JP2023116046A - pipe joint - Google Patents

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Publication number
JP2023116046A
JP2023116046A JP2022018588A JP2022018588A JP2023116046A JP 2023116046 A JP2023116046 A JP 2023116046A JP 2022018588 A JP2022018588 A JP 2022018588A JP 2022018588 A JP2022018588 A JP 2022018588A JP 2023116046 A JP2023116046 A JP 2023116046A
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Japan
Prior art keywords
pipe joint
hole
contact
outer peripheral
annular plate
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JP2022018588A
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Japanese (ja)
Inventor
勇一 渡部
Yuichi Watabe
剛 寺阪
Takeshi Terasaka
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Manhole Commercial Firm Co Ltd
Ooike Inc
Kyowa Rubber KK
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Manhole Commercial Firm Co Ltd
Ooike Inc
Kyowa Rubber KK
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Priority to JP2022018588A priority Critical patent/JP2023116046A/en
Publication of JP2023116046A publication Critical patent/JP2023116046A/en
Pending legal-status Critical Current

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Abstract

To provide a pipe joint in which the rigidity of a portion with a contact surface is improved to make a function of a projection part more reliable, and which can be constructed even when a diameter of a through hole is out of a predetermined value and small.SOLUTION: A pipe joint 11 has a female threaded part 53 that is screwed into an outer peripheral surface of a spirally corrugated pipe 13, has a contact plate 55 having a contact surface 55a brought into contact with the periphery of a through hole 73 of an underground box 71, and comprises a projection part 52 that is provided on an inner peripheral side with respect to the contact surface 55a and on the outer peripheral side with respect to the female threaded part 53, and enters the through hole 73. The pipe joint connects pipe bodies by sandwiching the periphery of the through hole 73 in cooperation with a bell mouth 12 having a male threaded part 21 screwed into an inner peripheral surface of a pipe body 13 and a contact surface 22a brought into contact with the periphery of the through hole 73. A flange-shaped annular plate part 57 is formed at an end opposite to the projection part 52, and extends in an outer peripheral direction at a distance from the contact plate 55.SELECTED DRAWING: Figure 7

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ために用いられる管継手に関する。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe joint used for connecting a tube body for electric wire protection to an underground box, such as a handhole or a manhole, which is buried in the ground.

この種の管継手は、地中箱の貫通穴に挿入された管体の外周における地中箱より外側に取り付けられる。貫通穴は地中箱の壁部に削孔されて形成され、管継手には貫通穴の周囲に当接する当接面が形成されている。この当接面と、管体の端末であって壁部の内側に取り付けられたベルマウスとで貫通穴の周囲を挟み込むことで、管体が貫通穴に接続される。 This type of pipe joint is attached to the outside of the underground box on the outer circumference of the tubular body inserted into the through hole of the underground box. The through hole is formed by drilling in the wall of the underground box, and the pipe joint is formed with a contact surface that abuts around the through hole. The tubular body is connected to the through hole by sandwiching the periphery of the through hole between this abutment surface and a bell mouth attached to the inner side of the wall at the end of the tubular body.

しかし、地中に埋設される管体には土圧がかかる。土圧のかかり方によっては、地中箱の壁面から垂直に突出する管体は、池中箱から離れた部分で下方に下がるように撓む。この変形によって、管継手と貫通穴の周囲との間に隙間ができて、止水性を維持できないおそれがある。 However, earth pressure is applied to the pipe buried in the ground. Depending on how earth pressure is applied, the tubular body protruding vertically from the wall surface of the underground box bends downward at a portion away from the box in the pond. This deformation may create a gap between the pipe joint and the perimeter of the through-hole, making it impossible to maintain water shut-off.

このため下記特許文献1の管体接続構造を案出した。 For this reason, the tubular body connection structure disclosed in Patent Document 1 below was devised.

この管体接続構造は、管継手における貫通穴の周囲に当接する当接面の内周側部分に、貫通穴に進入する円筒状の突部を備えるというものである。突部は、管体が撓んで管継手の当接面が貫通穴の周囲から離れようとする場合でも、貫通穴の内周面に接して管継手の傾くような変位を阻止するので、止水性を維持できる。 This tubular body connection structure is provided with a cylindrical projection that enters the through hole on the inner peripheral side portion of the abutment surface of the pipe joint that abuts around the through hole. Even if the pipe body bends and the abutment surface of the pipe joint moves away from the perimeter of the through hole, the projection contacts the inner peripheral surface of the through hole and prevents tilting displacement of the pipe joint. It can keep water.

特許第6071720号公報Japanese Patent No. 6071720

しかし、当接面を有する部分は、外周方向に鍔状に張り出した板状であり、それよりも突部と反対側の部分は、単純な円筒状に形成されている。この部分は、強固な締め付けを行い、管継手の変位を阻止する突部の作用を確実なものとするためには、剛性が高い方がよい。 However, the portion having the contact surface has a plate-like shape protruding in the outer peripheral direction in the shape of a flange, and the portion opposite to the protrusion is formed in a simple cylindrical shape. This portion should have a high rigidity in order to perform strong tightening and to ensure the action of the protrusions that prevent displacement of the pipe joint.

