拘束させないために
は、管軸方向をX軸方向として、X軸からY軸に向かう
曲げ及びX軸からZ軸に向かう曲げを自由に生じさせる
ことが必要であるが、従来の離脱防止構造では、一方向
にのみある程度の曲げが可能とされているだけであり、
大きな反力を発生して破壊し易く、耐震性を保証し難
い。従って、大地震後は、スラスト荷重に対する離脱防
止機能を保証し難い。
In the conventional separation prevention structure, it is possible to bend in one direction to some extent so as to ensure the flexibility against the uneven settlement. However, in the event of a large earthquake in the Hanshin-Awaji Earthquake class, for example, in the case of a pipe with a diameter of about 100 mmφ, about ± 75 mm in the pipe axial direction between the connected pipes (± 1 to 1. +/- 8 in the pipe circumferential direction with movement of about 5%)
Although a rotational movement of about ° occurs, the conventional separation prevention structure acts as a rigid body against these tube movements, and a large reaction force cannot be avoided. That is, in order to prevent the circumferential movement between the connected pipes from being restricted by the separation prevention structure, the pipe axis direction is set to the X axis direction, and the bending from the X axis to the Y axis and the bending from the X axis to the Z axis are performed. However, in the conventional separation prevention structure, only a certain degree of bending is possible in one direction,
It is easy to destroy by generating a large reaction force, and it is difficult to guarantee earthquake resistance. Therefore, after a large earthquake, it is difficult to guarantee the separation prevention function against thrust load.

【0005】本発明の目的は、管の接続部における離脱
防止機構に容易に耐震性を付与し得、地震後でもスラス
ト荷重に対する離脱防止機能を満足に営ませることにあ
る。
An object of the present invention is to easily impart seismic resistance to a separation preventing mechanism at a connecting portion of a pipe, and to sufficiently perform a separation preventing function against a thrust load even after an earthquake.

【0006】[0006]

【課題を解決するための手段】本発明に係る管接続構造
は、一方の管の挿口が他方の管の受口にゴムリングを介
して差し込まれ、挿口側の管端部と受口とにそれぞれ金
具が抱合固定され、これらの金具間が耐張力メンバ−で
連結されてなる管の接続構造において、耐張力メンバ−
が管軸方向に伸縮またはスライド可能で、しかも、管軸
方向に垂直で、かつ、互に直交する両軸に向け曲げ可能
とされていることを特徴とする構成である。
In the pipe connection structure according to the present invention, the insertion port of one pipe is inserted into the receiving port of the other pipe via a rubber ring, and the pipe end portion on the insertion side and the receiving port are inserted. In the pipe connecting structure in which the metal fittings are respectively bound and fastened to each other and the metal fittings are connected by the tension resistant members,
Is stretchable or slidable in the tube axis direction, and is bendable toward both axes perpendicular to the tube axis direction and orthogonal to each other.

【0007】この構成において、耐張力メンバ−には、
一方の金具に一端が係止される基部の他端に二又平行部
を有し、この二又平行部の各片が長リング状とされた連
結棒片と、前記二又平行部の平行間隙内に通される太さ
の本体部の先端に同二又平行部の両長リング形片に摺動
自在に嵌められるかぎ状ヘッドを有し、他端が他方の金
具に係止される連結棒片とからなる連結棒を使用でき、
また、受口側の金具には、受口外面の肩に係合される二
つ割れ体であり、割れ部位において各分割片の耳部が重
ねられ、これらの耳部に耐張力メンバ−である連結棒他
端部の挿通孔とその連結棒他端部を外部から同挿通孔に
導入するためのスリットが設けられたものを使用し、同
連結棒他端部に前記耳部の両側面に当接される鍔を設け
ることができる。
In this structure, the tensile strength member is
One of the metal fittings has one end locked to the other end of the base, and the bifurcated parallel portion has a long rod-shaped connecting rod piece and the bifurcated parallel portion parallel to each other. At the tip of the main body having a thickness passed through the gap, there is a hook-shaped head slidably fitted to both long ring-shaped pieces of the same or two parallel parts, and the other end is locked to the other metal fitting. A connecting rod consisting of a connecting rod piece can be used,
Further, the metal fitting on the receiving side is a two-split body which is engaged with the shoulder on the outer surface of the receiving opening, and the ears of each divided piece are overlapped at the cracked portion, and a tension-resistant member is attached to these ears. An insertion hole at the other end of a connecting rod and a slit for introducing the other end of the connecting rod from the outside into the insertion hole are used. It is possible to provide a collar that abuts against.

