JPS5940631Y2 - pipe fittings - Google Patents
pipe fittingsInfo
- Publication number
- JPS5940631Y2 JPS5940631Y2 JP104580U JP104580U JPS5940631Y2 JP S5940631 Y2 JPS5940631 Y2 JP S5940631Y2 JP 104580 U JP104580 U JP 104580U JP 104580 U JP104580 U JP 104580U JP S5940631 Y2 JPS5940631 Y2 JP S5940631Y2
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- joint
- joint body
- tube
- bolts
- 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
Links
Landscapes
- Joints With Sleeves (AREA)
Description
【考案の詳細な説明】
本考案は管体同士を相互に接続する管継手に関するもの
である。[Detailed Description of the Invention] The present invention relates to a pipe joint that connects pipe bodies to each other.
一般に多くの場合、地下埋設される大口径の上下水道用
パイプラインは、その管体同士を相互に接続する管継手
構造がいんろう継手、フランジ継手などであって、接続
すべき管体同士の相対向する一方の管体の管端部に他方
の管体の管端部を受は入れる受口が一体に形成された鋳
鉄管が多用されていることは周知の通りである。In general, in large-diameter water and sewage pipelines that are buried underground, the pipe joint structure that connects the pipe bodies to each other is a dowel joint, a flange joint, etc. It is well known that cast iron pipes are often used, in which the ends of one of the opposing tube bodies are integrally formed with a socket for receiving the end of the other tube body.
そして、上記上下水道用ラインパイプに鋳鉄管が多用さ
れる理由は、その管体同士を相互に接続する管継手の構
造があらゆる場合に対応可能なまでに、技術的にほぼ確
立されていてその接続作業が容易になしうろこと、安価
であること、比較的耐食性に優れていることなどである
。The reason why cast iron pipes are often used for water and sewage line pipes is that the structure of the pipe joints that connect the pipe bodies to each other has been technologically established to the point that it can be used in all kinds of situations. These include easy connection work, low cost, and relatively good corrosion resistance.
しかしながら鋳鉄管の場合には、致命的な問題点として
、■管継手構造が一方の管体の管端部に設けられた他方
の管体の管端部を受は入れる受口を、管口径より大きく
したものであるため、接続部における掘削土砂量を多く
する必要があり、かつハンドリングし難い、■繰返し荷
重を受けるとその鋳造製造上、生成する単起因による割
れが発生し易い、■脆く、同一強度確保上継目無製管法
、スパイラル製管法およびVOE製管法などによって製
造されるいわゆる鋼管に比べ厚肉のものが必要で大重量
となりハンドリングが容易でないなどの問題がある。However, in the case of cast iron pipes, there is a fatal problem: (1) The pipe joint structure is such that when the pipe end of one pipe body is provided with a socket that receives the pipe end of the other pipe body, the pipe diameter is Since it is larger, it is necessary to increase the amount of excavated earth and sand at the connection part, and it is difficult to handle; ■ It is easy to crack due to a single cause due to the casting manufacturing process when subjected to repeated loads; ■ It is brittle. In order to ensure the same strength, the steel pipes need to be thicker than the so-called steel pipes manufactured by the seamless pipe manufacturing method, the spiral pipe manufacturing method, the VOE pipe manufacturing method, etc., and have problems such as being heavy and difficult to handle.
従って近時においては上記鋳鉄管が有する特に前述した
■、■の問題がないいわゆる鋼管の適用が進められるよ
うになっている。Therefore, in recent years, so-called steel pipes have been increasingly used, which do not have the above-mentioned problems (1) and (3) that cast iron pipes have.
そしてこの場合、鋼管の製造上、その管端部に鋳鉄管の
ごとき受口部を一体成形するには別の工程を必要とし、
高価なものとなるからこのよいなことがないよう全長に
わたって同一口径の状態で管体同士を相互に接続するこ
とができ、かつ作業性のよい管継手の開発が望まれてい
るのが実状である。In this case, in manufacturing the steel pipe, a separate process is required to integrally mold the socket part, such as a cast iron pipe, at the end of the pipe.