また、地中箱の貫通穴は、削孔に使用する刃の違いによって所望の大きさにならない場合がある。管継手に形成される突部の直径は所定の値に設定されているので、貫通穴の大きさが突部の大きさに対して小さい場合には、用意した管継手が使えないことになってしまう。施工現場においてこのような状況に陥ると、工期の遅れ等の重大な問題になる。 Also, the through-hole of the underground box may not have the desired size due to the difference in the blades used for drilling. Since the diameter of the protrusion formed on the pipe joint is set to a predetermined value, if the size of the through hole is smaller than the size of the protrusion, the prepared pipe joint cannot be used. end up If such a situation occurs at a construction site, it will lead to serious problems such as a delay in the construction period.

そこで、この発明は、当接面を有する部分の剛性を向上して突部の機能をより確実なものとするとともに、貫通穴の直径が所定値から外れていても施工可能にするなど、他の利点も得られるようにすることを主な目的とする。 Therefore, the present invention improves the rigidity of the portion having the contact surface to make the function of the projection more reliable, and enables construction even if the diameter of the through hole is outside a predetermined value. The main purpose is to ensure that the benefits of

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持つ当接板を有し、前記当接面よりも内周側で前記結合部よりも外周側の部位に前記貫通穴に侵入する突部を備えており、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、前記突部とは反対側の端に、前記当接板から間隔を隔てて外周方向に張り出す鍔状の環状板部が形成された管継手である。 The means for that purpose has a connecting portion that connects to the outer peripheral surface of the tubular body, and has a contact plate that has a contact surface that contacts the periphery of the through hole to be connected, and is located on the inner peripheral side of the contact surface. A protrusion that penetrates into the through hole is provided at a portion on the outer peripheral side of the connecting portion, and has a connecting portion that connects to the inner peripheral surface of the tubular body, and a contact that abuts around the through hole to be connected. A pipe joint that connects the tubular body to the through hole by sandwiching the periphery of the through hole in cooperation with a bell mouth having a contact surface, wherein the end opposite to the projection has: In the pipe joint, a brim-shaped annular plate portion projecting in the outer peripheral direction at a distance from the contact plate is formed.

この構成では、接続対象の貫通穴の大きさが所定の大きさである場合や許容範囲である場合には、管継手を結合部により管体に取り付けて、突部を貫通穴に挿入する。この状態で管継手の当接面とベルマウスの当接面で貫通穴の周囲を挟み付ける。このとき環状板部は、当接面を有する当接板の背後において当接板と一体であって、当接板よりも環状板部側の部分の剛性を向上する。 In this configuration, when the size of the through hole to be connected is a predetermined size or within an allowable range, the pipe joint is attached to the tubular body by the connecting portion, and the protrusion is inserted into the through hole. In this state, the contact surface of the pipe joint and the contact surface of the bell mouth sandwich the periphery of the through hole. At this time, the annular plate portion is integrated with the contact plate behind the contact plate having the contact surface, and improves the rigidity of the portion closer to the annular plate portion than the contact plate.

また環状板部は、接続対象の貫通穴の大きさが所定値より小さくて突部を挿入できない場合に、管継手が前後反転して使用されることで、当接板の代わりに締め付け機能を果たす。 In addition, when the through-hole to be connected is smaller than the specified value and the protrusion cannot be inserted, the annular plate can be used by reversing the pipe joint front to back, thereby performing a tightening function instead of the abutment plate. Fulfill.

さらに環状板部は、外周方向に張り出して鍔状をなす形態であって、外周面位置を、接続する管体の外周面から離して操作性をよくするとともに、板状であっても間隔をあけて存在する当接板との協働で、その部分を保持しやすくする。 Further, the annular plate portion is shaped like a flange projecting in the outer peripheral direction. The part can be easily held in cooperation with the abutment plate which is left open.

この発明によれば、当接板の後ろに控える環状板部を備えているので、当接板から環状板部にかけての部分の剛性が向上し、接続対象の貫通穴に挿入された突部の機能を確実なものとすることができる。 According to this invention, since the annular plate portion is provided behind the abutment plate, the rigidity of the portion from the abutment plate to the annular plate portion is improved, and the projection inserted into the through-hole to be connected is prevented from moving. function can be ensured.

そのうえ、貫通穴の大ききが小さくて突部を挿入できない場合には、管継手を反転して使用して、環状板部を当接板の代わりに利用することで、接続が可能である。しかもこの場合、環状板部から当接板にかけての部分は剛性が高いので、より硬く締め付けることが可能であり、止水性を維持できる。 Moreover, if the through-hole is too small to insert the protrusion, the pipe joint can be reversed and the annular plate portion can be used instead of the abutment plate for connection. Moreover, in this case, since the portion from the annular plate portion to the abutment plate has high rigidity, it is possible to tighten it more firmly, and the waterproofness can be maintained.

加えて、外周方向に張り出す環状板部は、管体の外周面に近い位置にある場合よりも保持しやすくするので、取付けと締め付けの作業性を向上できる。 In addition, the annular plate projecting in the outer peripheral direction makes it easier to hold than when it is located near the outer peripheral surface of the tubular body, so that the workability of mounting and tightening can be improved.