【0008】[0008]

【発明の実施の形態】以下、図面を参照しつつ本発明の
実施の形態について説明する。図1の(イ)は本発明に
係る管接続構造の一例を示す平面図、図1の(ロ)は同
じく側面図である。図1の(イ)及び図1の(ロ)にお
いて、aは一方の管端部の挿口、bは他方の管端部の受
口をそれぞれ示し、受口bはゴムリング装着溝を有し、
一方の管端部の挿口aがゴムリングを介して受口bに差
し込まれている。Aは挿口側の管端部外周に抱合固定さ
れた金具を、Bは受口側に抱合固定された金具を、1は
両金具が連結された連結棒をそれぞれ示し、中間に、接
続された管相互間の管軸方向の移動並びに管周方向の移
動に追従する可動部Cが設けられている。すなわち、管
軸方向をX軸方向とすると、X軸方向に伸縮可能で、X
軸からY軸に向けての曲げ移動及びX軸からZ軸に向け
ての曲げ移動が可能な可動部Cが設けられている。
Embodiments of the present invention will be described below with reference to the drawings. 1A is a plan view showing an example of the pipe connection structure according to the present invention, and FIG. 1B is a side view of the same. In (a) and (b) of FIG. 1, a indicates an insertion port of one pipe end, b indicates a receiving end of the other pipe end, and the receiving port b has a rubber ring mounting groove. Then
The insertion port a at one end of the tube is inserted into the receiving port b via a rubber ring. A is a metal fitting that is fixed to the outer periphery of the pipe end on the insertion side, B is a metal fitting that is fixed to the receiving side, and 1 is a connecting rod in which both metal fittings are connected. A movable part C is provided for following the movement of the tubes in the tube axis direction and the tube circumferential direction. That is, if the tube axis direction is the X-axis direction, it can be expanded and contracted in the X-axis direction.
A movable portion C capable of bending movement from the axis to the Y axis and bending movement from the X axis to the Z axis is provided.

【0009】図2の(イ)は上記挿口側金具Aの側面
図、図2の(ロ)は同じく右半部を断面で示す正面図で
ある。図2の(イ)及び図2の(ロ)において、21a
は上部金具片であり、両端に耳部211a,211aを
有する。22aは下部金具片であり、両端に耳部221
a,221aを有する。これら金具片21a,22bの
内周面には、噛止用の螺子溝が刻設されている。23
a,…は両金具片の耳部間に一定の間隔を保持するため
に設けられた突部、24aは耳部に穿設されたボルト
孔、25aは一方の耳部外面に設けられたボルト頭部嵌
合用枠(ボルトの周り止め)、26aは耳部に穿設され
た連結棒係止用孔である。
FIG. 2A is a side view of the insertion-side fitting A, and FIG. 2B is a front view showing a right half section in section. In FIG. 2A and FIG. 2B, 21a
Is an upper metal piece and has ears 211a and 211a at both ends. 22a is a piece of lower metal fitting, which has ears 221 on both ends.
a, 221a. A screw groove is formed on the inner peripheral surface of each of the metal fitting pieces 21a and 22b for engagement. 23
are protrusions provided to maintain a constant distance between the ears of both metal fittings, 24a is a bolt hole formed in the ears, and 25a is a bolt provided on the outer surface of one of the ears. A head fitting frame (around the bolt), 26a is a connecting rod locking hole formed in the ear portion.

【0010】図3の(イ)は受口側金具Bの正面図であ
る。この金具は、図3の(ロ)(正面図)及び図3の
(ハ)(平面図)に示す金具片21bを2箇、同一平面
内で180°回転させて組とした構成であり、受口外面
の肩に係止されるテ−パ面25bが設けられている。図
3の(ロ)及び(ハ)において、211b,211bは
金具片21bの一端に設けられた二重耳部、212bは
同金具片の他端に設けられた単一耳部であり、各耳部に
は連結棒挿通孔23bと、この孔径よりもやや狭い間隙
のスリット24bが設けられている。
FIG. 3A is a front view of the socket-side fitting B. This metal fitting has a configuration in which two metal fitting pieces 21b shown in FIG. 3B (front view) and FIG. 3C (plan view) are rotated by 180 ° in the same plane to form a set. A taper surface 25b is provided which is locked to the shoulder on the outer surface of the receptacle. 3B and 3C, 211b and 211b are double ears provided at one end of the metal fitting piece 21b, and 212b is a single ear provided at the other end of the metal fitting piece 21b. The portion is provided with a connecting rod insertion hole 23b and a slit 24b having a gap slightly narrower than this hole diameter.