In order to prevent this disadvantage from being expensive, there is a need for the development of a pipe joint that can connect pipes with the same diameter over their entire length and that is easy to work with. be.
そのため従来においては、種々鋼管用管継手として提起
され、たとえば実開昭54−89523号公報などがあ
るが、この場合における管継手は、あくまでも気密性を
損うことなく鋼管同士を接続することを目的としている
がため、外部突出部が太きく形成されたものとなってい
る。Therefore, in the past, various pipe joints for steel pipes have been proposed, such as in Japanese Utility Model Application Publication No. 54-89523, but pipe joints in this case are intended only to connect steel pipes without compromising airtightness. Because of this purpose, the external protrusion is thick.
このことから本考案が特に対象とする大口径管のたとえ
ば地下埋設される上下水道用パイプライン形成に際し用
いられる上記鋳鉄管に代る全長にわたって同一径の鋼管
同士を接続する管継手としての使用には、上述鋳鉄管の
欠点■が解消されえず対応しきれないものとなっている
。For this reason, the present invention is particularly suitable for use as a pipe joint for connecting steel pipes of the same diameter over the entire length, in place of the cast iron pipes used in the formation of underground water and sewage pipelines, such as large-diameter pipes that are specifically targeted by the present invention. However, the above-mentioned drawback (2) of cast iron pipes cannot be overcome and cannot be addressed.
本考案は上述に鑑みなされたものであり、通常のパイプ
ライン形成における管体接続用管継手としては勿論のこ
と、特に大口径管、たとえば地下埋設される上下水道用
パイプライン形成における上記鋳鉄管用管継手に代る鋼
管用管継手として、管継手の主目的たる気密性保持性を
損なうことなくかつ鋳鉄管の上述欠点のが解消されしか
も簡易な構成で作業性良くさらに軽量安価なものを提供
せんとするものである。The present invention has been developed in view of the above, and can be used not only as a pipe joint for connecting pipe bodies in the formation of ordinary pipelines, but also particularly for large-diameter pipes, such as cast iron pipes in the formation of water supply and sewage pipelines buried underground. As a pipe fitting for steel pipes that replaces pipe fittings, it does not impair the airtightness that is the main purpose of pipe fittings, eliminates the above-mentioned drawbacks of cast iron pipes, and provides a simple structure that is easy to work with, lightweight, and inexpensive. This is what I am trying to do.
本考案は、接合せんとする管体同士のそれぞれの管端部
外周面に形成された環状の係止溝と、上記接合管体の管
端部にわたって被嵌し、かつ内周面に上記各係止溝に嵌
合する係合突片を有する少なくとも2分割形成された継
手本体と、該継手本体の隣接端面に相対向して対をなす
ボルトを植設するとともにこのボルトを各々挿通せしめ
かつ軸方向に沿った一方向からの押圧力によりボルトを
介して上記継手本体に引寄せ作用を促すべき傾斜角度を
もって形成された長孔を有する接続板およびこの接続板
を介して上記ボルトに螺合するナツトからなる締付部材
と、上記接合管体の端縁間を埋設しつつ管端部外周面と
上記継手本体内周面との面間に介挿支持される弾性パツ
キンとで構成したことを特徴とする管継手である。The present invention has an annular locking groove formed on the outer circumferential surface of each tube end of the tube bodies to be joined, and an annular locking groove that is fitted over the tube ends of the joint tube bodies, and is provided on the inner circumferential surface of each of the above-mentioned locking grooves. A joint body is formed into at least two parts and has an engaging protrusion that fits into a locking groove, and a pair of bolts are implanted facing each other in adjacent end surfaces of the joint body, and the bolts are respectively inserted through the joint body. A connecting plate having a long hole formed at an inclined angle to encourage a pulling action on the joint body through the bolt by a pressing force from one direction along the axial direction, and a connecting plate that is screwed to the bolt through the connecting plate. and an elastic packing that is embedded between the edges of the joint pipe body and inserted and supported between the outer peripheral surface of the pipe end and the inner peripheral surface of the joint body. This is a pipe joint characterized by:
以下、本考案の管継手の一実施例を示す添付図面に基づ
き詳細に説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the pipe joint of the present invention will be described in detail below with reference to the accompanying drawings.