管継手の斜視図。The perspective view of a pipe joint. 管体接続構造の分離状態を示す断面図。Sectional drawing which shows the isolation|separation state of the tubular body connection structure. 使用状態の断面図。Sectional drawing of use state. 止水材を分離した状態の管継手の斜視図。FIG. 4 is a perspective view of the pipe joint with the water stop material separated; 管継手の正面図と側面図と断面図。The front view, side view, and cross-sectional view of a pipe joint. 管継手と貫通穴を示す断面図。Sectional drawing which shows a pipe joint and a through-hole. 使用状態の断面図。Sectional drawing of use state. 管継手の斜視図、正面図、側面図及び断面図。A perspective view, a front view, a side view and a cross-sectional view of a pipe joint. 管継手の斜視図、正面図、側面図及び断面図。A perspective view, a front view, a side view and a cross-sectional view of a pipe joint. 管継手の斜視図、正面図、側面図及び断面図。A perspective view, a front view, a side view and a cross-sectional view of a pipe joint. 管継手の斜視図、正面図、側面図及び断面図。A perspective view, a front view, a side view and a cross-sectional view of a pipe joint. 管継手の斜視図、正面図、側面図及び断面図。A perspective view, a front view, a side view and a cross-sectional view of a pipe joint. 管継手の斜視図、正面図、側面図及び断面図。A perspective view, a front view, a side view and a cross-sectional view of a pipe joint.

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。 One mode for carrying out the present invention will be described below with reference to the drawings.

図1に、管継手11の斜視図を示す。この管継手11は、図2に示したように、ベルマウス12を利用して螺旋波付き管13(以下「管体」という)を接続対象である地中箱71に接続する管体接続構造を得るためのものである。 FIG. 1 shows a perspective view of the pipe joint 11. As shown in FIG. As shown in FIG. 2, the pipe joint 11 has a pipe connection structure for connecting a spiral wave pipe 13 (hereinafter referred to as "pipe") to an underground box 71 to be connected using a bell mouth 12. is for obtaining

管体13は、地中に埋設する電線を保護するためのものであって、合成樹脂で形成されている。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13は、地中箱71の壁部72に形成された円形の貫通穴73に対して一端部を嵌め込むように接続される。接続状態において、図3に示したように、管体13は地中箱71の壁部72の外側面72aから垂直に突出した状態となる。 The tubular body 13 is for protecting electric wires buried in the ground, and is made of synthetic resin. Spiral unevenness (spiral wave) is formed not only on the outer peripheral surface but also on the inner peripheral surface. One end of the pipe 13 is fitted into a circular through hole 73 formed in the wall 72 of the underground box 71 . In the connected state, as shown in FIG. 3, the tubular body 13 protrudes vertically from the outer surface 72a of the wall portion 72 of the underground box 71. As shown in FIG.

管継手11は合成樹脂製であり、図1に示したように略円筒状に形成され、管体13が通る貫通穴11aを内側に有している。円筒形状の管継手11は、長手方向(軸心方向)において2つの部分に区分でき、軸心方向の一端部は本体部51であり、他端部は突部52である。 The pipe joint 11 is made of synthetic resin, is formed in a substantially cylindrical shape as shown in FIG. The cylindrical pipe joint 11 can be divided into two parts in the longitudinal direction (axial direction).

管継手11の本体部51における内周面には、管体13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53が形成されている。この雌ねじ部53には、水分を含むと膨張するシート状の止水材54が備えられる。 A female threaded portion 53 is formed on the inner peripheral surface of the body portion 51 of the pipe joint 11 as a coupling portion that is coupled to the outer peripheral surface of the tubular body 13 by screwing. The female threaded portion 53 is provided with a sheet-shaped water stop material 54 that expands when it absorbs moisture.

止水材54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53に対する固定は、図4に示したように必要形状に裁断した止水材54を張り付けるとよいが、止水材54は管継手11を成形するときに一体成形して備えることもできる。 As the water stop material 54, a non-woven fabric made of polyethylene terephthalate or the like holding a water-swelling material that absorbs water and expands can be used. As shown in FIG. 4, the fixing to the female threaded portion 53 is preferably performed by attaching the water stop material 54 cut into the required shape, but the water stop material 54 may be integrally formed when the pipe joint 11 is formed. can.

図5に、前述の止水材54を含むすべての止水材の図示を省略した管継手11の側面図と正面図と断面図を示す。図5中、(a)は左側面図、(b)は正面図、(c)は右側面図、(d)は(c)のA-A断面図であり、(a)における破線は、(d)のB-B切断位置での断面形状を示している。 FIG. 5 shows a side view, a front view, and a cross-sectional view of the pipe joint 11 in which illustration of all the water stop materials including the water stop material 54 is omitted. In FIG. 5, (a) is a left side view, (b) is a front view, (c) is a right side view, and (d) is a cross-sectional view along AA in (c). (d) shows a cross-sectional shape at the BB cut position.

