JP2014207752A - Pipe connection structure - Google Patents

Pipe connection structure Download PDF

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JP2014207752A
JP2014207752A JP2013083143A JP2013083143A JP2014207752A JP 2014207752 A JP2014207752 A JP 2014207752A JP 2013083143 A JP2013083143 A JP 2013083143A JP 2013083143 A JP2013083143 A JP 2013083143A JP 2014207752 A JP2014207752 A JP 2014207752A
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hole
pipe joint
pipe
periphery
peripheral surface
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JP6071720B2 (en
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剛 寺阪
Takeshi Terasaka
剛 寺阪
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Kyowa Rubber KK
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Kyowa Rubber KK
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Abstract

PROBLEM TO BE SOLVED: To maintain water-stopping performance even if the earth pressure is applied, in a connection structure for connecting a pipe to be buried in the ground with a through hole made in the side face of an underground box.SOLUTION: In a pipe connection structure 11 for connecting a spirally corrugated pipe 14 with the through hole 73 of an underground box 71, by holding the periphery of the through hole 73 by a pipe joint 12 having a female screw part 21 to be screwed over the outer peripheral surface of the spirally corrugated pipe 14, and a contact surface 23a coming into contact with the periphery of the through hole 73 of an underground box 71, and a bellmouth having a male screw part 31 screwing to the inner peripheral surface of the spirally corrugated pipe 14, and a contact surface 32a coming into contact with the periphery of the through hole 73 of an underground box 71, a cylindrical protrusion 25 fitting to the through hole 73 is formed on the pipe joint 12, thus preventing the contact surface 32a of the pipe joint 12 from displacing in a direction separating from the periphery of the through hole 73.

Description

この発明は、たとえばハンドホールやマンホールのように地中に埋設される地中箱に対して電線保護用の管体を接続する管体接続構造に関し、より詳しくは、土圧がかかっても止水性を維持できるような管体接続構造に関する。   The present invention relates to a tube connecting structure for connecting a tube for protecting an electric wire to an underground box buried in the ground such as a handhole or a manhole, and more particularly, even when earth pressure is applied. The present invention relates to a tube connecting structure capable of maintaining water.

前記のような管体接続構造としては、たとえば下記特許文献1、2に開示された構造がある。   Examples of the tube connecting structure as described above include structures disclosed in Patent Documents 1 and 2 below.

特許文献1の管体接続構造は、螺旋波付き管の外周面に螺合する雌ねじ部を有するとともに、地中箱の貫通穴の周囲に当接する当接面を有した管継手と、螺旋波付き管の内周面に螺合する雄ねじ部を有するとともに、地中箱の貫通穴の周囲に当接する当接面を有したベルマウスで、前記貫通穴の周囲を厚み方向に挟み付けて、管体を貫通穴内に接続するというものである。   The pipe connection structure of Patent Document 1 includes a pipe joint having a female thread portion that is screwed onto the outer peripheral surface of a spiral wave-attached tube, and a contact surface that comes into contact with the periphery of the through hole of the underground box, and a spiral wave. With a bell mouth that has a male thread portion that is screwed to the inner peripheral surface of the attachment tube, and a contact surface that contacts the periphery of the through hole of the underground box, the periphery of the through hole is sandwiched in the thickness direction, The tubular body is connected to the through hole.

特許文献2の構造は、特許文献1のように螺旋波付き管を管継手で直接、貫通穴に対して接続するのではなく、間接的に接続する構成である。つまり、管継手に対して受け継手を接続して、この受け継手に螺旋波付き管を接続するというものである。   The structure of Patent Literature 2 is a configuration in which a spiral wave tube is not directly connected to a through-hole by a pipe joint as in Patent Literature 1, but indirectly. That is, a receiving joint is connected to the pipe joint, and a spiral wave tube is connected to the receiving joint.