【0011】図3の(イ)において、金具Bの割れ部位
で一方の金具片の二重耳部211bの間隙に他方の金具
片の単一耳部212bが受入られて耳部が重ねられてい
る。図1の(イ)及び図1の(ロ)において、連結棒1
は挿口側金具Aに係止された連結棒片1aと受口側金具
Bに係止された連結棒片1bとから構成されている。
In FIG. 3 (a), at the cracked portion of the metal fitting B, the single ear portion 212b of the other metal fitting piece is received in the gap between the double ears 211b of the one metal fitting piece and the ears are overlapped. . 1 (a) and 1 (b), the connecting rod 1
Is composed of a connecting rod piece 1a locked to the insertion side metal fitting A and a connecting rod piece 1b locked to the receiving side metal fitting B.

【0012】図4の(イ)は連結棒片1aの平面図、図
4の(ロ)は同じく側面図である。図4の(イ)及び図
4の(ロ)において、11aは基部であり、一端には、
上記挿口側金具Aの耳部の連結棒係止孔26aに係止さ
れるT字型ヘッド12aが設けられている。13a,1
3aは基部11aの他端に設けられた二又平行部であ
り、二又各片は長リング形とされ、断面は矩形とされて
いる。
FIG. 4A is a plan view of the connecting rod piece 1a, and FIG. 4B is a side view of the same. In (a) of FIG. 4 and (b) of FIG. 4, 11a is a base, and at one end,
A T-shaped head 12a is provided which is locked in the connecting rod locking hole 26a of the ear of the insertion side metal fitting A. 13a, 1
Reference numeral 3a denotes a bifurcated parallel portion provided at the other end of the base portion 11a. Each bifurcated piece has a long ring shape, and its cross section has a rectangular shape.

【0013】図5の(イ)は連結棒片1bの平面図、図
5の(ロ)は同じく側面図である。図5の(ハ)及び図
5の(ニ)は図5の(ロ)におけるハ−ハ断面図及びニ
−ニ断面図である。図5において、11bは本体部であ
り、その外径は、連結棒片1aの二又平行部13a,1
3aの間隙hよりも小さくされている。12bは本体部
11bの一端に設けられたかぎ状ヘッドであり、ガイド
部121bとストッパ−部122bとを備え、図1に示
すように、ガイド部121bが連結棒片1aの二又平行
部13a,13aの長リング形片における長孔に摺動自
在に受容され、ストッパ−部122bが各長リング形片
13aの外面に摺動自在に接触される(ストッパ−の摺
動面は曲面とされている)。
FIG. 5A is a plan view of the connecting rod piece 1b, and FIG. 5B is a side view of the same. 5C and FIG. 5D are a sectional view taken along the line Ha and a sectional view taken along the line II in FIG. In FIG. 5, 11b is a main body, the outer diameter of which is the forked parallel portions 13a, 1 of the connecting rod piece 1a.
It is made smaller than the gap h of 3a. Reference numeral 12b denotes a hook-shaped head provided at one end of the main body portion 11b, which includes a guide portion 121b and a stopper portion 122b. As shown in FIG. 1, the guide portion 121b is a forked parallel portion 13a of the connecting rod piece 1a. 13a is slidably received in the long hole of the long ring-shaped piece, and the stopper portion 122b slidably contacts the outer surface of each long ring-shaped piece 13a (the sliding surface of the stopper is a curved surface. Exist).

