JPS5947189B2 - pipe fittings - Google Patents
pipe fittingsInfo
- Publication number
- JPS5947189B2 JPS5947189B2 JP54035766A JP3576679A JPS5947189B2 JP S5947189 B2 JPS5947189 B2 JP S5947189B2 JP 54035766 A JP54035766 A JP 54035766A JP 3576679 A JP3576679 A JP 3576679A JP S5947189 B2 JPS5947189 B2 JP S5947189B2
- Authority
- JP
- Japan
- Prior art keywords
- space
- flexible member
- pipes
- bulge
- 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.)
- Expired
Links
- 230000002093 peripheral effect Effects 0.000 claims description 9
- 238000003780 insertion Methods 0.000 description 9
- 230000037431 insertion Effects 0.000 description 9
- 238000006073 displacement reaction Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000009434 installation Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000008093 supporting effect Effects 0.000 description 1
Landscapes
- Sewage (AREA)
- Joints Allowing Movement (AREA)
Description
【発明の詳細な説明】
本発明は、官路状のケーソンをはじめ、コンクリート製
暗渠、鋼製暗渠、ヒユームW’&どの官路の接続に用い
られる継手に関し、止水性、耐久性を維持しつつ、特に
水中取付けのケーソンの組立性の大巾な向上を図った管
路の継手に関する。[Detailed Description of the Invention] The present invention relates to joints used for connecting public road caissons, concrete culverts, steel culverts, Huyum W'& any public road, maintaining water-stopping properties and durability. In particular, the present invention relates to a pipe joint that greatly improves the ease of assembling a caisson for underwater installation.
一般に、管路の継手としては、ゴム、合成樹脂材などの
弾性材からなる短筒状の可撓部材を接続すべき一対の管
路間に跨って設け、可撓部材の両端部を接続すべき管路
の内周壁面に泊ってボルトで固定することが考えられる
。Generally, as a pipe joint, a short cylindrical flexible member made of an elastic material such as rubber or synthetic resin is provided across a pair of pipes to be connected, and both ends of the flexible member are connected. It is conceivable to fix it with bolts on the inner circumferential wall of the pipeline.
この場合の固定は、通常、管路側に一定量隔置きにボル
トを配設しておくとともに可撓部材の両端部にも予じめ
ボルト挿通孔を設けておき、施工時に、現場において可
撓部材のボルト挿通孔を管路に固定したボルトに挿通さ
せて抜外れ不能に緊締することによって行なわれておシ
、これによって対向する管路間の相対変位を吸収しつつ
管路内外の止水を図ることができるようになっている。In this case, fixation is usually done by placing bolts at regular intervals on the conduit side, and by making bolt insertion holes in advance at both ends of the flexible member. This is done by inserting a bolt fixed to the pipe through the bolt insertion hole of the member and tightening it so that it cannot be removed.This allows water to be shut off inside and outside the pipe while absorbing relative displacement between the opposing pipes. It is now possible to aim for
しかし、接続すべき管路の端部間の間隔は、水中に配置
された場合などではとくにそうであるが、一般にかなり
のばらつきがあり、可撓部材のボルト挿通孔と管路側の
ボルトとは通常位置が合わないので、ボルトをボルト挿
通孔に挿通させるには、施工時に現場において可撓部材
を人力や治具を利用して伸縮させなければならない。However, the distance between the ends of the conduit to be connected generally varies considerably, especially when placed underwater, and the distance between the bolt insertion hole of the flexible member and the bolt on the conduit side is Normally, the positions do not match, so in order to insert the bolt into the bolt insertion hole, the flexible member must be expanded and contracted using human power or a jig at the site during construction.
これは、可撓部材自体にもかなりの剛性があるので、か
lシの時間と熟練を要する作業と1虱 とくにスペース
的に制限された暗渠や、水中に配置されたケーソンなど
のような作業条件の悪い管路の接続においては非常に困
難な作業となっていたのであり、簡単な可撓部材の取付
けができる作業性のよい管路の継手の開発が望まれてい
た。This is because the flexible member itself has considerable rigidity, so it is a work that requires a lot of time and skill.Especially work such as culverts where space is limited or caissons placed underwater. Connecting pipes under poor conditions has been an extremely difficult task, and it has been desired to develop a pipe joint with good workability that allows easy attachment of flexible members.
