JP2017061838A - Piping structure, and connection member for use in the same - Google Patents

Piping structure, and connection member for use in the same Download PDF

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JP2017061838A
JP2017061838A JP2015189002A JP2015189002A JP2017061838A JP 2017061838 A JP2017061838 A JP 2017061838A JP 2015189002 A JP2015189002 A JP 2015189002A JP 2015189002 A JP2015189002 A JP 2015189002A JP 2017061838 A JP2017061838 A JP 2017061838A
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pipe
upstream
downstream
pipe end
joint
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JP6562799B2 (en
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岡本 晃
Akira Okamoto
晃 岡本
義教 渋谷
Yoshinori Shibuya
義教 渋谷
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Aron Kasei Co Ltd
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Aron Kasei Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a piping structure capable of coping with ground displacement, and a joint for use in the piping structure.SOLUTION: A joint 10A for a piping structure 1A includes a universal part 20, a flexible part 30, and a retainer 40. When ground is displaced by earthquakes and the like, the flexible part 30 is bent and displaced with respect to a branch pipe 90, and the universal part 20 and the retainer part 40 are turned to suppress stress concentration in such a manner as to interlock with the flexible part 30. Thus, the joint exerts the excellent effect of being capable of restraining piping from being broken due to ground displacement.SELECTED DRAWING: Figure 3

Description

本発明は、耐震性に優れた配管構造、及び該配管構造に用いられる連結部材に関する。   The present invention relates to a piping structure excellent in earthquake resistance and a connecting member used in the piping structure.

従来、ますから下水本管へ排水を案内する管路において、地震等によって地盤の変動が生じた際に該管路を構成する配管の接続部等が歪みによって破損して汚水が漏水してしまうことを抑制し得る耐震化を図った構成は既に知られている。   Conventionally, in the pipeline that guides drainage to the sewage main, when the ground changes due to an earthquake or the like, the connecting portion of the piping constituting the pipeline is damaged due to distortion and the sewage leaks. The structure which aimed at earthquake resistance which can suppress this is already known.

例えば特許文献1には、直管部の一端部に球面状に膨出成形された受口部を備えた管体と、該管体の受口部へ回動自在に挿入され、該受口部の内面形状と同形の外面形状を有するコアと、を備えた角度調整可能な合成樹脂管用自在継手が開示されている。かかる構成にあっては、例えば互いに高低差のある下水本管と公共マスとの間に管路を構築する場合に、配管と配管とを接続する部位で生じるわずかな接続誤差を、前記合成樹脂管用自在継手で吸収して適切に接続可能とすることができる。また、仮に地盤が変動して管体とコアとの接続部位に外力が作用した場合には、これに対応して継手が回動し、応力集中を緩和して破損等の問題を回避し得る。   For example, in Patent Document 1, a tube body having a receiving portion bulged and formed in a spherical shape at one end portion of a straight tube portion, and a receiving tube that is rotatably inserted into the receiving portion of the tube body. An angle adjustable synthetic resin pipe universal joint comprising a core having an outer surface shape that is the same shape as the inner surface shape of the portion is disclosed. In such a configuration, for example, when a pipeline is constructed between a sewage main pipe and a public mass having a difference in height, a slight connection error that occurs at a site where the pipes are connected to each other is caused by the synthetic resin. It can be absorbed appropriately by a universal joint for pipes and can be connected appropriately. Also, if the ground fluctuates and an external force is applied to the connection part between the tube and the core, the joint rotates correspondingly, and the stress concentration can be alleviated to avoid problems such as breakage. .

また、特許文献2には、硬質プラスチック製の分岐部材と、該分岐部材に取付けられる可撓性材料からなる継手部材とで構成された枝管継手が開示されている。かかる構成は、分岐部材の管軸と継手部材の管軸とが互いに平行移動するような地盤変動が生じても、継手部材がこれに追従して撓むことにより応力集中を緩和し、破損等の問題を回避することができる。   Patent Document 2 discloses a branch pipe joint that includes a branch member made of hard plastic and a joint member made of a flexible material attached to the branch member. In such a configuration, even if ground fluctuation occurs such that the pipe shaft of the branching member and the pipe shaft of the joint member are moved in parallel with each other, the joint member is flexed following the movement, thereby reducing stress concentration and causing damage, etc. The problem can be avoided.