1は接合せんとする管体であり、該接合管体1゜1はそ
の管端部2外周面にそれぞれ環状の係止溝2を形成して
いる。Reference numeral 1 denotes a tube body to be joined, and the joint tube body 1.1 has annular locking grooves 2 formed on the outer peripheral surface of its tube end portion 2, respectively.
4は少なくとも2分割されかつ上記接合管体1の管端部
2にわたってそれぞれ所定長さ被嵌すべく底形された継
手本体であり、該継手本体4はその両端部寄りの上記係
止溝3に対応すべき内周面に、係合突片5を周設すると
ともに中央内周面には上記接合管体1.1の端縁間を埋
設しつつ管端部2外周に周設された弾性パツキン6をそ
の面間で介挿支持すべく凹溝7を形成している。Reference numeral 4 denotes a joint main body which is divided into at least two parts and whose bottom is shaped so as to be fitted over a predetermined length over the pipe ends 2 of the joint pipe body 1, and the joint main body 4 has the above-mentioned locking grooves 3 near both ends thereof. An engaging protrusion 5 is provided around the inner circumferential surface corresponding to the inner circumferential surface, and an engaging protrusion 5 is provided around the outer circumference of the tube end 2 while being embedded between the edges of the joint tube body 1.1 in the central inner circumferential surface. A groove 7 is formed to insert and support the elastic packing 6 between its surfaces.
なお、上記係合突片5は継手本体4内周面に連続して周
設するのにかえて、断続的に配周設してもよいことはい
うまでもない。It goes without saying that the engaging protrusions 5 may be disposed intermittently around the inner peripheral surface of the joint body 4 instead of being disposed continuously around the inner peripheral surface of the joint body 4.
8は上記継手本体4のそれぞれ隣接する端間にわたって
装設された締付部材であり、該締付部材8は、図示の場
合継手本体4の隣接する端部に相対向して対をなす2組
を並行に植設したボルト9と、上記継手本体4の隣接端
部を覆いかつ上記ボルト9が各々挿通すべくその対応位
置に第1図矢印イの軸方向に沿った一方向からの押圧力
により上記ボルト9を介して継手本体1に引寄せ作用を
促すべき傾斜角度をもって形成された適応数の長孔10
を有してなる接続板11と、上記ボルト9に接続板11
を介して螺合するナツト12とで構成されている。Reference numeral 8 denotes a tightening member installed between adjacent ends of the joint body 4, and in the illustrated case, the tightening member 8 is a pair of clamping members 2 facing each other at the adjacent ends of the joint body 4. A pair of bolts 9 are planted in parallel, and a push is applied from one direction along the axial direction of arrow A in FIG. An appropriate number of elongated holes 10 are formed with an inclination angle to promote a pulling action on the joint body 1 via the bolt 9 due to pressure.
a connecting plate 11 having a
It consists of a nut 12 that is screwed together via a nut 12.
なお、上記継手本体4の分割は図示の場合2分割の例で
あるが、何もこれにかぎるものではなく、接合管体1,
1の管口径寸法に応じて任意に最適分割数に決定すれば
よいことは勿論のこと、締付部材8のボルト8とナツト
12お・よび長孔10も同様に選定するものである。Although the above-mentioned joint body 4 is divided into two parts in the illustrated example, it is not limited to this, and the joint body 1,
Of course, the optimum number of divisions may be arbitrarily determined depending on the diameter of the pipe 1, and the bolts 8, nuts 12, and elongated holes 10 of the tightening member 8 are also selected in the same manner.