本発明は、このような要望に沿うために、可撓部材の取
付けにおいて従来のような管路側のボルトと可撓部材の
ボルト挿通孔との係わり合いを不用とし、かつ抜外れ抑
止、止水性、管路間の変位の吸収性も維持した1%に水
中に配置されたケーソンの組立性が大幅に向上された管
路の継手を提供することを目的とする。In order to meet these demands, the present invention eliminates the need for the conventional engagement between bolts on the pipeline side and bolt insertion holes in the flexible member when attaching the flexible member, and also improves the ability to prevent detachment and prevent water leakage. The object of the present invention is to provide a pipe joint in which the assemblability of a caisson placed in water is significantly improved to 1% while maintaining the ability to absorb displacement between pipes.
以下に本発明の管路の継手の実施例を図に従って説明す
る。Embodiments of the pipe joint of the present invention will be described below with reference to the drawings.
第1図において、1.1’(d管状ケーソン、コンクリ
ート製暗渠、鋼製暗渠、ヒユーム管等からなる接続すべ
き一対の管路を示している。In Fig. 1, 1.1'(d) shows a pair of pipes to be connected consisting of a tubular caisson, a concrete culvert, a steel culvert, a humid pipe, etc.
図においては、管路1,1′は断面形状が矩形のものを
示しであるが、矩形断面に限るものではなく、正方形、
多角形、円形などであってもよい。In the figure, the pipes 1 and 1' are shown as having a rectangular cross-section, but the cross-section is not limited to a rectangular shape;
It may be polygonal, circular, etc.
また、管路1゜1′の中空部1 a、 1 a’は各々
1個づつのものを示したが、各々複数個であってもよい
。Further, although one hollow portion 1 a and one hollow portion 1 a′ in each of the pipes 1° 1′ is shown, there may be a plurality of hollow portions 1 a and 1 a′.
管路1,1′間にはゴム、合成樹脂などの弾性材からな
る短筒状の可撓部材2が渡設されている。A short cylindrical flexible member 2 made of an elastic material such as rubber or synthetic resin is installed between the pipes 1 and 1'.
第2図は管路の継手の断面を示したものであるが、基本
的には左右対称の構造であるので、以下の説明は主に、
−万の管路1側について行ない、管路1側の部材の記号
にダッシュを付した記号を管路1′側の対応する部分に
付することにより他方の管路1′側の説明を必要に応じ
て省略する。Figure 2 shows a cross section of a pipe joint, but since it basically has a symmetrical structure, the following explanation will mainly focus on
- Explanation of the other pipe 1' side is required by adding a dash to the symbol of the member on the pipe 1 side to the corresponding part on the pipe 1' side. Omitted as appropriate.
第2図において、管路1,1′の端部の内周面には、段
部3,3′が設けられている。In FIG. 2, stepped portions 3, 3' are provided on the inner circumferential surfaces of the ends of the conduits 1, 1'.
夫々の段部3゜3′には、剛性を有しかつ継手周方向に
複数個に分割されたセグメント状の取付部材4,4′が
継手周方向に並べて碇着されておシ、並べて取付けられ
た取付部材4,4′は全体として筒状体を形成している
。Segment-shaped mounting members 4, 4', which have rigidity and are divided into a plurality of pieces in the circumferential direction of the joint, are anchored to each of the stepped portions 3゜3' and are arranged in the circumferential direction of the joint. The attached mounting members 4, 4' form a cylindrical body as a whole.
段部3は、管路1の内奥側において継手半径方向に延び
る内奥壁面3aと内奥壁面3aの外周端から継手軸方向
にほぼ水平に延びる環状壁面3bと、環状壁面3bの端
部に設けられた継手半径方。The stepped portion 3 includes an inner inner wall surface 3a extending in the joint radial direction on the inner inner side of the conduit 1, an annular wall surface 3b extending substantially horizontally in the joint axial direction from the outer peripheral end of the inner inner wall surface 3a, and an end portion of the annular wall surface 3b. The radius of the joint provided in the.