実開昭62−146083号公報Japanese Utility Model Publication No. 62-146083 特開2001−26973号公報JP 2001-26973 A

しかしながら、上記特許文献1に開示されている合成樹脂管用自在継手にあっては、管体とコアとの間における管軸に対して交わる方向に外力が作用した場合には、歪みを吸収して応力集中を緩和することができない。このため、このような地盤変動には充分に対応することができないという問題がある。   However, in the synthetic resin pipe universal joint disclosed in Patent Document 1, when an external force acts in a direction intersecting the pipe axis between the pipe body and the core, the distortion is absorbed. Stress concentration cannot be relaxed. For this reason, there exists a problem that it cannot fully respond to such ground fluctuation.

また、上記特許文献2に開示されている継手部材にあって、分岐部材と継手部材との間で管軸の傾斜角度が変化するような地盤変動が発生した場合には、かかる継手部材が好適に追従することができず、破損を抑制できないという問題がある。   Further, in the joint member disclosed in the above-mentioned Patent Document 2, when a ground change occurs in which the inclination angle of the pipe shaft changes between the branch member and the joint member, such a joint member is preferable. There is a problem that it is not possible to follow the above and damage cannot be suppressed.

ところで、一度埋設した配管構造に対して、新たに耐震化を図る構造を適用することは配管を改めて掘り起こす必要があるため、手間やコストを考慮すると施工時にあらかじめ耐震化を図ることができる方策が望ましい。そこで、施工する際に、特許文献1と特許文献2とに開示された構成を組み合わせることで耐震化を図る構成が提案され得る。かかる構成は、図7に示すように、共用ます101と下水本管102とをつなぐ配管構造100にあって、共用ます101に隣接して可撓性の継手部材103が接続され、これに対して下水本管102に隣接して角度調整可能な継手104が接続される。しかしながら、このように特許文献1と特許文献2とに開示された各構成を単に組み合わせて適用しただけでは、各構成が独立して機能を果たすだけにとどまり、得られる耐震効果に限界があるという問題が生じる。   By the way, since it is necessary to dig up the pipe again to apply a new earthquake-resistant structure to the pipe structure once buried, there is a policy that can be made earthquake-proof beforehand at the time of construction considering the labor and cost desirable. Then, when constructing, the structure which makes earthquake resistance by combining the structure disclosed by patent document 1 and patent document 2 may be proposed. As shown in FIG. 7, this configuration is in a piping structure 100 that connects a common 101 and a sewage main pipe 102, and a flexible joint member 103 is connected adjacent to the common 101. Then, a joint 104 capable of adjusting the angle is connected adjacent to the sewage main pipe 102. However, if the components disclosed in Patent Document 1 and Patent Document 2 are simply combined and applied in this way, each component only functions independently, and the seismic effect obtained is limited. Problems arise.

そこで本発明は、地盤変動によって歪みが生じても好適にこれを吸収して配管が破損してしまうことを抑制できる、耐震効果の高い配管構造、及び該配管構造に用いられる継手を提供することを目的とする。   Therefore, the present invention provides a highly seismic-resistant piping structure that can suitably prevent the piping from being damaged even if distortion occurs due to ground fluctuation, and a joint used in the piping structure. With the goal.