本体部51の外周面における地中箱71に接続する側の端、つまり突部52側の端には、外周方向に鍔状に張り出して貫通穴73よりも大径の当接板55が形成されている。ここで、「地中箱71に接続する側」とは、本来予定されている使用態様における方向性を示しており、絶対的な意味ではない。 At the end of the outer peripheral surface of the main body 51 that is connected to the underground box 71, that is, at the end on the protruding portion 52 side, an abutment plate 55 that protrudes in the outer peripheral direction and has a larger diameter than the through hole 73 is formed. It is Here, "the side connected to the underground box 71" indicates the directionality in the intended usage mode, and does not have an absolute meaning.

当接板55は輪郭形状を円形とする円環状である。この当接板55の突部52側の平らな面が、地中箱71の外側面72aにおける貫通穴73の周囲に当接する当接面55aである。当接面55aにも止水材56が備えられる。このため当接面55aは止水材56を介して間接的に地中箱71に当接することになる。 The contact plate 55 has an annular shape with a circular contour. The flat surface of the contact plate 55 on the protruding portion 52 side is the contact surface 55a that contacts the circumference of the through hole 73 in the outer surface 72a of the underground box 71 . A water stop material 56 is also provided on the contact surface 55a. Therefore, the contact surface 55a indirectly contacts the underground box 71 through the water stop material 56. As shown in FIG.

当接面55aに備える止水材56は、円環状に形成されている。止水材56の構成は、前述と同様に水膨張性の不織布のみからなるものであってもよいが、当接面55aは地中箱71に回転を伴って強く接する部分であるので、図4に示したように、水膨張性の不織布層56aの背面にゴム層56bを備えた2層構造とするとよい。ゴム層56bを軟質のゴムで構成して不織布層56aを積層することで、水膨張性の不織布層56aが膨らんで締め付け力を発揮したときにゴム層56bが圧縮されて変形しつつも反発力を作用させることができる。この結果、硬い締め付けが可能になるとともに、より良好な止水状態が得られる。 The water stop material 56 provided on the contact surface 55a is formed in an annular shape. The structure of the water stop material 56 may be made of only water-swellable nonwoven fabric as described above. 4, a two-layer structure having a rubber layer 56b on the back of a water-swellable nonwoven fabric layer 56a is preferable. By forming the rubber layer 56b from a soft rubber and laminating the non-woven fabric layer 56a, when the water-swellable non-woven fabric layer 56a swells and exerts a tightening force, the rubber layer 56b is compressed and deformed while providing a repulsive force. can act. As a result, firm tightening becomes possible and a better water stopping condition is obtained.

本体部51の外周面における地中箱71に接続する側と反対側の端には、当接板55から間隔を隔てて外周方向に張り出す鍔状の環状板部57が形成されている。ここでいう、「地中箱71に接続する側」の意味も、本来予定されている使用態様における方向性を示しており、絶対的な意味ではない。 A brim-shaped annular plate portion 57 is formed at the end of the outer peripheral surface of the body portion 51 opposite to the side connected to the underground box 71 and protrudes in the outer peripheral direction at a distance from the contact plate 55 . Here, the meaning of "the side connected to the underground box 71" also indicates the directionality in the originally planned usage mode, and is not an absolute meaning.

環状板部57と当接板55を有する本体部51の軸心方向の長さは、少なくとも雌ねじ部53を形成するのに必要な長さであるとともに、当接板55と環状板部57とに指先や手を引っかけたときにそれらを安定させられる長さに設定される。 The length in the axial direction of the body portion 51 having the annular plate portion 57 and the contact plate portion 55 is at least the length necessary to form the female thread portion 53, and the contact plate portion 55 and the annular plate portion 57 are It is set to a length that stabilizes your fingertips or hands when they are caught in the

環状板部57の形状は、当接板55と同じで、輪郭形状を円形とする円環状である。また環状板部57の大きさは、当接板55の大きさに相応する大きさである。つまり、環状板部57は当接板55とつり合いの取れた大きさであって、同じ大きさ、又は似通った大きさに形成される。環状板部57と当接板55の輪郭形状が異なる場合でも、直径の一部が同じ又は近似している場合には、似通った大きさとなり得る。 The shape of the annular plate portion 57 is the same as that of the contact plate 55, and is an annular shape with a circular outline. Also, the size of the annular plate portion 57 is a size corresponding to the size of the contact plate 55 . That is, the annular plate portion 57 has a size that is balanced with the contact plate 55, and is formed to have the same size or a similar size. Even if the contour shapes of the annular plate portion 57 and the contact plate 55 are different, if part of the diameter is the same or similar, they can have similar sizes.

この例では、環状板部57は当接板55と同じ大きさに形成され、形状も同じであって、当接板55と平行に並んでいる。 In this example, the annular plate portion 57 is formed to have the same size and shape as the contact plate 55 and is arranged parallel to the contact plate 55 .

環状板部57と当接板55との間には、これらを連結するリブ58が形成されている。リブ58は、本体部51の軸心方向に平行に延びており、周方向に沿って等間隔で複数配設されている。この例のリブ58の本数は4本である。リブ58の高さは、環状板部57と当接板55を十分に支える高さであって、より好ましくは、本体部51の外周に指や手をかけたときに指や手が接触する高さに設定されるとよい。 A rib 58 is formed between the annular plate portion 57 and the contact plate 55 to connect them. The ribs 58 extend parallel to the axial direction of the main body portion 51, and are arranged in plurality at regular intervals along the circumferential direction. The number of ribs 58 in this example is four. The height of the rib 58 is a height that sufficiently supports the annular plate portion 57 and the contact plate 55, and more preferably, the finger or hand touches the outer periphery of the main body portion 51. It should be set to height.