これら特許文献1、2いずれの構造でも、貫通穴の内部とその周囲に対する管継手とベルマウスの取付け態様は同様である。つまり、管継手とベルマウスの当接面が貫通穴の周囲を厚み方向に挟み込むとともに、管継手と、螺旋波付き管または受け継手と、ベルマウスの雄ねじ部が貫通穴内に外周側から並び、貫通穴内を厚み方向に延びている。貫通穴内に存在する管継手と貫通穴の内周面との間には隙間がある。   In any of the structures of Patent Documents 1 and 2, the manner of attaching the pipe joint and the bell mouth to the inside of the through hole and the periphery thereof is the same. That is, the contact surface of the pipe joint and the bell mouth sandwiches the periphery of the through hole in the thickness direction, and the pipe joint, the pipe with a spiral wave or the receiving joint, and the male thread portion of the bell mouth are arranged in the through hole from the outer peripheral side, The through hole extends in the thickness direction. There is a gap between the pipe joint existing in the through hole and the inner peripheral surface of the through hole.

特開2001−90884号公報JP 2001-90884 A 特許第4961174号公報Japanese Patent No. 4961174

しかし前記のような接続構造では、螺旋波付き管や受け継手と、これを支える管継手が、地中に埋設されたときに土圧を受けるため、土圧のかかり方によっては止水性が損なわれる可能性がある。   However, in the connection structure as described above, since the pipe with a spiral wave and the joint and the pipe joint that supports the pipe are subjected to earth pressure when buried in the ground, the water stoppage is impaired depending on how the earth pressure is applied. There is a possibility.

つまり、管継手と螺旋波付き管や受け継手は地中箱の側面から垂直に突出するので、土圧が上からかかると、管継手と螺旋波付き管や受け継手は地中箱から離れた部分で下方に下がるように撓み変形する。この撓みによって、管継手の当接面と貫通穴の周囲との間に隙間ができる。当接面には水分を含むと膨張する水膨張層を備えるものの、撓み変形が大きいと、止水性を維持できない状態になり得る。   In other words, the pipe joint and the spiral wave pipe and the receiving joint protrude vertically from the side surface of the underground box, so that when the earth pressure is applied from above, the pipe joint and the spiral wave pipe and the receiving joint are separated from the underground box. It bends and deforms so that it falls downward at the part. By this bending, a gap is formed between the contact surface of the pipe joint and the periphery of the through hole. Although the contact surface includes a water expansion layer that expands when it contains moisture, if the bending deformation is large, the water stoppage cannot be maintained.

そこで、この発明は、土圧がかかっても大きく撓まないようにして、止水性を維持できるようにすることを主な目的とする。   Therefore, the main object of the present invention is to maintain the water-stopping property so as not to bend greatly even when earth pressure is applied.

そのための手段は、管体の外周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有した管継手と、管体の内周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有したベルマウスで、前記貫通穴の周囲を挟み付けて、前記管体を前記貫通穴に接続する管体接続構造であって、前記管継手の前記当接面より内周側で結合部より外周側の部位に、前記貫通穴に進入する突部を備えた管体接続構造である。   Means for this purpose include a joint that has a coupling portion that is coupled to the outer peripheral surface of the tube body, and has a contact surface that abuts around the through-hole to be connected, and a coupling portion that couples to the inner peripheral surface of the tube body And a bell mouth having an abutment surface that abuts the periphery of the through-hole to be connected, and sandwiches the periphery of the through-hole to connect the tubular body to the through-hole. In addition, the pipe connection structure includes a protrusion that enters the through-hole at a portion on the inner peripheral side of the contact surface of the pipe joint and on the outer peripheral side of the coupling portion.