本発明は、上流側に配された上流側配管と下流側に配された下流側配管との間に接続された状態で地中に埋設されて、前記上流側配管から流れる排水を下流側配管へ案内する継手を具備する配管構造であって、前記継手は、前記上流側配管の下流側管端部に上流側管端部が接続された管状の第1可動部と、前記第1可動部の下流側管端部に上流側管端部が接続され、前記下流側配管の上流側管端部に下流側管端部が接続された管状の第2可動部と、を備え、前記第1可動部は、該第1可動部の管軸が前記上流側配管の下流側管端部の管軸に対して少なくとも平行移動可能に該上流側配管に対して変位可能であり、前記第2可動部は、該第2可動部の管軸の一部が前記下流側配管の上流側管端部の管軸に対して傾斜可能に該下流側配管に対して変位可能であり、前記継手に外力が加わったときに、前記第1可動部及び前記第2可動部が連動して変位してなることを特徴とする配管構造である。   In the present invention, the drainage which is buried in the ground in a state where it is connected between the upstream pipe arranged on the upstream side and the downstream pipe arranged on the downstream side, flows from the upstream pipe to the downstream pipe. A pipe structure having a joint for guiding to the pipe, wherein the joint includes a tubular first movable part having an upstream pipe end connected to a downstream pipe end of the upstream pipe, and the first movable part A tubular second movable part having an upstream pipe end connected to the downstream pipe end and a downstream pipe end connected to the upstream pipe end of the downstream pipe, and The movable part is displaceable with respect to the upstream pipe so that the pipe axis of the first movable part can move at least in parallel with the pipe axis of the downstream pipe end of the upstream pipe, and the second movable part A portion of the pipe axis of the second movable part is tiltable with respect to the downstream pipe so as to be inclined with respect to the pipe axis of the upstream pipe end of the downstream pipe. A position capable, when the external force is applied to the joint, the first movable portion and the second movable portion is a pipe structure characterized by comprising displaced interlocked.

かかる構成にあっては、上流側配管と下流側配管との間に位置する継手が、上流側配管又は下流側配管に対して平行移動可能である可動部と傾斜可能である可動部とを有し、互いに異なる種類の変位機能を兼ね備えて各機能が連関しているため、地盤が変位した際に、当該配管構造に発生した歪みを効果的に吸収して応力集中を緩和することができる。ここで、前記第1可動部と前記第2可動部とは互いに隣接して接続されているため、仮に地盤変動が生じて前記継手に外力が作用した場合には、該第1可動部と該第2可動部とが連動して応力集中を緩和することができる。したがって、本発明は、第1可動部と第2可動部との相乗効果により、配管構造を構成する配管の破損を効果的に抑制することができる。   In such a configuration, the joint located between the upstream side pipe and the downstream side pipe has a movable part that can move parallel to the upstream side pipe or the downstream side pipe and a movable part that can tilt. However, since each function is associated with different types of displacement functions, when the ground is displaced, strain generated in the piping structure can be effectively absorbed and stress concentration can be reduced. Here, since the first movable part and the second movable part are connected adjacent to each other, if ground fluctuation occurs and an external force acts on the joint, the first movable part and the second movable part The stress concentration can be relaxed in conjunction with the second movable part. Therefore, this invention can suppress effectively the failure | damage of the piping which comprises a piping structure by the synergistic effect of a 1st movable part and a 2nd movable part.

さらに、前記第1可動部は、前記上流側配管に接続された管状の可撓部で構成され、前記第2可動部は、前記可撓部の下流側管端部に上流側管端部が接続された自在部と、該自在部の下流側管端部に上流側管端部が回動自在に接続され、前記下流側配管の上流側管端部に下流側管端部が接続された受け部とで構成され、前記受け部の上流側管端部には、球状内面を有する受口部が設けられており、前記自在部の下流側管端部には、前記受口部の球状内面に対応する球状外面を有する接続口部が設けられており、前記接続口部の球状外面と前記受口部の球状内面とが対向するようにして前記接続口部と前記受口部とが回動自在に嵌着されてなる構成が望ましい。   Further, the first movable part is constituted by a tubular flexible part connected to the upstream pipe, and the second movable part has an upstream pipe end on a downstream pipe end of the flexible part. An upstream pipe end is pivotally connected to the connected universal part, and a downstream pipe end of the universal part, and a downstream pipe end is connected to the upstream pipe end of the downstream pipe. A receiving portion having a spherical inner surface is provided at the upstream pipe end of the receiving portion, and the spherical portion of the receiving portion is provided at the downstream pipe end of the universal portion. A connecting port portion having a spherical outer surface corresponding to the inner surface is provided, and the connecting port portion and the receiving port portion are arranged such that the spherical outer surface of the connecting port portion faces the spherical inner surface of the receiving port portion. A configuration that is rotatably fitted is desirable.