環状板部57における、当接板55の当接面55aとは反対側の平らな面は、反転使用時当接面57aであり、この反転使用時当接面57aには、止水材59が備えられる。この止水材59は、当接板55の当接面55aに備える止水材56と同じ構造のものであるとよい。すなわち、止水材59は水膨張性の不織布層59aの背面にゴム層59bを備えた2層構造とするとよい。 A flat surface of the annular plate portion 57 opposite to the contact surface 55a of the contact plate 55 is a contact surface 57a for reversal use. is provided. The water stop material 59 preferably has the same structure as the water stop material 56 provided on the contact surface 55 a of the contact plate 55 . That is, the water stop material 59 should preferably have a two-layer structure in which a rubber layer 59b is provided on the rear surface of a water-swellable nonwoven fabric layer 59a.

本体部51における当接板55を有する側の端であって、当接面55aより内周側で雌ねじ部53より外周側の部分に、前述の突部52が一体形成されている。この突部52は円筒形であり、貫通穴73に進入する部分である。 The protrusion 52 is integrally formed at the end of the main body 51 having the contact plate 55 and on the inner peripheral side of the contact surface 55 a and the outer peripheral side of the female screw portion 53 . This protrusion 52 is cylindrical and is a portion that enters the through hole 73 .

図6に示したように、突部52の外周面の大きさ、つまり外径D1は、貫通穴73の予定された望ましい直径D2よりも若干、数ミリ程度小径に設定される。 As shown in FIG. 6, the size of the outer peripheral surface of the protrusion 52, that is, the outer diameter D1 is set to be slightly smaller than the desired diameter D2 of the through hole 73 by several millimeters.

前述した雌ねじ部53は、この突部52には形成されておらず、雌ねじ部53が形成される範囲は、当接板55と環状板部57の間の部分に相当する範囲のみである。突部52の内周面は凹凸の無い滑らかな円周面を有している。 The female threaded portion 53 described above is not formed on the projecting portion 52 , and the range where the female threaded portion 53 is formed is only the range corresponding to the portion between the contact plate 55 and the annular plate portion 57 . The inner peripheral surface of the protruding portion 52 has a smooth circumferential surface without irregularities.

突部52の長さL1は、予定する使用態様においては長い方が望ましいが、地中箱71の壁部72の厚さL2以下に設定される。ここで言う「突部52の長さL1」は、当接面55aが止水材56を備えているので、本来の突部52の長さL3から止水材56の厚みtを減算した長さである。 The length L1 of the protruding portion 52 is preferably set to be equal to or less than the thickness L2 of the wall portion 72 of the underground box 71, although the longer one is desirable in the intended usage mode. The "length L1 of the protrusion 52" referred to here is the length obtained by subtracting the thickness t of the water stop material 56 from the original length L3 of the protrusion 52 because the contact surface 55a is provided with the water stop material 56. It is.

なお、図示例の地中箱71は壁部72の厚さが通常よりも薄い、30mm程度であるものを示している。 The underground box 71 in the illustrated example has a wall portion 72 that is thinner than usual, that is, about 30 mm.

突部52の厚さは、所望の剛性を有し、本体部51の内周面(雌ねじ部53のねじ谷の径方向位置)に関係なく、接続する管体13の外周面との間に隙間を作る厚さである。 The thickness of the protrusion 52 has a desired rigidity, and the thickness of the protrusion 52 is between the outer peripheral surface of the tubular body 13 to be connected regardless of the inner peripheral surface of the main body 51 (the radial position of the thread root of the female thread portion 53). It is the thickness that creates the gap.

ベルマウス12は合成樹脂製で、管体13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21を有し、この雄ねじ部21の一端部に、外周方向に鍔状に張り出して貫通穴73よりも大きい円環状の当接板22を有している。この当接板22の雄ねじ部21を有する側の面が、地中箱71の内側面72bにおける貫通穴73の周囲に間接的に当接する当接面22aである。この当接面22aにも止水材23が備えられる。 The bell mouth 12 is made of synthetic resin and has a cylindrical male threaded portion 21 as a coupling portion that is screwed to the inner peripheral surface of the tubular body 13. At one end of the male threaded portion 21, a brim-like member is provided in the outer peripheral direction. It has an annular contact plate 22 that protrudes outward and is larger than the through hole 73 . The surface of the abutment plate 22 on the side having the male screw portion 21 is the abutment surface 22a that indirectly abuts the circumference of the through hole 73 in the inner surface 72b of the underground box 71 . The contact surface 22a is also provided with the water stop material 23. As shown in FIG.

以上のような管継手11を用いて管体13を地中箱71の壁部72に接続するには、次のように行う。 The pipe body 13 is connected to the wall portion 72 of the underground box 71 using the pipe joint 11 as described above, as follows.