向内方に向って突出する突出部3Cと、突出部3cから
継手半径方向外方に向って斜め方向に管路1端面迄延び
る傾斜壁面3dとを有している。It has a protrusion 3C that protrudes inward, and an inclined wall surface 3d that extends obliquely from the protrusion 3c outward in the radial direction of the joint to the end surface of the conduit 1.
一方、取付部材4は、段部3の深さとほぼ同じ厚みを有
するセグメントからなっている。On the other hand, the mounting member 4 is made up of segments having a thickness that is approximately the same as the depth of the stepped portion 3.
取付部材4の外周面は、段部3の環状壁面3bに一部接
しており、環状壁面3bの突出部3cの内側部に一部が
対向して継手半径方向に所定の長さに渡つい延びる壁面
5aと継手軸方向に延びる壁面5bとからなる段部5が
継手周方向に延びるように環状に形成されている。The outer circumferential surface of the mounting member 4 is partially in contact with the annular wall surface 3b of the stepped portion 3, and partially faces the inner side of the protruding portion 3c of the annular wall surface 3b, extending over a predetermined length in the joint radial direction. A stepped portion 5 consisting of an extending wall surface 5a and a wall surface 5b extending in the joint axial direction is formed in an annular shape so as to extend in the joint circumferential direction.
段部5の前記段部3の突出部3cに対向する位置には突
出部3cに向って突出する突出部5cが設けられている
。A protrusion 5c that protrudes toward the protrusion 3c is provided on the step 5 at a position facing the protrusion 3c of the step 3.
管路1の段部3の環状壁面3bと、取付部材4の壁面5
a。The annular wall surface 3b of the stepped portion 3 of the conduit 1 and the wall surface 5 of the mounting member 4
a.
5bによって囲まれた空間部6は継手軸方向に細長く延
びる環状空間を形成しておシ、段部3の突出部3cと取
付部材4の突出部5cとの間の間隙は空間部6の縮狭さ
れた開ロアを形成している。The space 6 surrounded by the space 6 forms an annular space that extends in the axial direction of the joint. It forms a narrow open lower.
一対の管路1,1′に形成された空間部6,6′間には
、短筒状の可撓部材2が渡設されている。A short cylindrical flexible member 2 is provided between spaces 6 and 6' formed in the pair of conduits 1 and 1'.
可撓部材2の端部には膨出部2 a、 2 a’が形成
されており、該膨出部2a、2a’に連なる両端部は直
線状に形成されており、膨出部2a、2a’は空間部6
,6′内に装入された状態で取付けられている。Bulging portions 2a, 2a' are formed at the ends of the flexible member 2, and both ends connected to the bulging portions 2a, 2a' are formed in a straight line. 2a' is the space 6
, 6'.
膨出部2a、2a’の高さhlは前記開ロア。7′の高
さh2より犬に形成されているので、取付けられた状態
では可撓部材2の両端は空間部6゜6′から抜外れ不能
の状態である。The height hl of the bulging portions 2a and 2a' is the same as the open lower portion. Since the flexible member 2 has a height h2 of 7', both ends of the flexible member 2 cannot be removed from the space 6°6' in the attached state.
膨出部2a。2a’の高さhlは空間部6,6′の高さ
h3よう若干太き目で、膨出部2a、2a’と段部3,
3′の環状壁面3b、3b’との圧接接触部は止水の機
能を果している。Swollen portion 2a. The height hl of 2a' is slightly thicker than the height h3 of the spaces 6, 6', and the bulges 2a, 2a' and the stepped parts 3,
The pressure contact portions 3' with the annular wall surfaces 3b, 3b' function as a water stopper.
なお、前述の空間部6の構成は本実施例に示したものに
限定されるものではなく、図:示は省略するが、段部3
に環状凹溝を設け、該環状凹溝と取付部材4の外周壁面
との間に形成したもの、または、段部3と取付部材4の
それぞれに環状凹溝を設け、この雨雲状凹溝を対向して
1つの空間部を形成したものなど、種々の形態をとシ得
るもので、実質的には、可撓部材2の両端の膨出部2a
、2a’を抜外れ不能の状態で、かつ段部3と取付部材
4とで内外周より圧接した状態でその内部に装入しうる
ものであれば特にその形状は問わないものである。Note that the configuration of the space portion 6 described above is not limited to that shown in this embodiment, and although not shown in the figure, the configuration of the space portion 6 is not limited to that shown in this embodiment.