かかる構成にあっては、前記第1可動部と前記第2可動部とを簡素な構造で構成することができ、地盤の変位に対して十分に対応できる配管構造を好適に提供することが可能となる。   In such a configuration, the first movable portion and the second movable portion can be configured with a simple structure, and a piping structure that can sufficiently cope with the displacement of the ground can be suitably provided. It becomes.

また、本発明は、前記可撓部が、管状の可撓性部材で構成され、前記自在部の上流側管端部が、管状のソケット体で構成された上記配管構造に用いられる連結部材であって、前記可撓性部材と前記ソケット体とからなり、前記可撓性部材の管軸と前記ソケット体の管軸とが一致した状態で該可撓性部材と該ソケット体とが連結されてなることを特徴とする連結部材である。   Moreover, this invention is a connection member used for the said piping structure by which the said flexible part was comprised with the tubular flexible member, and the upstream pipe end part of the said universal part was comprised with the tubular socket body. The flexible member and the socket body, and the flexible member and the socket body are connected in a state where the tube axis of the flexible member and the tube axis of the socket body coincide with each other. This is a connecting member.

かかる構成にあっては、第1可動部の構成要素である可撓性部材の管軸と、第2可動部の構成要素であるソケット体の管軸とを一致させた状態とすることができるため、仮に地盤変動が生じて前記継手に外力が作用した場合にも、該第1可動部と該第2可動部とを無駄なく円滑に連動させることができる。   In such a configuration, the tube axis of the flexible member, which is a component of the first movable part, and the tube axis of the socket body, which is a component of the second movable part, can be made to coincide with each other. Therefore, even if ground fluctuation occurs and an external force acts on the joint, the first movable portion and the second movable portion can be smoothly interlocked without waste.

本発明の配管構造は、地盤の変位により配管が破損してしまうことを抑制できる優れた効果がある。   The piping structure of the present invention has an excellent effect that can suppress the piping from being damaged by the displacement of the ground.

また、本発明の配管構造に用いられる連結部材は、第1可動部と第2可動部とを無駄なく円滑に連動させることができる優れた効果がある。   Moreover, the connection member used for the piping structure of this invention has the outstanding effect which can make a 1st movable part and a 2nd movable part interlock | cooperate smoothly without waste.

実施例1にかかる配管構造を示す概要図である。1 is a schematic diagram showing a piping structure according to Example 1. FIG. 実施例1にかかる継手の一部断面平面図である。1 is a partial cross-sectional plan view of a joint according to Example 1. FIG. 実施例1にかかる継手の使用状態を示す説明図である。It is explanatory drawing which shows the use condition of the coupling concerning Example 1. FIG. 実施例1にかかる継手の連結部材を示す縦断面図である。It is a longitudinal cross-sectional view which shows the connection member of the coupling concerning Example 1. FIG. 実施例2にかかる配管構造を示す概要図である。It is a schematic diagram which shows the piping structure concerning Example 2. 実施例3にかかる配管構造を示す概要図である。It is a schematic diagram which shows the piping structure concerning Example 3. 従来例を示す概要図である。It is a schematic diagram which shows a prior art example.

以下、本発明の配管構造、及び該配管構造に用いられる連結部材を具体化した実施例を詳細に説明する。なお、本発明は、下記に示す実施例に限定されることはなく、適宜設計変更が可能である。   Hereinafter, the embodiment which materialized the piping structure of the present invention and the connecting member used for the piping structure is described in detail. In addition, this invention is not limited to the Example shown below, A design change is possible suitably.