まず、管継手11に対して管体13の一端部を螺合し、管継手11の突部52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72a側から挿入する。 First, one end of the pipe body 13 is screwed into the pipe joint 11, and the projecting portion 52 of the pipe joint 11 is inserted into the through hole 73 formed in the wall portion 72 of the underground box 71 from the outer surface 72a side. do.

つぎに、地中箱71の壁部72の内側面72bからベルマウス12の雄ねじ部21を管体13の内周面に螺合し、管継手11とベルマウス12の当接面55a,22aで壁部72における貫通穴73の周囲を厚み方向に挟み付ける。このように管継手11とベルマウス12の協働で管体13は貫通穴73内に接続され、図3に示したように管継手11と管体13が壁部72から垂直に突出した状態となる。このとき、管継手11の突部52はその外周面を貫通穴73の内周面に薄いすき間を介して近接させている。 Next, the male screw portion 21 of the bell mouth 12 is screwed into the inner peripheral surface of the tubular body 13 from the inner surface 72b of the wall portion 72 of the underground box 71, and the contact surfaces 55a and 22a of the pipe joint 11 and the bell mouth 12 are screwed together. , the periphery of the through hole 73 in the wall portion 72 is sandwiched in the thickness direction. In this way, the pipe joint 11 and the bell mouth 12 cooperate to connect the pipe body 13 into the through hole 73, and as shown in FIG. becomes. At this time, the outer peripheral surface of the projecting portion 52 of the pipe joint 11 is brought close to the inner peripheral surface of the through hole 73 via a thin gap.

管継手11の本体部51は、円筒形状部分の両端にフランジを有するような断面横コ字型であるので、剛性が高いうえに、手で保持しやすい。そのうえ、環状板部57は当接板55と共にその外径を内径よりも大きくするので、保持する手を管体13から離すことができ、回転しやすく、力を効率的にかけることもできる。このため、管継手11を螺合する際の作業性が良く、締め込んで地中箱71の壁部72を挟み付ける作業が良好に行える。 The body portion 51 of the pipe joint 11 has a horizontal U-shaped cross section with flanges at both ends of the cylindrical portion, so that it has high rigidity and is easy to hold by hand. Moreover, since the outer diameter of the annular plate portion 57 is larger than the inner diameter of the contact plate 55, the holding hand can be separated from the tubular body 13, the rotation is easy, and force can be applied efficiently. Therefore, the workability of screwing the pipe joint 11 is good, and the work of clamping the wall portion 72 of the underground box 71 by tightening can be performed well.

接続後、地中に埋設されると、すべての止水材54,56,59は地中の水分を吸収して膨張して、止水材54,56,59部分を隙間の無い状態にするとともに、各部材11,12,13の結合状態を強化する。管継手11の突部52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。 When buried in the ground after connection, all the water-stopping materials 54, 56, 59 absorb moisture in the ground and swell, leaving the parts of the water-stopping materials 54, 56, 59 without gaps. At the same time, the bonding state of each member 11, 12, 13 is strengthened. The projecting portion 52 of the pipe joint 11 is held in a state of being inserted into the through hole 73 so as not to be relatively displaceable.

この状態で土圧がかかって管体13に上から押さえ込まれるような荷重がかかって、管体13が撓み変形しても、管継手11の突部52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55a,22aに備えられた止水材56,23の膨張力によっても補われる。 In this state, even if earth pressure is applied and a load is applied to the pipe body 13 so as to press it down from above, and the pipe body 13 is flexurally deformed, the protrusion 52 of the pipe joint 11 is in contact with the inner peripheral surface of the through hole 73 . relative displacement is prevented by holding or approximating contact. This action is supplemented by the expansive force of the water stop materials 56, 23 provided on the contact surfaces 55a, 22a.

このように突部52によって、管継手11の貫通穴73内での変位が阻止されるうえに、当接板55と環状板部57を有する本体部51の剛性が高い。このため、管体13に下方に撓むような荷重がかかっても、管継手11の当接面55a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く、止水性を維持できる。 In this manner, the protrusion 52 prevents the pipe joint 11 from being displaced in the through hole 73, and the rigidity of the body portion 51 having the contact plate 55 and the annular plate portion 57 is high. Therefore, even if a downward bending load is applied to the pipe body 13, the contact surface 55a of the pipe joint 11 is not greatly displaced away from the periphery of the through-hole 73, and the water cutoff property can be maintained.

本体部51の剛性は、当接板55と環状板部57の間にリブ58を備えているので、より高まり、挟み込みが強力に行えることから、上述の効果をより確実に実現できる。 Since the rib 58 is provided between the contact plate 55 and the annular plate portion 57, the rigidity of the main body portion 51 is increased, and the sandwiching can be performed strongly, so that the above effect can be realized more reliably.