また係止溝3と係合突片5との嵌合状態において上記係
止溝3の幅を広く形成することでその差が接合管体1,
1の伸縮量およびたわみ量の許容範囲となさしめること
ができる。In addition, when the locking groove 3 and the engagement protrusion 5 are in a fitted state, the width of the locking groove 3 is widened, so that the difference is
The allowable range of the amount of expansion/contraction and amount of deflection can be set as 1.
以上のごとく本考案の管継手は構成され、次にその作業
手順を説明する。The pipe joint of the present invention is constructed as described above, and the working procedure thereof will be explained next.
まず接合せんとする管体1,1の管端部2に、その端縁
間を埋設しつつ外周面にわたって弾性パツキン6を周設
するとともに、予め隣接端面に締付部材8のボルト9を
植設した継手本体4を第3図に示すごとくその凹溝7内
に上記弾性パツキン6を嵌合せしめて接合管体1外周面
と継手本体4内周面との面間に介挿支持し、かつ係合突
片5が係止溝3に掛り合うべく嵌合させて被嵌する。First, an elastic packing 6 is provided around the outer circumferential surface of the tube ends 2 of the tube bodies 1, 1 to be joined, while being buried between the edges, and bolts 9 of the tightening member 8 are installed in advance on the adjacent end surfaces. As shown in FIG. 3, the joint body 4 is inserted and supported between the outer peripheral surface of the joint pipe body 1 and the inner peripheral surface of the joint body 4 by fitting the elastic packing 6 into the groove 7 thereof, and The engaging protrusion 5 is fitted into the locking groove 3 so as to engage with it.
次いで締付部材8の接続板11を上記継手本体4の外周
面でかつその隣接端面にわたって覆設すべく各々長孔1
0内に上記ボルト9を挿通せしめると同時に、このボル
ト9に接続板11を介してナツト12を螺合し仮締めを
施す。Next, in order to cover the connecting plate 11 of the tightening member 8 on the outer circumferential surface of the joint body 4 and the adjacent end surface thereof, each elongated hole 1 is formed.
At the same time as the bolt 9 is inserted into the bolt 9, a nut 12 is screwed onto the bolt 9 via a connecting plate 11 and temporarily tightened.
このような状態にして、第1図に示す矢印イのごとく軸
方向に沿った一方向の押圧力を接続板11に付与するこ
とで、分割形成された継手本体4はともに長孔10の傾
斜角度が作用するボルト9の滑動により引寄せられると
同時に、継手本体4に強固な締付力を生じせしめるよう
にしたものである。In this state, by applying a pressing force in one direction along the axial direction to the connecting plate 11 as shown by the arrow A shown in FIG. It is designed to be pulled together by the sliding movement of the bolt 9 under the action of an angle, and at the same time to generate a strong tightening force in the joint body 4.
その後、ナツト12を本締めすることで、接合管体1,
1の接続作業が施し得るものである。After that, by fully tightening the nut 12, the joint pipe body 1,
1 connection work can be performed.
このように本考案の管継手によれば締付部材の接続板に
軸方向に沿った一方向への押圧力をも1で移動させるこ
とにより、長孔の傾斜角度が作用するボルトの滑動で分
割形成された継手本体を引寄せると同時にこの継手本体
に強固な締付力を生じせしめて接合管体を接続するとい
う簡易な構成で作業性良くしかもその接続作業が管継手
の主目的を損なうことなく施し得るとともに軽量安価な
ものを供することができ、したがって特に大口径管たと
えば地下埋設される上下水道用パイプラインを形成する
に際して用いられる管継手としては、その接続部外方へ
の突出部の削減も計り得ていることから従来のごとき鋳
鉄管接続用管継手が有する問題点がすべて解消され得て
なるため、最も適しでいるという多大の効果と実益を兼
ね備えた考案である。In this way, according to the pipe joint of the present invention, by shifting the pressing force in one direction along the axial direction on the connecting plate of the tightening member by 1, the sliding of the bolt caused by the inclination angle of the elongated hole can be achieved. The simple structure of connecting the joint pipe bodies by pulling together the split joint body and simultaneously generating a strong clamping force on the joint body makes it easy to work, but the connection work defeats the main purpose of the pipe joint. Therefore, pipe fittings used especially when forming large-diameter pipes, such as water and sewage pipelines buried underground, are suitable for pipe fittings that protrude outward from the connecting part. Since it is possible to reduce the amount of water, all of the problems of conventional pipe joints for connecting cast iron pipes can be solved, making it the most suitable device that has both great effects and practical benefits.