〔実施例1〕
図1に示すように、配管構造1Aは、ます91に集中した排水を下水本管80に案内するための配管により構成されている。具体的には、ます91及び該ます91に接続された枝管90を含む上流側配管2Aと、下水本管80を含む下流側配管3Aと、該上流側配管2Aと該下流側配管3Aとの間に配置された継手10Aと、を備えている。そして、前記上流側配管2Aが前記継手10Aより上流側に配置され、前記下流側配管3Aが前記継手10Aより下流側に配置された状態で前記継手10Aが地中に埋設されている。
[Example 1]
As shown in FIG. 1, the piping structure 1 </ b> A is configured by piping for guiding wastewater concentrated in 91 to the sewage main pipe 80. Specifically, the upstream pipe 2A including the main pipe 91 and the branch pipe 90 connected to the main pipe 91, the downstream pipe 3A including the sewage main pipe 80, the upstream pipe 2A, and the downstream pipe 3A And a joint 10A disposed between the two. The upstream pipe 2A is arranged upstream of the joint 10A, and the joint 10A is buried in the ground in a state where the downstream pipe 3A is arranged downstream of the joint 10A.

次に、前記継手10Aを図2に従って説明する。
前記継手10Aは、管状の可撓性部材60で構成された、第1可動部としての可撓部30を備えている。そして、該可撓部30の上流側管端部31が、前記上流側配管2Aである枝管90の下流側管端部91に接続されている。
Next, the joint 10A will be described with reference to FIG.
The joint 10 </ b> A includes a flexible portion 30 that is configured by a tubular flexible member 60 and serves as a first movable portion. And the upstream pipe end part 31 of this flexible part 30 is connected to the downstream pipe end part 91 of the branch pipe 90 which is the said upstream piping 2A.

なお、前記可撓部30の上流側管端部31の内周面には、凸段部35が周状に形成されており、前記枝管90の下流側管端部91の端縁が該凸段部35に突き当てられた状態で該枝管90と該可撓部30とが周知の固定手段により固定されている。   A convex step 35 is formed in a circumferential shape on the inner peripheral surface of the upstream pipe end 31 of the flexible part 30, and the edge of the downstream pipe end 91 of the branch pipe 90 is The branch pipe 90 and the flexible portion 30 are fixed by a well-known fixing means in a state of being abutted against the convex step portion 35.

一方、前記可撓部30の下流側管端部32は、該下流側管端部32の周囲にベルト体37が巻回された状態で、後述する自在部20の上流側管端部21に接続されている。   On the other hand, the downstream side pipe end 32 of the flexible part 30 is connected to the upstream side pipe end 21 of the free part 20 described later in a state where the belt body 37 is wound around the downstream side pipe end 32. It is connected.

なお、例えば可撓部30を構成する可撓性部材60は、合成ゴムからなる可撓性の合成樹脂で構成されることが望ましい。   For example, the flexible member 60 constituting the flexible portion 30 is preferably made of a flexible synthetic resin made of synthetic rubber.

ここで、前記可撓部30にあっては、接続される前記枝管90等の管材の端縁が侵入することなく中空となっている主要部39が設けられている。該主要部39は、該可撓部30の管軸方向に沿って伸縮自在であり、かつ該管軸方向に交わる方向に沿って変形することも可能であり、さらにねじれ方向にも変形自在となっている。すなわち、該主要部39は、枝管90等の非可撓性の部材によって阻害されることなく上記方向に弾性変形可能となっている。   Here, the flexible portion 30 is provided with a main portion 39 that is hollow without the end edge of the pipe material such as the branch pipe 90 to be connected entering. The main portion 39 can be expanded and contracted along the tube axis direction of the flexible portion 30, and can be deformed along a direction intersecting the tube axis direction, and further deformable in the twisting direction. It has become. That is, the main portion 39 can be elastically deformed in the above direction without being obstructed by an inflexible member such as the branch pipe 90.

また、前記継手10Aは、第2可動部を構成する、自在部20及び受け部40を備えている。   Further, the joint 10A includes a free portion 20 and a receiving portion 40 that constitute a second movable portion.

