JPS5924313B2 - Internally bonded seismic pipe fitting - Google Patents

Internally bonded seismic pipe fitting

Info

Publication number
JPS5924313B2
JPS5924313B2 JP11011476A JP11011476A JPS5924313B2 JP S5924313 B2 JPS5924313 B2 JP S5924313B2 JP 11011476 A JP11011476 A JP 11011476A JP 11011476 A JP11011476 A JP 11011476A JP S5924313 B2 JPS5924313 B2 JP S5924313B2
Authority
JP
Japan
Prior art keywords
socket
sealing material
pipe fitting
engagement protrusion
tip
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
JP11011476A
Other languages
Japanese (ja)
Other versions
JPS5334122A (en
Inventor
忠雄 山路
鋭 中島
隆雄 相良
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.)
Kubota Corp
Original Assignee
Kubota 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 Kubota Corp filed Critical Kubota Corp
Priority to JP11011476A priority Critical patent/JPS5924313B2/en
Publication of JPS5334122A publication Critical patent/JPS5334122A/en
Publication of JPS5924313B2 publication Critical patent/JPS5924313B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Joints With Sleeves (AREA)
  • Joints Allowing Movement (AREA)

Description

【発明の詳細な説明】 本発明は、耐震機能を有する内面接合力式の管継手に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an internal bonding force type pipe joint having an earthquake-resistant function.

管内面側から受口と挿口との水密接合を行なう様にした
内面接合方式の管継手は知られているが、かかる管継手
においても近年耐震機能を有するものが要求される様に
なってきた。
Pipe joints of the inner surface joint type, in which the socket and the insertion port are watertightly connected from the inner surface of the pipe, are known, but in recent years there has been a demand for such pipe joints to have an earthquake-resistant function. Ta.

この耐震機能は、互いに嵌合された受口挿口間の管軸方
向一定範囲内の相対移動は許すが、それ以上の移動に起
因する相互間の抜は出しは確実に阻止することによって
達成される。
This seismic resistance function is achieved by allowing relative movement within a certain range in the tube axis direction between the sockets and sockets that are fitted together, but reliably preventing them from coming out due to further movement. be done.

本発明はこの様な内面接合耐震管継手の提供を目的とす
るものである。
The object of the present invention is to provide such an internally bonded earthquake-resistant pipe joint.

以下、本発明の一実施例を図面に基づいて説明すると、
1は受口、2は挿口であり、3は受口1内周のシール材
装着テーパ面4と挿口外周面との間に介装されたシール
材である。
Hereinafter, one embodiment of the present invention will be described based on the drawings.
1 is a socket, 2 is a socket, and 3 is a sealing material interposed between the sealing material attachment tapered surface 4 on the inner circumference of the socket 1 and the outer peripheral surface of the socket.

5はシール材3を受口内側からテーパ面4に向かって押
し付けるための押圧手段であって、その一端は中継用の
側輪6を介して前記シール材3背而に接当し、他端は受
口奥端段面7に接当係合している。
Reference numeral 5 denotes a pressing means for pressing the sealing material 3 from the inside of the socket toward the tapered surface 4, one end of which is in contact with the back of the sealing material 3 via a relay side ring 6, and the other end is in contact with the back of the sealing material 3. is abuttingly engaged with the stepped surface 7 at the rear end of the socket.

前記抑圧手段5は通常、周方向複数分割の押輪8とこの
押輪8に螺合する押しボルト9とを有し、押しボルト9
を挿口2先端と受口奥端段面7の間の空間から回転させ
ることによりシール材3を押圧して受口挿口間の水密を
確保する様にされている。
The suppressing means 5 usually has a push ring 8 divided into multiple parts in the circumferential direction and a push bolt 9 screwed into the push ring 8.
is rotated from the space between the tip of the socket 2 and the step surface 7 at the rear end of the socket, thereby pressing the sealing material 3 and ensuring watertightness between the sockets.

17はバックアップリングである。17 is a backup ring.

10は挿口2の先端に一端が内嵌した周方向複数制の係
合筒体で、周方向適当間隔おきに配置したセットボルト
11により挿口2の先端に固定されており、該係合筒体
11の先端外面には、受口1の奥端段面7よりも奥側に
位置して受口1内面に設けられた環状の係合突部12と
係合可能ω環状の係合突部13が設けられている。
Reference numeral 10 designates a circumferential plurality of engagement cylinders having one end fitted inside the tip of the socket 2, which is fixed to the top of the socket 2 by set bolts 11 arranged at appropriate intervals in the circumferential direction, The outer surface of the tip of the cylinder 11 has an annular engagement protrusion 12 that is located on the inner side of the inner surface of the socket 1 and can be engaged with an annular engagement protrusion 12 that is located on the inner side of the inner surface of the socket 1. A protrusion 13 is provided.

14は挿口2の環状溝15に嵌合した環状突部である。Reference numeral 14 denotes an annular protrusion that fits into the annular groove 15 of the socket 2.