添付図面は本考案の管継手の一実施例を示すもので第1
図はその接続状態を示す一部切欠正断面図、第2図は同
様一部切欠側断面図、第3図は要部拡大断面図である。
1は接合管体、2は管端部、3は係止溝、4は継手本体
、5は係合突片、6は弾性パツキン、8は締付部材、9
はボルト、10は長孔、11は接続板、12はナツト。The attached drawings show one embodiment of the pipe joint of the present invention.
The figure is a partially cutaway front sectional view showing the connection state, FIG. 2 is a partially cutaway side sectional view, and FIG. 3 is an enlarged sectional view of the main part. 1 is a joining pipe body, 2 is a pipe end, 3 is a locking groove, 4 is a joint body, 5 is an engaging protrusion, 6 is an elastic packing, 8 is a tightening member, 9
is a bolt, 10 is a long hole, 11 is a connecting plate, and 12 is a nut.
Claims (1)
成された環状の係止溝と、上記接合管体の管端部にわた
って被嵌し、かつ内周面に上記各係止溝に嵌合する係合
突片を有する少なくとも2分割形戊された継手本体と、
該継手本体の隣接端面に相対向して対をなすボルトを植
設するとともにこのボルトを各々挿通せしめかつ軸方向
に沿った一方向からの押圧力によりボルトを介して上記
継手本体に引寄せ作用を促すべき傾斜角度をもって形成
された長孔を有する接続板およびこの接続板を介して上
記ボルトに螺合するナツトからなる締付部材と、上記接
合管体の端縁間を埋設しっつ管端部外周面と上記継手本
体内周面との面間に介挿支持される弾性パツキンとで槽
底したことを特徴とする管継手。An annular locking groove formed on the outer circumferential surface of each tube end of the tube bodies to be joined, and an annular locking groove that is fitted over the tube ends of the tube bodies to be joined, and is provided in each of the locking grooves on the inner circumferential surface. at least a two-part hollowed joint body having an engaging protrusion that fits;
A pair of bolts are planted in opposite end faces of the joint body, and the bolts are inserted through each other, and a pressing force from one direction along the axial direction acts to pull the joint body through the bolts. A connecting plate having an elongated hole formed at an angle of inclination to promote a fastening member, and a tightening member consisting of a nut screwed onto the bolt through the connecting plate, and a solid pipe buried between the edges of the joint pipe body. A pipe joint characterized in that the bottom is formed by an elastic packing inserted and supported between the outer peripheral surface of the end portion and the inner peripheral surface of the joint body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP104580U JPS5940631Y2 (en) | 1980-01-09 | 1980-01-09 | pipe fittings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP104580U JPS5940631Y2 (en) | 1980-01-09 | 1980-01-09 | pipe fittings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS56102888U JPS56102888U (en) | 1981-08-12 |
JPS5940631Y2 true JPS5940631Y2 (en) | 1984-11-19 |
Family
ID=29597911
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP104580U Expired JPS5940631Y2 (en) | 1980-01-09 | 1980-01-09 | pipe fittings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5940631Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100800007B1 (en) | 2007-09-21 | 2008-02-01 | 코스모피엔에프(주) | Connector for pipe |
JP6809990B2 (en) * | 2017-06-20 | 2021-01-06 | イーグル工業株式会社 | Manifold type fluid control device |
-
1980
- 1980-01-09 JP JP104580U patent/JPS5940631Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS56102888U (en) | 1981-08-12 |
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