【0014】図5において、13bは受口側金具Bに対
する係止部であり、図3に示す金具Bの重畳耳部211
b・212bのスリット24bから同耳部の連結棒挿通
孔23bに導入されるコア部131bと同耳部の両面に
当接される鍔部132b,132bとを有し、コア部1
3bの断面形状は長形、例えば図5の(ニ)のように長
円形とされ、断面の長軸長eさは上記耳部スリット24
bの間隙より大とされ、端軸長さfはスリット24bの
厚みより小とされている。
In FIG. 5, reference numeral 13b denotes a locking portion for the socket-side fitting B, and the overlapping ear portion 211 of the fitting B shown in FIG.
The core portion 131b is introduced from the slit 24b of the b / 212b into the connecting rod insertion hole 23b of the same ear portion, and the flange portions 132b and 132b are in contact with both surfaces of the same ear portion.
The cross-sectional shape of 3b is an oblong shape, for example, an oval shape as shown in FIG. 5D, and the major axis length e of the cross section is the ear slit 24.
It is larger than the gap b, and the end axis length f is smaller than the thickness of the slit 24b.

【0015】図1の(イ)及び図1の(ロ)に示す管の
接続構造を組み立てるには、管の挿口aを受口bにゴム
リングを介して差し込み、次いで、受口外面の肩に受口
側金具Bの金具片を抱合して当該金具Bの耳部を重ね、
図6に示すように、連結棒の連結棒片1bの係止コア部
131bを耳部のスリット24bより同耳部の連結棒挿
通孔24bに導入し、この導入後、そのコア部断面の長
軸方向をスリットの方向に対し直角方向とするように連
結棒片1bを90°回転させる。この回転により、連結
棒片1bの係止部コアが金具Bの耳部のスリットから逃
げるのを防止でき、同係止部の鍔部で金具Bの耳部を挾
んで連結棒片bが金具Bに係止されると共に金具Bが受
口の肩に抱着される。
In order to assemble the pipe connecting structure shown in FIGS. 1 (a) and 1 (b), the pipe insertion port a is inserted into the receiving port b via a rubber ring, and then the outer surface of the receiving port is attached. By embracing the metal piece of the metal fitting B on the shoulder and overlapping the ear of the metal fitting B,
As shown in FIG. 6, the locking core portion 131b of the connecting rod piece 1b of the connecting rod is introduced from the slit 24b of the ear into the connecting rod insertion hole 24b of the same ear, and after this introduction, the length of the cross section of the core portion is increased. The connecting rod piece 1b is rotated by 90 ° so that the axial direction is perpendicular to the slit direction. By this rotation, it is possible to prevent the locking portion core of the connecting rod piece 1b from escaping from the slit of the ear of the metal fitting B, and the brim portion of the locking portion sandwiches the ear portion of the metal fitting B so that the connecting rod piece b is attached to the metal fitting. The metal fitting B is locked to B and is attached to the shoulder of the socket.

【0016】この連結棒片b一端のかぎ状ヘッドと連結
棒片aの二又平行部とは前記した通り、可動的に結合し
てある。上記のように、受口bに受口側金具Bを抱合固
定し、同金具Bに連結棒の連結棒片1bを係止すれば、
挿口a側の管端部に金具Aの上下金具片を抱合せると共
に連結棒片1a一端のT字型ヘッドを金具片耳部の係止
用孔に納め、次いで上下金具片の耳部間をボルト・ナッ
トで締め付け、挿口側金具Aを挿口側管端部に抱合固定
すると共に連結棒片1aの一端を金具Aに係止し、これ
にて、図1に示す、管接続構造の組立て作業を終了す
る。
The hook-shaped head at one end of the connecting rod piece b and the bifurcated parallel portion of the connecting rod piece a are movably connected as described above. As described above, if the socket-side fitting B is fixed to the socket b and the connecting rod piece 1b of the connecting rod is locked to the bracket B,
The upper and lower metal fitting pieces of the metal fitting A are joined to the pipe end on the side of the insertion opening a, and the T-shaped head at one end of the connecting rod piece 1a is housed in the locking hole of one ear of the metal fitting. Tighten with the bolts and nuts to bind and fix the insertion side metal fitting A to the insertion end side pipe end, and lock one end of the connecting rod piece 1a to the metal fitting A, so that the pipe connection structure shown in FIG. Finish the assembly work.

【0017】図1において、接続された管相互間の管軸
方向正逆移動は、連結棒片1aの二又平行部の長リング
形片13aに対する連結棒片1bのT字型ヘッド12b
の摺動ストロ−クの範囲内で自由に生じさせることがで
き、前記した大地震時の管軸方向移動量±75mmは、
二又平行部の長孔の長さを150〜160mm程度とす
ることにより、脱離防止機構の大型化を来すことなく容
易に保証できる。
In FIG. 1, forward and backward movements of the connected pipes in the pipe axial direction are performed by the T-shaped head 12b of the connecting rod piece 1b with respect to the long ring-shaped piece 13a of the bifurcated parallel portion of the connecting rod piece 1a.
Can be freely generated within the range of the sliding stroke of
By setting the length of the long hole of the bifurcated parallel portion to about 150 to 160 mm, it is possible to easily ensure without increasing the size of the detachment prevention mechanism.