別の手段は、管体の外周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有し、管体の内周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有したベルマウスと協働して、前記貫通穴の周囲を挟み付けて、前記管体を前記貫通穴に接続する管継手であって、前記当接面より内周側で結合部より外周側の部位に、前記貫通穴に進入する突部を備えた管継手である。   Another means has a coupling portion that couples to the outer peripheral surface of the tube body, has a contact surface that abuts around the through hole to be connected, and has a coupling portion that couples to the inner peripheral surface of the tube body A pipe joint for connecting the tubular body to the through-hole by sandwiching the circumference of the through-hole in cooperation with a bell mouth having an abutting surface that abuts the circumference of the through-hole to be connected; And a pipe joint provided with a protrusion that enters the through hole at a portion on the inner circumferential side from the contact surface and on the outer circumferential side from the coupling portion.

この発明では、管体に管継手の結合部を結合し、管継手の当接面を貫通穴の周囲に当接し、貫通穴の反対側から管体に対してベルマウスの結合部を結合してベルマウスの当接面を貫通穴の周囲に当接する。管継手の当接面を貫通穴の周囲に当接すると、突部は管体よりも外周側において貫通穴に進入する。突部は貫通穴内で厚み方向に延びており、管体や管継手に、これらを撓めるような荷重がかかって管継手の当接面が貫通穴の周囲から離れる方向に変位しようとしても、突部が貫通穴の内周面に接して、その変位を阻止する。   In this invention, the joint part of the pipe joint is joined to the pipe body, the abutment surface of the pipe joint is brought into contact with the periphery of the through hole, and the joint part of the bell mouth is joined to the pipe body from the opposite side of the through hole. Then, contact the contact surface of the bell mouth around the through hole. When the contact surface of the pipe joint is brought into contact with the periphery of the through hole, the protrusion enters the through hole on the outer peripheral side of the tube body. The protrusion extends in the thickness direction within the through hole, and even if a load is applied to the pipe body or pipe joint to deflect them, the contact surface of the pipe joint may be displaced away from the periphery of the through hole. The protrusion comes into contact with the inner peripheral surface of the through hole and prevents its displacement.

この発明によれば、突部が貫通穴内で管継手の撓み変形を抑制するので、大きな変位の発生を阻止できる。この結果、止水性を損なうような隙間ができることを回避して、止水性を維持できる。   According to this invention, since the protrusion suppresses the bending deformation of the pipe joint in the through hole, the occurrence of a large displacement can be prevented. As a result, it is possible to avoid the formation of a gap that impairs the water stop, and to maintain the water stop.

管体接続構造の断面図。Sectional drawing of a pipe body connection structure. 管継手とパッキンとベルマウスの斜視図。The perspective view of a pipe joint, packing, and a bell mouth. 管体接続構造の分離状態の断面図。Sectional drawing of the isolation | separation state of a tubular-body connection structure. 他の例に係る管継手の斜視図。The perspective view of the pipe joint which concerns on another example. 他の例に係る管体接続構造の断面図。Sectional drawing of the pipe | tube connection structure which concerns on another example.

この発明を実施するための一形態を、以下図面を用いて説明する。
図1は、管体接続構造11を示す断面図で、この管体接続構造11は、管継手12と、ベルマウス13を利用して螺旋波付き管14(以下「管体」という)を地中箱71に接続するものである。
An embodiment for carrying out the present invention will be described below with reference to the drawings.
FIG. 1 is a cross-sectional view showing a tube connection structure 11. The tube connection structure 11 uses a pipe joint 12 and a bell mouth 13 to connect a tube 14 with a spiral wave (hereinafter referred to as “tube”) to the ground. It is connected to the inner box 71.

前記管体14は、地中に埋設する電線を保護するためのもので、合成樹脂製である。螺旋状の凹凸(螺旋波)は外周面のほか内周面にも形成されている。この管体14は、地中箱71の壁部72に形成された貫通穴73に対して一端部をはめ込むように接続される。接続状態において、管体14は地中箱71の壁部72の外側面から垂直に突出する状態となる。   The said pipe body 14 is for protecting the electric wire embed | buried under the ground, and is a product made from a synthetic resin. Spiral irregularities (spiral waves) are formed not only on the outer peripheral surface but also on the inner peripheral surface. This tubular body 14 is connected so as to fit one end into a through hole 73 formed in the wall 72 of the underground box 71. In the connected state, the tubular body 14 projects vertically from the outer surface of the wall portion 72 of the underground box 71.