また、管継手11とベルマウス12の結合部をねじで構成したので、結合は回転により行え、接続作業は至って容易である。そのうえ、環状板部57が円環状に形成され、当接板55の大きさに相応する大きさであるので、本体部51を指先や手で保持することや回転すること、回転力を効率的に付与することが容易に行える。そのうえリブ58が回転時の滑り止めの役割も果たすので作業性が良い。 In addition, since the connecting portion between the pipe joint 11 and the bell mouth 12 is formed by a screw, the connection can be performed by rotation, and the connecting work is very easy. In addition, since the annular plate portion 57 is formed in an annular shape and has a size corresponding to the size of the contact plate 55, holding and rotating the main body portion 51 with a fingertip or hand and rotating force can be efficiently applied. can be easily given to In addition, since the ribs 58 also play a role of anti-slip during rotation, workability is good.

地中箱71の貫通穴73の大きさが、予定された大きさよりも小さく、突部52を挿入できない場合には、図7に示したように反転使用時当接面57aを地中箱71の外側面72aに押し当てて接続する。すなわち、管継手11を前述した図3の例とは逆向きに反転させて使用する。 If the size of the through-hole 73 of the underground box 71 is smaller than the expected size and the protrusion 52 cannot be inserted, the abutting surface 57a during reversal use is placed in the underground box 71 as shown in FIG. are pressed against the outer surface 72a of the . That is, the pipe joint 11 is used by reversing the direction opposite to that in the example of FIG. 3 described above.

このように使用するとき、環状板部57と当接板55は機能を入れ替えることになるが、作用は同じである。ただし、突部52は、貫通穴73に入らないので、地中箱71の外側に露出した状態となる。 When used in this manner, the functions of the annular plate portion 57 and the contact plate 55 are interchanged, but the functions are the same. However, since the protrusion 52 does not enter the through hole 73 , it is exposed to the outside of the underground box 71 .

しかし、前述のように本体部51の剛性が高いので、強固な固定状態が得られるため、良好な止水状態は維持できる。管継手11の螺合作業性も前述と同様に良好である。 However, since the rigidity of the main body portion 51 is high as described above, a strong fixed state can be obtained, and a good water stopping state can be maintained. The screwing workability of the pipe joint 11 is also good as described above.

また、たとえ土圧がかかって、管体13が下に撓むことがあっても、突部52の内周面は凹凸がなく滑らかであって、管体13の外周面との間に隙間があるので、管体13の変形による圧力を強く受けることは抑制できる。このため、環状板部57の反転使用時当接面57aが地中箱71の外側面72aから離れて隙間ができるような大きな変位を阻止でき、止水性を維持できる。 In addition, even if the tubular body 13 is bent downward due to earth pressure, the inner peripheral surface of the protrusion 52 is smooth without irregularities, and there is no gap between the outer peripheral surface of the tubular body 13 and the inner peripheral surface of the protrusion 52. Therefore, strong pressure due to deformation of the tubular body 13 can be suppressed. Therefore, when the annular plate portion 57 is reversed, the abutment surface 57a can be prevented from being displaced from the outer side surface 72a of the underground box 71 to form a large gap, thereby maintaining the waterproof property.

特に、図示例の管継手11のように地中箱71の壁部72の厚さが通常よりも薄いものに対する接続ができるように突部52の長さを短く設定した場合には、管体13の変形による影響を受けにくい。 In particular, when the length of the projecting portion 52 is set short so as to be able to connect to an underground box 71 having a thinner wall portion 72 than usual, such as the pipe joint 11 in the illustrated example, the pipe body 13 less susceptible to deformation.

前述のような構成の管継手11は、接続する管体13の太さに応じて複数種類用意されるが、全種類の管継手11が相似形状というわけではなく、大きさに応じて各部の寸法に違いがある。 A plurality of types of pipe joints 11 configured as described above are prepared according to the thickness of the pipe body 13 to be connected. There are differences in dimensions.

以下、図8~図13を用いて、太さに応じて寸法が異なる管継手11の例を説明する。この説明において、前述の構成と同一の部位については同一の符号を付してその詳しい説明を省略する。 An example of the pipe joint 11 having different dimensions according to the thickness will be described below with reference to FIGS. 8 to 13. FIG. In this description, the same reference numerals are assigned to the same parts as those of the configuration described above, and detailed description thereof will be omitted.

図8~図13は、すべての止水材54,56.59の図示を省略した管継手11の外観と断面を示すもので、すべての図において同じ形式で表示している。図中、(a)は斜視図であり、(b)は左側面図、(c)は正面図、(d)は右側面図、(e)は右側面図中央縦断面図である。(a)における破線は、(e)における雌ねじ部53のねじ山を有する位置である一点鎖線で示した位置での断面形状を示している。 8 to 13 show the appearance and cross section of the pipe joint 11 with all the water stop materials 54, 56 and 59 omitted, and are shown in the same format in all the figures. In the figures, (a) is a perspective view, (b) is a left side view, (c) is a front view, (d) is a right side view, and (e) is a right side view center vertical sectional view. The dashed line in (a) indicates the cross-sectional shape at the position indicated by the dashed-dotted line, which is the position of the female screw portion 53 in (e).

また、すべての図における突部52の長さは、接続対象の壁部72の厚みが図5に示した前述の管継手11の場合と同じであるため、図5の突部52の長さ同じ長さである。 Further, the length of the projection 52 in all the drawings is the same as the thickness of the wall portion 72 to be connected is the same as that of the aforementioned pipe joint 11 shown in FIG. are of the same length.