まず、前記自在部20は、可撓部30に対して相対的に硬質な管状部材で構成され、その上流側管端部21が、前記可撓部30の下流側管端部32に接続されている。具体的には、該可撓部30の下流側管端部32の内周面には凸段部36が周状に形成されており、該凸段部36に前記自在部20の上流側管端部21の端縁が突き当てられ、上述のようにベルト体37が巻回されて相互固定されている。   First, the universal portion 20 is formed of a tubular member that is relatively hard with respect to the flexible portion 30, and its upstream side pipe end portion 21 is connected to the downstream side pipe end portion 32 of the flexible portion 30. ing. Specifically, a convex step part 36 is formed in a circumferential shape on the inner peripheral surface of the downstream pipe end part 32 of the flexible part 30, and the upstream pipe of the universal part 20 is formed on the convex step part 36. The edge of the end 21 is abutted, and the belt body 37 is wound and fixed to each other as described above.

また、前記受け部40も自在部20と同質の管状部材で構成され、その上流側管端部41が、前記自在部20の下流側管端部22に接続されている。さらに、該受け部40の下流側管端部42が、前記下水本管80の側壁に形成された開口81で構成される下流側配管としての上流側管端部に接続されている。なお、前記受け部40の下流側管端部42の周面には、鞍形状のサドル部47が設けられており、該サドル部47が前記下水本管80の開口81周りに被着可能となっている。   Further, the receiving portion 40 is also formed of a tubular member of the same quality as the free portion 20, and its upstream side pipe end 41 is connected to the downstream side pipe end 22 of the free portion 20. Further, the downstream side pipe end portion 42 of the receiving portion 40 is connected to an upstream side pipe end portion as a downstream side pipe constituted by an opening 81 formed in the side wall of the sewage main pipe 80. A saddle-shaped saddle portion 47 is provided on the peripheral surface of the downstream pipe end portion 42 of the receiving portion 40, and the saddle portion 47 can be attached around the opening 81 of the sewage main pipe 80. It has become.

上述した自在部20及び受け部40を構成する部材は、前記可撓性部材60よりも相対的に硬質な合成樹脂材料で構成されることが望ましく、例えば塩化ビニル樹脂等の材料で構成されることが好適である。   The members constituting the above-described free part 20 and the receiving part 40 are preferably made of a synthetic resin material that is relatively harder than the flexible member 60, for example, a material such as vinyl chloride resin. Is preferred.

さらに、前記自在部20と前記受け部40とは、相互に回動可能に接続されている。さらに詳述すると、前記自在部20は、上流側に配されるほぼ直管形状のソケット体70と、該ソケット体70の下流側に接続されている接続口部24との二部材で構成されている。ここで、ソケット体70と接続口部24とは互いに接着剤で接続されている。また、該接続口部24は、球面形状からなる球状外面25が外周面に形成されている。   Furthermore, the said universal part 20 and the said receiving part 40 are connected so that rotation is mutually possible. More specifically, the universal portion 20 is composed of two members, a substantially straight pipe-shaped socket body 70 arranged on the upstream side and a connection port portion 24 connected to the downstream side of the socket body 70. ing. Here, the socket body 70 and the connection port portion 24 are connected to each other with an adhesive. Further, the connection port portion 24 has a spherical outer surface 25 having a spherical shape formed on the outer peripheral surface.

これに対し、前記受け部40の上流側管端部41には、球面形状からなる球状内面45が内周面に形成された受口部44が形成されている。そして、該受口部44の球状内面45は、前記接続口部24の球状外面25に対応する曲面形状となっている。   On the other hand, the upstream pipe end portion 41 of the receiving portion 40 is formed with a receiving portion 44 having a spherical inner surface 45 having a spherical shape formed on the inner peripheral surface. The spherical inner surface 45 of the receiving port 44 has a curved shape corresponding to the spherical outer surface 25 of the connection port 24.

かかる構成にあって、前記接続口部24の球状外面25と前記受口部44の球状内面45とが対向するようにして該接続口部24と該受口部44とが回動自在に嵌着されることにより、前記自在部20と前記受け部40とが、相互に回動可能に接続されている。   In this configuration, the connection port portion 24 and the receiving port portion 44 are rotatably fitted so that the spherical outer surface 25 of the connection port portion 24 and the spherical inner surface 45 of the receiving port portion 44 face each other. By being attached, the universal portion 20 and the receiving portion 40 are connected to each other so as to be rotatable.