前記管継手12は合成樹脂製で、図2に示したように略円筒状である。この管継手12の内周面の全体には、管体14の外周面に螺合により結合する結合部としての雌ねじ部21を有している。この雌ねじ部21には、水分を含むと膨張するシート状の止水材22が設けられている。   The pipe joint 12 is made of synthetic resin and has a substantially cylindrical shape as shown in FIG. The entire inner peripheral surface of the pipe joint 12 has a female thread portion 21 as a coupling portion that is coupled to the outer peripheral surface of the tube body 14 by screwing. The female screw portion 21 is provided with a sheet-like water blocking material 22 that expands when it contains moisture.

止水材22には、水分を吸収して膨張する水膨張材を保持したポリエチレンテレフタレート等からなる不織布を使用できる。雌ねじ部21に対する固定は、管継手12を成形するときに一体成形して行うとよい。   A non-woven fabric made of polyethylene terephthalate or the like holding a water expansion material that absorbs moisture and expands can be used as the water stop material 22. Fixing to the female screw portion 21 may be performed by integral molding when the pipe joint 12 is molded.

管継手12の外周面における基端側、つまり地中箱71に接続する側に寄った部位には、外周方向に鍔状に突出して前記貫通穴73よりも大きい円環状の当接板23が形成されている。この当接板23の基端側の面が、地中箱71の外側面における前記貫通穴73の周囲に当接する当接面23aである。当接面23aにも前記と同様の止水材24が備えられる。このため当接面23aは止水材24を介して間接的に当接する。   An annular contact plate 23 that protrudes like a bowl in the outer peripheral direction and is larger than the through hole 73 is located at a base end side of the outer peripheral surface of the pipe joint 12, that is, a side that is connected to the underground box 71. Is formed. The base end side surface of the contact plate 23 is a contact surface 23 a that contacts the periphery of the through hole 73 on the outer surface of the underground box 71. The abutting surface 23a is also provided with a water stop material 24 similar to the above. For this reason, the abutting surface 23 a abuts indirectly through the water blocking material 24.

この当接面23aより基端側であって、当接面23aより内周側で雌ねじ部21より外周側の部分は、前記貫通穴73よりも若干小径の外周面を有する円筒状に形成されている。この円筒状の部分が、貫通穴73に進入する突部25である。前記雌ねじ部21は、この突部25にも形成されている。突部25の長さは適宜設定されるが、可能な範囲で長いほうが望ましい。   A portion closer to the base end side than the contact surface 23 a and on the inner peripheral side from the contact surface 23 a and on the outer peripheral side from the female screw portion 21 is formed in a cylindrical shape having an outer peripheral surface slightly smaller in diameter than the through hole 73. ing. This cylindrical portion is the protrusion 25 that enters the through hole 73. The female screw portion 21 is also formed on the protrusion 25. Although the length of the protrusion 25 is set as appropriate, it is desirable that the length is as long as possible.

突部25の外周面には、図2にも示したような環状のパッキン15が装着される。このパッキン15は貫通穴73の内周面との間での止水と抜け止めに資する。   An annular packing 15 as shown in FIG. 2 is attached to the outer peripheral surface of the protrusion 25. This packing 15 contributes to water stoppage and prevention of slipping between the inner peripheral surface of the through hole 73.

管継手12の外周面における当接板23より先端側の部分には、正面視方形状の突出部26が、周方向に沿って間欠形成されている。これらの突出部26は、管継手12の接続に際して管継手12を回転する時の引っかかりとなる部分である。   Protruding portions 26 having a front view shape are intermittently formed along the circumferential direction at a portion of the outer peripheral surface of the pipe joint 12 on the tip side from the contact plate 23. These protrusions 26 are portions that become caught when the pipe joint 12 is rotated when the pipe joint 12 is connected.