【0018】また、図1の(イ)において、連結棒片1
bの一端12bを回転支点として連結棒片1bをm方向
に実質的に抵抗の作用なく曲げ移動させることができ
る。すなわち、管軸方向をX軸方向とすると、連結棒片
1bをX軸からY軸に向けほぼ自由に曲げ移動させるこ
ととができる。更に、図1の(ロ)において、連結棒片
1aの二又平行部13a,13aの間隔hと連結棒片1
bの本体部11bの外径dとの差を大きくすることによ
り連結棒片bをX軸からZ軸に向う曲げ移動を充分に大
きくできる。そこで、接続された管相互間の前記した大
地震時の管周方向移動量±8°は、連結棒片1aの二又
平行部の間隔hを連結棒片1bの本体部の外径dに較べ
て大きくすることにより(例えば、dが13mmφの場
合、hを22mmとする。)、脱離防止機構の大型化を
来すことなく容易に保証できる。
Further, in FIG. 1A, the connecting rod piece 1
It is possible to bend and move the connecting rod piece 1b in the m direction with substantially no resistance acting with the one end 12b of b as the fulcrum of rotation. That is, when the tube axis direction is the X axis direction, the connecting rod piece 1b can be bent and moved almost freely from the X axis to the Y axis. Further, in FIG. 1B, the distance h between the forked parallel portions 13a, 13a of the connecting rod piece 1a and the connecting rod piece 1
Bending movement of the connecting rod piece b from the X axis to the Z axis can be sufficiently increased by increasing the difference from the outer diameter d of the body portion 11b of b. Therefore, the pipe circumferential direction movement amount ± 8 ° between the connected pipes at the time of the large earthquake is determined by the distance h between the forked parallel portions of the connecting rod piece 1a to the outer diameter d of the main body portion of the connecting rod piece 1b. By making it relatively large (for example, when d is 13 mmφ, h is 22 mm), it can be easily assured without increasing the size of the detachment prevention mechanism.

【0019】従って、本発明に係る管接続構造において
は、内圧スラスト荷重に対する離脱防止機構を付設して
いるにもかかわらず、接続された管相互間の地震時での
相対移動を拘束することがなく、地震時での作用力をゴ
ムリングを介しての受口・挿口間の相対移動で吸収させ
得、離脱防止機構が大なる反力の作用で破壊したり、管
が損傷するのを防止できる。従って、地震発生後も、内
圧スラスト荷重に対する離脱防止を満足に行わせること
ができる。
Therefore, in the pipe connecting structure according to the present invention, the relative movement of the connected pipes during an earthquake can be restrained even though the separation preventing mechanism for the internal pressure thrust load is additionally provided. Instead, the acting force at the time of an earthquake can be absorbed by the relative movement between the receiving port and the inserting port via the rubber ring, and the detachment prevention mechanism can be destroyed by the action of a large reaction force or the pipe can be damaged. It can be prevented. Therefore, even after the occurrence of the earthquake, it is possible to satisfactorily prevent the internal pressure thrust load from being separated.

【0020】図7の(イ)は本発明に係る管接続構造の
別例を示す平面図、図7の(ロ)は図7の(イ)におけ
るロ−ロ断面図である。図7の(イ)及び図7の(ロ)
において、aは挿口である。Aは挿口側の管端部に抱合
固定された挿口側金具であり、上下の金具片から構成さ
れ、各金具片の両端に縦長の耳部11が設けられ、上下
金具片の耳部11,11間に突起部111,111で一
定の間隔が保持され、こられの耳部がボルト・ナット1
12で締結されている。13は耳部に設けられた長孔で
ある。1は連結棒であり、両端にT字型ヘッダ−12,
12を有し、連結棒一端のT字型ヘッダ−12の突部が
挿口側金具Aの耳部の長孔13に摺動自在に受容されて
いる。
FIG. 7A is a plan view showing another example of the pipe connection structure according to the present invention, and FIG. 7B is a sectional view taken along the line RO in FIG. 7A. 7 (a) and FIG. 7 (b)
In, a is an insertion opening. A is an insertion-side metal fitting that is fixed to the insertion-side tube end portion by tying. It is composed of upper and lower metal fitting pieces, and vertically long ears 11 are provided at both ends of each metal fitting piece. The protrusions 111 and 111 maintain a constant space between the protrusions 11 and 11, and the ears of these are the bolts and nuts 1.
It is concluded at 12. Reference numeral 13 is a long hole provided in the ear portion. 1 is a connecting rod, and T-shaped headers-12 and 12 are provided at both ends.
The projection of the T-shaped header-12 at one end of the connecting rod is slidably received in the long hole 13 of the ear of the insertion side metal fitting A.