なお、係合突部12を突設した受口内面16は管の通常
径の部分よりも大径に形成されており、また係合筒体1
0の内向は管の内面に施したモルタルライニング17の
内面と同径に設定されている。
Note that the socket inner surface 16 on which the engaging protrusion 12 protrudes is formed to have a larger diameter than the normal diameter portion of the pipe, and the engaging cylinder 1
The inward direction of 0 is set to be the same diameter as the inner surface of the mortar lining 17 provided on the inner surface of the tube.

このような構成によると、受口1の係合突部12と挿口
2側の係合突部13との係合により、抜は出し阻止がな
され、また挿口側の係合突部13が移動可能な範囲ある
いは挿口2の先端が押輪8に接当するまでの範囲におい
て挿口2と受口1との相対移動が許容され、よって耐震
機能を持つものである。
According to such a configuration, the engagement between the engagement protrusion 12 of the receptacle 1 and the engagement protrusion 13 on the receptacle side 2 prevents it from being pulled out, and the engagement protrusion 13 on the receptacle side Relative movement between the socket 2 and socket 1 is allowed within the range in which the socket 2 is movable or until the tip of the socket 2 comes into contact with the push ring 8, and therefore has an earthquake-resistant function.

継手接合にあたっては、挿口2を挿入した後、挿口2の
先端と受口奥端段面7との間の窒間から、シール材3、
側輪6、押輪8等の設置を行ない、その後係合筒体10
の挿口2への取付けを行なえばよく、このようにすべて
内向からの作業により継手接合が行なえる。
When joining the joint, after inserting the socket 2, apply the sealing material 3,
After installing the side wheels 6, push rings 8, etc., the engaging cylinder 10 is installed.
It is only necessary to attach the joint to the socket 2, and in this way all the joints can be joined by working from the inside.

この発明は、以上述べたように、シール材の押圧手段接
当用の受口奥端段面よりも奥側に位置する受口内面に係
合突部を突設すると共に、この係合突部に保合可能な周
方向複数割りの係合筒体を挿口先端に取付けたものであ
るから、耐震機能および水密機能を備えながら継手接合
をすべて内面から行なえる管継手を提供することができ
る。
As described above, the present invention provides an engaging protrusion protrudingly provided on the inner surface of the socket located on the back side of the socket's rear end stepped surface for contacting the pressing means of the sealing material, and the engaging protrusion. Since the pipe fitting is equipped with a plurality of circumferentially divided engagement cylinders that can be secured to the pipe fitting at the tip of the fitting, it is possible to provide a pipe joint that has earthquake-resistant and watertight functions and can be joined entirely from the inside. can.

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

図面はこの発明の一実施例を示す縦断側面図である。 1・・・・・・受口、2・・・・・・挿口、3・・・・
・・シール材、4・・・・・・シール材装着テーパ面、
5・・・・・・押圧手段、7・・・・・・奥端段面、1
0・・・・・・係合筒体、12,13・・・・・・係合
突部。
The drawing is a longitudinal side view showing an embodiment of the present invention. 1... socket, 2... insertion, 3...
...Seal material, 4...Seal material attachment tapered surface,
5... Pressing means, 7... Back end step surface, 1
0... Engagement cylindrical body, 12, 13... Engagement protrusion.

Claims (1)

【特許請求の範囲】[Claims] 1 受口内面のシール材装着テーパ面と挿口外面との間
にシール材を配置し、該シール材と受口奥端段面との間
に、上記シール材を押圧する手段を配置した管継手にお
いて、受口奥端段面よりも奥側に立置する受口内面に環
状の係合突部を設けると共に、挿口の先端に該挿口先端
に一端が内嵌する周方向複数制の係合筒体を固定し、該
係合筒体の先端外面に、受口の係合突部と受口奥側から
係合可能な環状の係合突部を設けたことを特徴とする内
面接合式耐震管継手。
1 A pipe in which a sealing material is arranged between the tapered surface on which the sealing material is attached on the inner surface of the socket and the outer surface of the socket, and a means for pressing the sealing material is arranged between the sealing material and the step surface at the back end of the socket. In the joint, an annular engagement protrusion is provided on the inner surface of the socket that is placed upright on the back side of the step surface at the rear end of the socket, and a plurality of circumferential restraints are provided at the tip of the socket, one end of which fits internally into the tip of the socket. The engagement cylinder is fixed, and an annular engagement protrusion that can be engaged with the engagement protrusion of the socket from the back side of the socket is provided on the outer surface of the distal end of the engagement cylinder. Internally bonded earthquake-resistant pipe fitting.
JP11011476A 1976-09-13 1976-09-13 Internally bonded seismic pipe fitting Expired JPS5924313B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11011476A JPS5924313B2 (en) 1976-09-13 1976-09-13 Internally bonded seismic pipe fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11011476A JPS5924313B2 (en) 1976-09-13 1976-09-13 Internally bonded seismic pipe fitting

Publications (2)

Publication Number Publication Date
JPS5334122A JPS5334122A (en) 1978-03-30
JPS5924313B2 true JPS5924313B2 (en) 1984-06-08

Family

ID=14527386

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11011476A Expired JPS5924313B2 (en) 1976-09-13 1976-09-13 Internally bonded seismic pipe fitting

Country Status (1)

Country Link
JP (1) JPS5924313B2 (en)

Also Published As

Publication number Publication date
JPS5334122A (en) 1978-03-30

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