前記ベルマウス13は合成樹脂製で、管体14の内周面に螺合により結合する結合部としての円筒状の雄ねじ部31を有し、この雄ねじ部31の一端部に、外周方向に鍔状に突出して前記貫通穴73よりも大きい円環状の当接板32を有している。この当接板32の雄ねじ部31を有する側の面が、地中箱71の内側面における前記貫通穴73の周囲に間接的に当接する当接面32aである。この当接面32aも前記と同様の止水材33を備えている。   The bell mouth 13 is made of synthetic resin, and has a cylindrical male screw portion 31 as a coupling portion that is coupled to the inner peripheral surface of the tube body 14 by screwing. An annular contact plate 32 that protrudes like a ring and is larger than the through hole 73 is provided. A surface of the contact plate 32 on the side having the male screw portion 31 is a contact surface 32 a that indirectly contacts the periphery of the through hole 73 on the inner surface of the underground box 71. This abutting surface 32a is also provided with a water stop material 33 similar to the above.

以上のような部材からなる管体接続構造11では、次のようにして管体14の接続を行う
まず、図3に示したようにパッキン15を備えた管継手12に対して、管体14の一端部を螺合し、管継手12の突部25を地中箱71の壁部72に形成した貫通穴73に対して外側面から挿入する。
In the tubular body connection structure 11 composed of the members as described above, the tubular body 14 is connected as follows. First, the tubular body 14 is connected to the tubular joint 12 having the packing 15 as shown in FIG. Are inserted into the through hole 73 formed in the wall portion 72 of the underground box 71 from the outer surface.

つぎに、地中箱71の壁部72の内側面からベルマウス13の雄ねじ部31を管体14の内周面に螺合し、管継手12とベルマウス13の当接面23a,32aで壁部72の貫通穴73の周囲を厚み方向に挟み付ける。すると、図1に示したように管継手12と管体14が壁部72から垂直に突出した状態になって、管体14は貫通穴73内に接続される。   Next, the male thread portion 31 of the bell mouth 13 is screwed into the inner peripheral surface of the pipe body 14 from the inner side surface of the wall portion 72 of the underground box 71, and the contact surfaces 23 a and 32 a of the pipe joint 12 and the bell mouth 13 are used. The periphery of the through hole 73 of the wall portion 72 is sandwiched in the thickness direction. Then, as shown in FIG. 1, the pipe joint 12 and the pipe body 14 project vertically from the wall portion 72, and the pipe body 14 is connected in the through hole 73.

このとき、管継手12の突部25は貫通穴73の内周面に対してパッキン15を介して嵌った状態である。   At this time, the protrusion 25 of the pipe joint 12 is in a state of being fitted to the inner peripheral surface of the through hole 73 via the packing 15.

このような接続状態となるので、次のような作用効果を有する。   Since it is in such a connection state, it has the following effects.

管継手12とベルマウス13はそれぞれの雌ねじ部21と雄ねじ部31を介して管体14と結合し、管継手12とベルマウス13の当接面23a,32aは、その結合状態を保持するように壁部72を挟持する。地中に埋設されることで、当接面23a,32aに備えた止水材24,33や雌ねじ部21に備えた止水材22が地中の水分を吸収して膨張し、止水材22,24,33部分を隙間のない状態にするとともに、各部材12,13,14,72の結合状態を強化する。管継手12の突部25においては、貫通穴73内に相対変位不可能に挿入された状態が保持される。   The pipe joint 12 and the bell mouth 13 are coupled to the pipe body 14 via the female thread portion 21 and the male thread section 31, respectively, and the contact surfaces 23a and 32a of the pipe joint 12 and the bell mouth 13 are maintained in the coupled state. The wall 72 is sandwiched between the two. By being buried in the ground, the water-stopping materials 24 and 33 provided on the contact surfaces 23a and 32a and the water-stopping material 22 provided on the female screw portion 21 absorb the moisture in the ground and expand, and the water-stopping material. The portions 22, 24, 33 are made free of gaps, and the connection state of the members 12, 13, 14, 72 is strengthened. In the protrusion 25 of the pipe joint 12, the state of being inserted into the through hole 73 so as not to be relatively displaced is maintained.