【0021】bは受口、Bは受口に抱合固定された受口
側金具Bであり、上記挿口側金具Aと同様、縦長の耳部
を有し、耳部間が突起部で一定の間隔に保持され、上下
の耳部がボルト・ナットで締結され、連結棒他端のT字
型ヘッダ−の突部が受口側金具Bの耳部の長孔に摺動自
在に受容されている。この実施例において、接続された
管相互間の管軸方向正逆移動は、各金具耳部の長孔にお
ける連結棒両端の各T字型ヘッドの摺動ストロ−クの範
囲内で自由に生じさせることができる。また、連結棒各
端を回転支点として、管軸方向(X軸方向)からこの軸
方向に垂直な一の方向の軸(Y軸)に向けて実質的に抵
抗の作用なく曲げ移動させることができ、更に、各金具
の上下耳部間の間隔hと連結棒の外径dとの差を大きく
することにより連結棒の上記X軸からZ軸に向けての曲
げ移動を充分に大きくできる。従って、接続された管相
互間の地震時での相対移動を拘束することがなく、地震
時での作用力をゴムリングを介しての受口・挿口間の相
対移動で吸収させ得、上記と同様、地震発生後も、内圧
スラスト荷重に対する離脱防止を満足に行わせることが
できる。
Reference numeral b is a receptacle, and B is a socket-side metal fitting B which is fixed to the socket by tying. The same as the above-mentioned socket-side bracket A, it has vertically long ears, and there is a protrusion between the ears. , The upper and lower ears are fastened with bolts and nuts, and the projection of the T-shaped header at the other end of the connecting rod is slidably received in the long hole of the ear of the socket B. ing. In this embodiment, the forward and backward movements of the connected pipes in the axial direction of the pipe freely occur within the range of the sliding stroke of the T-shaped heads at both ends of the connecting rod in the elongated holes of the ear of each metal fitting. Can be made. Also, with each end of the connecting rod serving as a fulcrum of rotation, bending movement can be performed from the tube axis direction (X axis direction) to the axis (Y axis) in one direction perpendicular to this axis direction without substantially acting. Further, by increasing the difference between the distance h between the upper and lower ears of each metal fitting and the outer diameter d of the connecting rod, the bending movement of the connecting rod from the X axis to the Z axis can be sufficiently increased. Therefore, it is possible to absorb the acting force at the time of the earthquake by the relative movement between the receiving port and the insertion port through the rubber ring without restraining the relative movement between the connected pipes at the time of the earthquake. Similarly to the above, even after the occurrence of the earthquake, the separation prevention against the internal pressure thrust load can be satisfactorily performed.

【0022】本発明は上記の実施形態以外でも実施可能
であり、例えば、挿口側金具Aと受口側金具Bとを、中
間に弛みを有するロ−プで連結した形態で実施すること
も可能である。
The present invention can be carried out in other embodiments than the above-mentioned embodiment. For example, the insertion side metal fitting A and the receiving side metal fitting B may be connected by a rope having a slack in the middle. It is possible.

【0023】[0023]

【発明の効果】本発明に係る管接続構造においては、離
脱防止機構を付設しているにもかかわらず、接続された
管相互の管軸方向移動及び円周方向移動の拘束を回避で
き、これらの移動力を受口・挿口間のゴムリングの弾性
吸収作用で効果的に吸収させ得、地震時での離脱防止機
構や管の破損をよく防止でき、地震時においても離脱防
止機構によるスラスト荷重支持作用を満足に営ませるこ
とができる。
In the pipe connecting structure according to the present invention, although the disconnection preventing mechanism is additionally provided, it is possible to avoid the constraint of the pipe axial movement and the circumferential movement of the connected pipes. The elastic force of the rubber ring between the receiving port and insertion port can be effectively absorbed, and the detachment prevention mechanism and pipe damage during an earthquake can be well prevented, and the thrust is also provided by the detachment prevention mechanism during an earthquake. The load supporting action can be satisfactorily achieved.