An annular groove is provided between the annular groove and the outer peripheral wall surface of the mounting member 4, or an annular groove is provided in each of the step portion 3 and the mounting member 4, and this rain cloud-shaped groove is formed between the annular groove and the outer peripheral wall surface of the mounting member 4. Various forms are possible, such as one in which one space is formed facing each other, and substantially the bulges 2a at both ends of the flexible member 2
, 2a' can be inserted into the interior in a non-removable state and in a state in which the stepped portion 3 and the mounting member 4 are in pressure contact from the inner and outer peripheries.
可撓部材2の中央部は両管路1,1′間に相対変位が生
じたときに、それを十分に吸収できるように、大きな伸
縮量がとれる構造となっておシ、たとえば、第2図に示
すような断面波形に、あるいは第3図に示すような断面
U字形に、形成されることが望ましいが、これに限定さ
れるものではないことは勿論である。The central part of the flexible member 2 has a structure that allows a large amount of expansion and contraction to sufficiently absorb the relative displacement that occurs between the two conduits 1 and 1'. It is desirable to form the cross-sectional waveform as shown in the figure or the cross-sectional U-shape as shown in FIG. 3, but it is needless to say that the shape is not limited to this.
取付部材4の管路端面側の端部4aは可撓部材2の内周
面を保護するように延出しておシ、端部4aの可撓部材
2に対向する側の面4bは、内周方向に傾斜しておシ、
段部3の傾斜面3dと協同して、可撓部材2の自由な変
形を許しかつ可撓部材2の変形時に、可撓部材2を傷つ
けないようになっている。The end 4a of the mounting member 4 on the side of the pipe end surface extends so as to protect the inner circumferential surface of the flexible member 2, and the surface 4b of the end 4a on the side facing the flexible member 2 extends inside. Inclined in the circumferential direction,
In cooperation with the inclined surface 3d of the stepped portion 3, the flexible member 2 is allowed to deform freely and is prevented from being damaged when the flexible member 2 is deformed.
取付部材4,4′の端部4a、4a’間の間隔dは管路
1,1′の間隔りと同等またはそれより犬としてあり、
管路1,1′が互に近接して接触する以前に取付部材4
,4′が互に接触し、管路1.1′間の変位量を低下さ
せないようになっている。The spacing d between the ends 4a, 4a' of the mounting members 4, 4' is equal to or more than the spacing between the conduits 1, 1';
Before the conduits 1, 1' come into close contact with each other, the mounting member 4
, 4' are in contact with each other so as not to reduce the amount of displacement between the pipes 1, 1'.
取付部材4,4′の端部4a、4a’の延部の長さは第
2図に示すように左右対称にする必要がなく、また何れ
か一方の端部4aまたは4a′を、管路1゜1′の間隔
りの内周位置を覆うように長く延ばし、土圧がかかって
可撓部材2が内周側に変位したとき、その長く延ばされ
た端部4aまたは4a’で支持するようにしてもよい。The extension lengths of the ends 4a, 4a' of the mounting members 4, 4' do not need to be symmetrical as shown in FIG. It is extended so as to cover the inner circumferential position at intervals of 1°1', and when the flexible member 2 is displaced to the inner circumferential side due to earth pressure, it is supported by the elongated end 4a or 4a'. You may also do so.
また第3図に示すように取付部材4,4′の端部4 a
、 4 a’を延出させないものを使用してもさしつか
えなく、これは任意に選択しうるものである。In addition, as shown in FIG.
, 4 It is also possible to use one that does not extend a', and this can be selected arbitrarily.
取付部材4の管路1への取付けは第2図および第3図に
おいて、管路1に予じめ固定された、たとえばアンカー
ボルトのような取付具8に、取付部材4に設けたボルト
挿通孔9を挿通させ、ナツト10によって締付けること
によって行うものを示したが、これに限定されるもので
はなく、管路1に予じめ固定した埋込栓等の取付具に取
付部材4に設けたボルト挿通孔9を挿通してボルトを締
付けることによって行う等の他の種々の取付方法によっ
ても良いことは勿論である。In FIGS. 2 and 3, the attachment member 4 is attached to the conduit 1 by inserting a bolt provided on the attachment member 4 into a fixture 8, such as an anchor bolt, which is fixed in advance to the conduit 1. Although it is shown that the hole 9 is inserted through the hole 9 and tightened with the nut 10, the present invention is not limited to this. Of course, various other mounting methods may be used, such as by inserting the bolt through the bolt insertion hole 9 and tightening the bolt.