この状態で土圧がかかって管体14や管継手12に、上から押さえ込むような荷重がかかって、管体14や管継手12の先端側が撓み変形しても、管継手12の突部25が貫通穴73の内周面に接して、または接するに準じた状態となって、相対変位を阻止する。この作用は、当接面23a,32aに備えられた止水材24,33の膨張力によっても補われる。   Even if the earth pressure is applied in this state and a load is applied to the pipe body 14 and the pipe joint 12 so as to be pressed from above, the distal end side of the pipe body 14 and the pipe joint 12 is bent and deformed. Is in contact with the inner peripheral surface of the through hole 73 or in a state corresponding to the contact, and prevents relative displacement. This action is also compensated by the expansion force of the water blocking materials 24 and 33 provided on the contact surfaces 23a and 32a.

このように突部25によって管継手12の貫通穴73に対する変位が阻止されるので、管体14や管継手12に対して、これらが撓むような荷重がかかっても、管継手12の当接面23aが貫通穴73の周囲から離れる方向に大きく変位することはない。特に、固定力を発揮している管継手12の一部である突部25が、貫通穴73の内周面に近い位置で直接的に貫通穴73に接して相対変位を阻止するので、たとえば固定されている管体14が貫通穴73に接する場合と比べて、相対変位の阻止は強力に行える。このため、止水性を損なうような隙間が不測にできることを回避でき、止水性を確保することが可能である。   As described above, since the protrusion 25 prevents the displacement of the pipe joint 12 from the through hole 73, even if a load is applied to the pipe body 14 or the pipe joint 12 such that the pipe joint 12 is bent, the abutment of the pipe joint 12 can be prevented. The surface 23 a is not greatly displaced in the direction away from the periphery of the through hole 73. In particular, the protrusion 25 that is a part of the pipe joint 12 that exhibits the fixing force directly contacts the through hole 73 at a position close to the inner peripheral surface of the through hole 73 to prevent relative displacement. Compared with the case where the fixed tube body 14 is in contact with the through hole 73, the relative displacement can be prevented more effectively. For this reason, it can be avoided that a gap that impairs the water stoppage can be made unexpectedly, and the water stoppage can be ensured.

また、管継手12とベルマウス13の結合部をねじで構成したので、結合は回転することで行え、接続作業は至って容易である。しかも、管継手12とベルマウス13の当接板23,32は円環状であるので、接続作業のための回転作業は円滑に行える。   In addition, since the coupling portion between the pipe joint 12 and the bell mouth 13 is configured by a screw, the coupling can be performed by rotating, and the connection work is very easy. Moreover, since the contact plates 23 and 32 of the pipe joint 12 and the bell mouth 13 are annular, the rotation work for the connection work can be performed smoothly.

以下、その他の例を説明する。この説明において、前記構成と同一又は同等の部位には同一の符号を付してその詳しい説明を省略する。   Other examples will be described below. In this description, parts that are the same as or equivalent to those in the above configuration are given the same reference numerals, and detailed descriptions thereof are omitted.

図4は他の例に係る管継手12の斜視図である。この管継手12の突部25は、内周面に雌ねじ部を有しない円筒形状である。突部25の厚みは適宜設定される。
このような構成の管継手12でも、前記と同様の作用効果を有する。
FIG. 4 is a perspective view of a pipe joint 12 according to another example. The protruding portion 25 of the pipe joint 12 has a cylindrical shape having no internal thread portion on the inner peripheral surface. The thickness of the protrusion 25 is appropriately set.
The pipe joint 12 having such a configuration also has the same effects as described above.