図8には、図5の管継手11よりも小径の管継手11を示しており、図9~図13には、図5の管継手11よりも径を段階的に大きくした管継手11を示している。 FIG. 8 shows a pipe joint 11 having a diameter smaller than that of the pipe joint 11 of FIG. 5, and FIGS. showing.

これらの図に示すように、径が大きくなるに従って、本体部51の長さは、段階的に長くなり、突部52の長さに対する長さの比は、段階的に大きくなっている。突部52の長さは、いずれの管継手11においても同じであるので、小径のものほど、突部52が長く細く、大径になるほど突部52は太く短くなる。 As shown in these figures, as the diameter increases, the length of the body portion 51 increases stepwise, and the ratio of the length to the length of the protrusion 52 increases stepwise. Since the length of the projection 52 is the same in any pipe joint 11, the projection 52 becomes longer and thinner as the diameter becomes smaller, and becomes thicker and shorter as the diameter becomes larger.

大きさの異なる管継手11に備えられる止水材の厚みは同じである。 The thickness of the waterproof material provided for the pipe joints 11 having different sizes is the same.

以上の構成は、この発明を実施するための一形態の構成であって、この発明は前述の構成のみに限定されるものではなく、その他の構成を採用することもできる。 The above configuration is one configuration for carrying out the present invention, and the present invention is not limited to the configuration described above, and other configurations can be employed.

例えば管体13は、螺旋波付き管のほか、独立山タイプのものであってもよい。 For example, the tubular body 13 may be of the independent crest type as well as a helical wave tube.

11…管継手
12…ベルマウス
13…螺旋波付き管
21…雄ねじ部
22a…当接面
52…突部
53…雌ねじ部
55…当接板
55a…当接面
57…環状板部
57a…反転使用時当接面
58…リブ
59…止水材
71…地中箱
73…貫通穴
DESCRIPTION OF SYMBOLS 11... Pipe joint 12... Bell mouth 13... Spiral wave pipe 21... Male screw part 22a... Contact surface 52... Protrusion 53... Female screw part 55... Contact plate 55a... Contact surface 57... Annular plate part 57a... Reverse use Time contact surface 58 Rib 59 Water stop material 71 Underground box 73 Through hole

Claims (6)

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持つ当接板を有し、前記当接面よりも内周側で前記結合部よりも外周側の部位に前記貫通穴に侵入する突部を備えており、前記管体の内周面に結合する結合部を有するとともに、接続対象の前記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、
前記突部とは反対側の端に、前記当接板から間隔を隔てて外周方向に張り出す鍔状の環状板部が形成された
管継手。
It has a connecting part that connects to the outer peripheral surface of the tubular body, and has a contact plate that has a contact surface that contacts around the through hole to be connected, and is located on the inner peripheral side of the contact surface and from the connecting part. has a protrusion that penetrates into the through-hole at a portion on the outer peripheral side, has a connecting portion that joins to the inner peripheral surface of the tubular body, and has a contact surface that contacts the periphery of the through-hole to be connected A pipe joint that connects the tubular body to the through hole by sandwiching the periphery of the through hole in cooperation with a bell mouth having
A pipe joint in which a brim-shaped annular plate portion projecting in the outer peripheral direction at a distance from the contact plate is formed at the end opposite to the protrusion.
前記環状板部が、輪郭形状を円形とする円環状に形成された
請求項1に記載の管継手。
2. The pipe joint according to claim 1, wherein the annular plate portion is formed in an annular shape with a circular contour.
前記環状板部が、前記当接板の大きさに相応する大きさに形成された
請求項1または請求項2に記載の管継手。
3. The pipe joint according to claim 1, wherein said annular plate portion is formed to have a size corresponding to the size of said contact plate.
前記環状板部と前記当接板との間に、これらを連結するリブが形成された
請求項1から請求項3のうちいずれか一項に記載の管継手。
The pipe joint according to any one of claims 1 to 3, wherein a rib is formed between the annular plate portion and the contact plate to connect them.
前記結合部が、前記当接板と前記環状板部の間の部分に相当する範囲のみに形成された
請求項1から請求項4のうちいずれか一項に記載の管継手。
5. The pipe joint according to any one of claims 1 to 4, wherein the coupling portion is formed only in a range corresponding to a portion between the contact plate and the annular plate portion.
前記環状板部における前記当接面とは反対側の面に、止水材が備えられた
請求項1から請求項5のうちいずれか一項に記載の管継手。
The pipe joint according to any one of claims 1 to 5, wherein a surface of the annular plate portion opposite to the contact surface is provided with a water stop material.
JP2022018588A 2022-02-09 2022-02-09 pipe joint Pending JP2023116046A (en)

Priority Applications (1)

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JP2022018588A JP2023116046A (en) 2022-02-09 2022-02-09 pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2022018588A JP2023116046A (en) 2022-02-09 2022-02-09 pipe joint

Publications (1)

Publication Number Publication Date
JP2023116046A true JP2023116046A (en) 2023-08-22

Family

ID=87579611

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2022018588A Pending JP2023116046A (en) 2022-02-09 2022-02-09 pipe joint

Country Status (1)

Country Link
JP (1) JP2023116046A (en)

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