なお、管路1,1′間の間隔りには、可撓部材2の外周
側にスポンジゴム、発泡性合成樹脂、アス7フルト、パ
テ、コーキング材などからなる目地材11が介装されて
いる。In addition, a joint material 11 made of sponge rubber, foamed synthetic resin, As7furt, putty, caulking material, etc. is interposed on the outer circumferential side of the flexible member 2 in the space between the pipes 1 and 1'. There is.
上記構成を有する管路の継手の取付は方法および作用を
説明する。The installation method and operation of a pipe joint having the above configuration will be explained.
まず、管路1,1′の段部3,3′にまたがって、管路
1,1′の内側から可撓部材2をあてがい、しかる後段
部3,3′に取付部材4,4′を固定することによって
行なわれる。First, the flexible member 2 is applied from the inside of the pipes 1, 1' across the steps 3, 3' of the pipes 1, 1', and the mounting members 4, 4' are attached to the corresponding rear steps 3, 3'. This is done by fixing.
この場合、取付部材4゜4′は各々の管路1,1′に取
付けられるので、管路1.1′間の間隔りのばらつきが
あってもその誤差を吸収することができ、正確に容易に
管路1,1′に碇着することができる。In this case, since the mounting member 4゜4' is attached to each of the pipes 1 and 1', even if there is a variation in the spacing between the pipes 1 and 1', it is possible to absorb the error and ensure accurate It can be easily anchored in pipes 1 and 1'.
また、可撓部材2の保持は、取付部材4の外周面と管路
1の段部3との間に形成される空間部6に、膨出部2a
を装入させた状態にして取付けるだけで済むので、従来
のように可撓部材のボルト挿通孔にボルトを挿通する必
要はなく、また空間部6は細長に延びているので、管路
1,1′間の間隔りにばらつきがあっても誤差を吸収し
て容易に設置することができる。In addition, the flexible member 2 is held in a space 6 formed between the outer circumferential surface of the mounting member 4 and the stepped portion 3 of the conduit 1 by the bulging portion 2a.
Since it is only necessary to insert the flexible member into the bolt insertion hole and install it, there is no need to insert a bolt into the bolt insertion hole of the flexible member as in the conventional case. Even if there is variation in the spacing between 1', the error can be absorbed and installation can be made easily.
また、この取付によって段部3と取付部材4とで内外周
より可撓部材2の膨出部2aが圧接されるので自ずと止
水が確保される。Further, by this attachment, the stepped portion 3 and the attachment member 4 press the bulge portion 2a of the flexible member 2 from the inner and outer peripheries, so that water stoppage is naturally ensured.
水に、管路1,1′間に地盤沈下や地震などにより相対
変位が生じた時は、可撓部材2がその変化に追従して変
形し、止水性を維持したまま、その変位を吸収する。When a relative displacement occurs between the water pipes 1 and 1' due to ground subsidence or an earthquake, the flexible member 2 deforms to follow the change and absorbs the displacement while maintaining water-tightness. do.
管路1,1′が変位して大きく離反すると、管路1,1
′間の間隔りから外部の土砂などが侵入し、可撓部材2
が内側に膨出しようとするが、取付部材4,4′の端部
4 a、 4 a’を延出させた場合は該端部4 a、
4 a ’がこれを支持し、可撓部材2の膨出を阻止
する。When pipes 1 and 1' are displaced and separated significantly, pipes 1 and 1'
External earth and sand may enter through the gap between the flexible members 2 and 2.
tends to bulge inward, but when the ends 4a, 4a' of the mounting members 4, 4' are extended, the ends 4a,
4 a' supports this and prevents the flexible member 2 from expanding.
この場合に、端部4a、4a’が管路1,1′の間隔り
の内周位置を覆うように設けられていると、その支持効
果は増加される。In this case, if the end portions 4a, 4a' are provided so as to cover the inner peripheral position of the interval between the conduits 1, 1', the supporting effect thereof will be increased.