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

【図1】図1の(イ)は本発明に係る管接続構造を示す
平面図、図1の(ロ)は同じく側面図である。
1 (a) is a plan view showing a pipe connection structure according to the present invention, and FIG. 1 (b) is a side view thereof.

【図2】図2の(イ)は本発明において使用する挿口側
抱着金具を示す側面図、図2の(ロ)は同じく右半分を
断面で示す側面図である。
FIG. 2 (a) is a side view showing an insertion-side holding metal fitting used in the present invention, and FIG. 2 (b) is a side view showing a right half thereof in section.

【図3】図3の(イ)は本発明において使用する受口側
抱着金具を示す正面図、図3の(ロ)は同金具の金具半
片を示す正面図、図3の(ハ)は同金具半片を示す平面
図である。
3 (A) is a front view showing a socket-side holding metal fitting used in the present invention, FIG. 3 (B) is a front view showing a metal fitting half piece of the metal fitting, and FIG. FIG. 7 is a plan view showing the metal fitting half piece.

【図4】図4の(イ)は本発明において使用する連結棒
の挿口側連結棒片を示す平面図、図4の(ロ)は同じく
側面図である。
4 (a) is a plan view showing an insertion-side connecting rod piece of a connecting rod used in the present invention, and FIG. 4 (b) is a side view thereof.

【図5】図5の(イ)は本発明において使用する連結棒
の受口側連結棒片を示す平面図、図5の(ロ)は同じく
側面図、図5の(ハ)及び図5の(ニ)は図5の(ロ)
におけるハ−ハ断面図及びニ−ニ断面図である。
5 (a) is a plan view showing a socket-side connecting rod piece of a connecting rod used in the present invention, FIG. 5 (b) is a side view, FIG. 5 (c) and FIG. (D) is (b) in FIG.
FIG. 3 is a cross-sectional view and a cross-sectional view taken along line II of FIG.

【図6】本発明に係る管接続構造を組み立てるときの受
口側抱着金具への受口側連結棒片の係止方法を示す説明
図である。
FIG. 6 is an explanatory view showing a method of locking the receiving-side connecting rod piece to the receiving-side holding metal fitting when assembling the pipe connection structure according to the present invention.

【図7】図7の(イ)は本発明に係る管接続構造の別例
を示す平面図、図7の(ロ)は図7の(イ)におけるロ
−ロ断面図である。
7 (A) is a plan view showing another example of the pipe connection structure according to the present invention, and FIG. 7 (B) is a cross-sectional view taken along line 7- (B) of FIG.

【符号の説明】[Explanation of symbols]

a 挿口 b 受口 A 挿口側金具 B 受口側金具 1 連結棒 C 伸縮・曲げ可動部 a Entry b Entry A A Entry side metal fitting B Entry side metal fitting 1 Connecting rod C Expansion / bending movable part