図5は、他の例に係る管体接続構造11の断面図である。この管体接続構造11は、管継手12に対しては、管体14に代えて管体14を接続する受け継手16を接続する。   FIG. 5 is a cross-sectional view of a tube connection structure 11 according to another example. In this tubular body connection structure 11, a receiving joint 16 that connects the tubular body 14 is connected to the tubular joint 12 in place of the tubular body 14.

受け継手16は、管体14と同じ形状の螺旋波付き部61を基端側に有し、この螺旋波付き部61の先端に、略筒状の受け部62を有している。受け部62内には、リング状の抜け止め部材63が備えられ、管体14の一端部を保持する差し込み継手45を差し込んだときに抜け止めできるようにしている。差し込み継手45は、長手方向の反差し込み側の内周面に、管体14に螺合する雌ねじ部45aを有する。   The receiving joint 16 has a spiral wave-equipped portion 61 having the same shape as that of the tubular body 14 on the proximal end side, and has a substantially cylindrical receiving portion 62 at the distal end of the helical wave-attached portion 61. A ring-shaped retaining member 63 is provided in the receiving portion 62 so that the retaining member 63 can be retained when the insertion joint 45 that holds one end of the tubular body 14 is inserted. The insertion joint 45 has an internal thread portion 45 a that is screwed into the tube body 14 on the inner peripheral surface on the side opposite to the insertion side in the longitudinal direction.

このように構成された接続構造11でも、受け継手16は管継手12とベルマウス13によって、前記と同様に止水性を阻害されるような変位のない状態で保持されるので、管体14と受け継手16と管継手12に土圧がかかっても、止水性を確保できる。   Even in the connection structure 11 configured as described above, the receiving joint 16 is held by the pipe joint 12 and the bell mouth 13 without displacement so that the water stoppage is inhibited in the same manner as described above. Even if earth pressure is applied to the receiving joint 16 and the pipe joint 12, waterproofness can be secured.

この発明の構成と前記一形態の構成との対応において、
この発明の接続対象は、前記地中箱71に対応し、
以下同様に、
管体は、前記螺旋溝付き管(管体)14または前記受け継手16に対応し、
管継手の結合部は、前記雌ねじ部21に対応し、
ベルマウスの結合部は、前記雄ねじ部31に対応するも、
この発明は前記構成のみに限定されるものではなく、その他の形態を採用することができる。
In correspondence between the configuration of the present invention and the configuration of the one aspect,
The connection object of the present invention corresponds to the underground box 71,
Similarly,
The tube corresponds to the spiral grooved tube (tube) 14 or the receiving joint 16,
The coupling portion of the pipe joint corresponds to the female screw portion 21;
The connecting portion of the bell mouth corresponds to the male screw portion 31,
The present invention is not limited to the above configuration, and other forms can be adopted.

例えば突部25は、筒状ではなく、例えば環状に配設される複数本の棒状の部分からなるものであってもよい。   For example, the protrusion 25 may be formed of a plurality of rod-like portions arranged in an annular shape, for example, instead of being cylindrical.

また、前記パッキン15に代えて、ゴムシートやスポンジ、不織布などを用いることもできる。水膨張性とすることも可能である。   Further, instead of the packing 15, a rubber sheet, sponge, nonwoven fabric, or the like can be used. It is also possible to make it water-swellable.