管路1,1′間が大きく離反したときでも可撓部材2は
、該部材2の膨出部2aが開ロアによって係合されるの
で、空間部6からの抜外れはない。Even when the conduits 1 and 1' are separated by a large distance, the flexible member 2 will not come off from the space 6 because the bulging portion 2a of the member 2 is engaged by the opening lower.
第3図に示した実施例は前記第2図の説明において、述
べた取付部材4,4′及び可撓部材2の形状に相違はあ
るが、その他の内容は第2図に示した実施例の管路の継
手と同等であるので、その対応する部分に同一符号を付
すことによりその説明を省略する。The embodiment shown in FIG. 3 differs from the embodiment shown in FIG. 2 in the shapes of the mounting members 4, 4' and the flexible member 2 described above in the explanation of FIG. Since this is the same as the pipe joint, the corresponding parts will be given the same reference numerals and their explanation will be omitted.
なお、本実施例において、可撓部材2の中間の内周面は
相対向する管路1,1′の内周面と面一としたものを示
しである。In this embodiment, the intermediate inner circumferential surface of the flexible member 2 is shown flush with the inner circumferential surfaces of the opposing pipes 1 and 1'.
このように形成したものは管路内部を流れる流水の抵抗
を生じ; させないうえで好ましいが、これに限定され
るものではない。A structure formed in this manner is preferable in that it does not create resistance to water flowing inside the pipe, but is not limited thereto.
なお、第2図及び第3図に示した実施例において、管路
1,1′の内・外周からの圧力差によって管路内周の圧
力が上回ったときの可撓部材2の中央の変位は、管路1
,1′の外周に膨出されるが、変位しても傾斜壁面3d
、3d’及び目地材11の内側面によってそれ以上の膨
出が阻止されることとなるから外側に延出して破損する
ことはない。In addition, in the embodiment shown in FIGS. 2 and 3, the displacement of the center of the flexible member 2 when the pressure on the inner circumference of the conduit exceeds due to the pressure difference between the inner and outer circumferences of the conduits 1 and 1' is pipe 1
, 1', but even if displaced, the inclined wall surface 3d
, 3d' and the inner surface of the joint material 11 prevent further expansion, so that it will not extend outward and be damaged.
本発明の管路の継手によるときは、一対の管路の端部内
周面に、更に詳しくは内周面に形成された段部に、取付
部材を碇着し、取付部材の外周面と管路内周面間に形成
された継手軸方向に細長くのびる環状空間部に、両端部
に膨出部を有する短筒状の可撓部材をその膨出部を装入
された状態で取付けるだけですむので、従来のように可
撓部材に設けたボルト挿通孔を管路に取付けたボルトに
挿通する必要がなく、接続すべき管路間の間隔に大きな
誤差があっても継手を極めて容易に取付けることができ
る。When using the pipe joint of the present invention, the mounting member is anchored to the inner peripheral surface of the end of the pair of pipes, more specifically, to the step formed on the inner peripheral surface, and the outer peripheral surface of the mounting member and the pipe are anchored. Simply attach a short cylindrical flexible member with a bulge at both ends with the bulge inserted into the annular space formed between the inner circumferential surfaces of the joint and extending slenderly in the axial direction of the joint. As a result, there is no need to insert the bolts attached to the conduit through the bolt insertion holes provided in the flexible member as in the past, making it extremely easy to connect the joints even if there is a large error in the spacing between the conduit lines to be connected. Can be installed.
したがって、水中取付のケーソンなどの作業性の悪い管
路やスペース的に限定された取付作業の困難な暗渠であ
っても、容易に組立接続することができるとともに特に
水中取付のケーソンにおける水中作業者の労力の節減が
図れる。Therefore, it is possible to easily assemble and connect even pipes with poor workability such as underwater caissons or underground conduits that are difficult to install due to limited space. It is possible to save labor.