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】一方の管の挿口が他方の管の受口にゴムリ
ングを介して差し込まれ、挿口側の管端部と受口とにそ
れぞれ金具が抱合固定され、これらの金具間が耐張力メ
ンバ−で連結されてなる管の接続構造において、耐張力
メンバ−が管軸方向に伸縮またはスライド可能で、しか
も、管軸方向に垂直で、かつ互に直交する両軸に向け曲
げ可能とされていることを特徴とする管接続構造。
1. An insertion port of one pipe is inserted into a receiving port of the other pipe via a rubber ring, and metal fittings are respectively bound and fixed to the pipe end portion and the receiving port on the insertion port side. In a pipe connecting structure in which the tensile strength members are connected to each other, the tensile strength members can be expanded and contracted or slid in the axial direction of the pipe, and are bent toward both axes perpendicular to the axial direction of the pipe and orthogonal to each other. A pipe connection structure characterized by being possible.
【請求項2】一方の金具に一端が係止される基部の他端
に二又平行部を有し、この二又平行部の各片が長リング
状とされた連結棒片と、前記二又平行部の平行間隙内に
通される太さの本体部の先端に同二又平行部の両長リン
グ形片に摺動自在に嵌められるかぎ状ヘッドを有し、他
端が他方の金具に係止される連結棒片とで耐張力メンバ
−が構成されている請求項1記載の管接続構造。
2. A connecting rod piece having a bifurcated parallel portion at the other end of a base portion whose one end is engaged with one of the metal fittings, each piece of the bifurcated parallel portion being a long ring shape, Further, a hook-shaped head slidably fitted to both long ring-shaped pieces of the same bifurcated parallel part is provided at the tip of the main body having a thickness passed through the parallel gap of the parallel part, and the other end has the other metal fitting. The pipe connecting structure according to claim 1, wherein a tension-resistant member is constituted by a connecting rod piece that is locked to.
【請求項3】受口側の金具が受口外面の肩に係合される
二つ割れ体であり、割れ部位において各分割片の耳部が
重ねられ、これらの耳部に耐張力メンバ−である連結棒
他端部の挿通孔とその連結棒他端部を外部から同挿通孔
に導入するためのスリットが設けられ、同連結棒他端部
に前記耳部の両側面に当接される鍔が設けられている請
求項1記載の管接続構造。
3. The socket-side fitting is a two-split body that engages with a shoulder on the outer surface of the socket, and the ears of the respective divided pieces are overlapped at the cracked portion, and the tension-resistant member is attached to these ears. Is provided with a through hole at the other end of the connecting rod and a slit for introducing the other end of the connecting rod from the outside into the through hole, and the other end of the connecting rod is brought into contact with both side surfaces of the ear portion. The pipe connection structure according to claim 1, further comprising a collar.
JP08836496A 1996-04-10 1996-04-10 Pipe connection structure Expired - Lifetime JP3276287B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08836496A JP3276287B2 (en) 1996-04-10 1996-04-10 Pipe connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08836496A JP3276287B2 (en) 1996-04-10 1996-04-10 Pipe connection structure

Publications (2)

Publication Number Publication Date
JPH09280441A true JPH09280441A (en) 1997-10-31
JP3276287B2 JP3276287B2 (en) 2002-04-22

Family

ID=13940756

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08836496A Expired - Lifetime JP3276287B2 (en) 1996-04-10 1996-04-10 Pipe connection structure

Country Status (1)

Country Link
JP (1) JP3276287B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100683425B1 (en) * 2006-05-19 2007-02-22 주식회사 뉴보텍 A joint apparatus for absorption of impact
KR100905198B1 (en) * 2007-04-27 2009-06-26 이석정 Water pipe connection device with separation prevention function
JP2013508574A (en) * 2009-10-16 2013-03-07 アイエイチシー・ホーランド・アイイー・ビー.ブイ. Nested pipe section assembly
CN103244771A (en) * 2013-05-24 2013-08-14 中建五局工业设备安装有限公司 Butt joint device of expansion joint of drain pipe
EP2725274A3 (en) * 2012-10-25 2016-06-08 Lothar Schütz Height adjustable pipe joint
JP2018146009A (en) * 2017-03-03 2018-09-20 株式会社水道技術開発機構 Telescopic motion restriction structure for joint pipe and second telescopic motion restriction tool
CN109237181A (en) * 2017-07-11 2019-01-18 北京康斯特仪表科技股份有限公司 adjustable connecting device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100683425B1 (en) * 2006-05-19 2007-02-22 주식회사 뉴보텍 A joint apparatus for absorption of impact
KR100905198B1 (en) * 2007-04-27 2009-06-26 이석정 Water pipe connection device with separation prevention function
JP2013508574A (en) * 2009-10-16 2013-03-07 アイエイチシー・ホーランド・アイイー・ビー.ブイ. Nested pipe section assembly
EP2725274A3 (en) * 2012-10-25 2016-06-08 Lothar Schütz Height adjustable pipe joint
CN103244771A (en) * 2013-05-24 2013-08-14 中建五局工业设备安装有限公司 Butt joint device of expansion joint of drain pipe
JP2018146009A (en) * 2017-03-03 2018-09-20 株式会社水道技術開発機構 Telescopic motion restriction structure for joint pipe and second telescopic motion restriction tool
CN109237181A (en) * 2017-07-11 2019-01-18 北京康斯特仪表科技股份有限公司 adjustable connecting device

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