11…管体接続構造
12…管継手
13…ベルマウス
14…螺旋溝付き管
16…受け継手
21…雌ねじ部
23a…当接面
25…突部
31…雄ねじ部
32a…当接面
71…地中箱
73…貫通穴
DESCRIPTION OF SYMBOLS 11 ... Tube connection structure 12 ... Pipe joint 13 ... Bell mouth 14 ... Pipe with spiral groove 16 ... Receptacle joint 21 ... Female thread part 23a ... Contact surface 25 ... Projection part 31 ... Male thread part 32a ... Contact surface 71 ... Underground Box 73 ... through hole

Claims (3)

管体の外周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有した管継手と、管体の内周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有したベルマウスで、前記貫通穴の周囲を挟み付けて、前記管体を前記貫通穴に接続する管体接続構造であって、
前記管継手の前記当接面より内周側で結合部より外周側の部位に、前記貫通穴に進入する突部を備えた
管体接続構造。
A pipe joint that has a coupling portion that is coupled to the outer peripheral surface of the tubular body, and that has a contact surface that abuts around the through hole to be connected, and a coupling portion that is coupled to the inner peripheral surface of the tubular body, and a connection A bell mouth having an abutting surface that abuts the periphery of the target through-hole, sandwiching the periphery of the through-hole, and connecting the tubular body to the through-hole,
A tubular body connection structure comprising a protrusion that enters the through hole at a site on the inner peripheral side of the abutting surface of the pipe joint and on the outer peripheral side of the coupling portion.
前記突部が筒状である
請求項1に記載の管体接続構造。
The tubular body connection structure according to claim 1, wherein the protrusion is cylindrical.
管体の外周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有し、管体の内周面に結合する結合部を有するとともに、接続対象の貫通穴の周囲に当接する当接面を有したベルマウスと協働して、前記貫通穴の周囲を挟み付けて、前記管体を前記貫通穴に接続する管継手であって、
前記当接面より内周側で結合部より外周側の部位に、前記貫通穴に進入する突部を備えた
管継手。
It has a coupling part that is coupled to the outer peripheral surface of the tubular body, has a contact surface that abuts around the through hole to be connected, has a coupling part that couples to the inner peripheral surface of the tubular body, and penetrates the connection target In cooperation with a bell mouth having an abutting surface that abuts the periphery of the hole, a pipe joint that sandwiches the periphery of the through hole and connects the tubular body to the through hole,
A pipe joint provided with a protrusion that enters the through hole at a portion on the inner peripheral side of the contact surface and on the outer peripheral side of the coupling portion.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106425179A (en) * 2016-10-09 2017-02-22 金锋馥(滁州)输送机械有限公司 Automatic pressing device
JP6144394B1 (en) * 2016-08-24 2017-06-07 共和ゴム株式会社 Tube connection structure and bellmouth

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Publication number Priority date Publication date Assignee Title
JPH11266519A (en) * 1998-03-17 1999-09-28 Totaku Kogyo Kk Connector for attachment of spiral pipe to wall
JP2002195460A (en) * 2000-12-27 2002-07-10 Kana Flex Corporation Kk Coupler for connection
JP2007262841A (en) * 2006-03-29 2007-10-11 Furukawa Electric Co Ltd:The Mounting structure of tubular body in piping box
JP2012115106A (en) * 2010-11-26 2012-06-14 Masashi Kishigami Connecting method or connecting structure of pipe material

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11266519A (en) * 1998-03-17 1999-09-28 Totaku Kogyo Kk Connector for attachment of spiral pipe to wall
JP2002195460A (en) * 2000-12-27 2002-07-10 Kana Flex Corporation Kk Coupler for connection
JP2007262841A (en) * 2006-03-29 2007-10-11 Furukawa Electric Co Ltd:The Mounting structure of tubular body in piping box
JP2012115106A (en) * 2010-11-26 2012-06-14 Masashi Kishigami Connecting method or connecting structure of pipe material

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6144394B1 (en) * 2016-08-24 2017-06-07 共和ゴム株式会社 Tube connection structure and bellmouth
JP2018031412A (en) * 2016-08-24 2018-03-01 共和ゴム株式会社 Pipe body connection structure and bell mouth
CN106425179A (en) * 2016-10-09 2017-02-22 金锋馥(滁州)输送机械有限公司 Automatic pressing device

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