また、膨出部の高さが空間部のそれよシも大であると共
に該空間部の長手方向の長さが膨出部の長さよりも大き
くしかも該膨出部に連なる両端部が直線状に形成されて
いるので、膨出部の位置を空間部の長手方向において任
意に設定することができ、したがって管路の端部の間隔
にばらつきが存在する場合のみならず設置個所が平担で
なく不陸に起因して管路相互の軸線が交差する場合、軸
線相互が平行状態を保持しつつずれている場合或いは軸
線相互が交差することなく角度を有する場合でも取付け
が頂る容易に行えることになる。Further, the height of the bulge is larger than that of the space, the length in the longitudinal direction of the space is greater than the length of the bulge, and both ends connected to the bulge are straight. Since the bulge is formed in such a way that the position of the bulge can be set arbitrarily in the longitudinal direction of the space, it is possible to set the position of the bulge arbitrarily in the longitudinal direction of the space. Installation is easy even when the axes of the pipes cross each other due to unevenness, when the axes are offset while remaining parallel to each other, or when the axes do not intersect but are at an angle. It turns out.
さらに、可撓部材の膨出部に連なる両端部は、直線状に
形成されているので、空間部での膨出部の位置に拘らず
、当該直線部分は、空間部の開口に圧接されることにナ
シ、したがって止水性が確保されることになる。Furthermore, since both ends of the flexible member connected to the bulge are formed in a straight line, the straight portions are pressed into contact with the opening of the space regardless of the position of the bulge in the space. In particular, watertightness is ensured.
第1図は、本発明の管路の継手を用いて接続した管路を
示す斜視図、第2図は第1図の■−■線に沿う拡大断面
図、第3図は、本発明の管路の継手の他の実施例を示す
断面図である。
1.1′・・・管路、2・・・可撓部材、2a、2a’
・・・膨出部、3,3′・・・段部、4,4’・・取付
部材、6゜6′・・・空間部、7,7′・・・開口。FIG. 1 is a perspective view showing a pipe line connected using the pipe joint of the present invention, FIG. 2 is an enlarged sectional view taken along the line ■-■ in FIG. 1, and FIG. FIG. 7 is a sectional view showing another example of a pipe joint. 1.1'... Conduit, 2... Flexible member, 2a, 2a'
...Bulging part, 3, 3'...Step part, 4, 4'...Mounting member, 6°6'...Space, 7, 7'...Opening.
Claims (1)
面の夫々に、取付部材を継手周方向に筒状に碇着し、前
記管路の内周面と前記取付部材の外周面との間に、継手
軸方向に細長く延びかつ対向する官路側の端部に縮狭さ
れた開口を有する空間部を設け、前記一対の管路に形成
された前記空間部に、端部に膨出部を有し、該膨出部の
高さが前記空間部のそれよシも大であると共に該空間部
の長手方向の長さが膨出部の長さよりも大きくしかも該
膨出部に連なる両端部が直線状に形成された短筒状の可
撓部材を、前記膨出部を前記空間部に装入させた状態で
、両官路に跨って渡設したことを特徴とする管路の継手
。1. A mounting member is anchored in a cylindrical shape in the circumferential direction of the joint on each of the inner peripheral surfaces of the ends of a pair of opposing cylindrical pipes to be connected, so that the inner peripheral surface of the pipes and the outer circumference of the mounting member A space is provided between the two pipes, and the space is elongated in the axial direction of the joint and has an opening narrowed at the opposite end on the public road side. a bulge, the height of the bulge is greater than that of the space, and the length of the space in the longitudinal direction is greater than the length of the bulge; A short cylindrical flexible member with both ends connected in a straight line is installed across both government roads with the bulge inserted into the space. Pipe fittings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54035766A JPS5947189B2 (en) | 1979-03-27 | 1979-03-27 | pipe fittings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP54035766A JPS5947189B2 (en) | 1979-03-27 | 1979-03-27 | pipe fittings |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS55129689A JPS55129689A (en) | 1980-10-07 |
| JPS5947189B2 true JPS5947189B2 (en) | 1984-11-17 |
Family
ID=12450976
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP54035766A Expired JPS5947189B2 (en) | 1979-03-27 | 1979-03-27 | pipe fittings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5947189B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7453666B2 (en) * | 2020-01-29 | 2024-03-21 | シバタ工業株式会社 | flexible water stop joint |
-
1979
- 1979-03-27 JP JP54035766A patent/JPS5947189B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS55129689A (en) | 1980-10-07 |
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