これまでに述べた継手10Aは、図3に示すように、前記自在部20の接続口部24と前記受け部40の受口部44とが回動可能であるため、前記第2可動部の一部である前記自在部20と前記受け部40とが傾斜角度αの範囲内で傾斜自在となっている。このため、前記自在部20は、当該自在部20の管軸が前記下水本管80に設けられた開口81の中心軸(下流側配管の上流側管端部の管軸に対応する)に対して傾斜するように、該下水本管80に対して相対的に変位可能となっている。   As shown in FIG. 3, the joint 10 </ b> A described so far can rotate the connection port portion 24 of the universal portion 20 and the receiving portion 44 of the receiving portion 40. The universal part 20 and the receiving part 40 which are a part can be inclined within the range of the inclination angle α. For this reason, the universal part 20 has a tube axis of the universal part 20 with respect to the central axis of the opening 81 provided in the sewage main pipe 80 (corresponding to the pipe axis of the upstream pipe end of the downstream pipe). The sewage main pipe 80 can be displaced relatively so as to be inclined.

加えて、前記可撓部30の主要部39が可撓性を有することで変形自在であるため、図3に示すように、該可撓部30の管軸が前記枝管90における下流側管端部91の管軸に対して移動距離βの範囲で平行移動可能となっている。   In addition, since the main portion 39 of the flexible portion 30 is flexible and can be deformed, the tube axis of the flexible portion 30 is a downstream side pipe in the branch pipe 90 as shown in FIG. Parallel movement is possible within the range of the movement distance β with respect to the tube axis of the end portion 91.

さらに、該主要部39は、上述のように伸縮自在に弾性変形可能であるため、下水本管80と枝管90との離間距離も移動距離γの範囲で変動可能となっている。   Further, since the main portion 39 is elastically deformable so as to be stretchable as described above, the separation distance between the sewage main pipe 80 and the branch pipe 90 can be varied within the range of the movement distance γ.

さらにまた、該主要部39は、上述のようにねじれ方向にも弾性変形可能であるため、下水本管80と枝管90との間、あるいは枝管90と継手10Aとの間において、当該可撓部30の管軸を中心にしてねじれを許容する構造となっている。   Furthermore, since the main portion 39 can be elastically deformed in the torsional direction as described above, the main portion 39 can be connected between the sewer main pipe 80 and the branch pipe 90 or between the branch pipe 90 and the joint 10A. This structure allows torsion around the tube axis of the flexible portion 30.

これまでに述べた継手10Aを備える配管構造1Aは、該継手10Aが、枝管90又は下水本管80に対して平行移動可能である可動部と傾斜可能である可動部とを少なくとも有し、互いに異なる種類の変位機能を兼ね備えているため、仮に地盤が変位した際に、当該配管構造1Aに発生した歪みを効果的に吸収して応力集中を緩和し、破損を防止することができる。   The pipe structure 1A including the joint 10A described so far includes at least a movable part that can be translated with respect to the branch pipe 90 or the sewage main pipe 80 and a movable part that can be tilted. Since they have different types of displacement functions, when the ground is displaced, the strain generated in the piping structure 1A can be effectively absorbed, stress concentration can be reduced, and damage can be prevented.

さらに、前記継手10Aにあっては、第1可動部としての可撓部30と、第2可動部としての自在部20とが隣接して連続しているため、仮に地盤変動が生じて当該継手10Aに外力が作用した場合には、図3に示すように該可撓部30と該自在部20とが連動して変位し、応力集中を効果的に緩和することができる。換言すれば、かかる構成は、外力に対して瞬時に変形する可撓部30と、可動角度範囲が大きい自在部20とが隣接して連続しているため、各々の特性の違いによって、複雑な地盤変動の変位に対して適宜に可動して追従可能となる。また、継手10Aは、前記自在部20と前記受け部40との間の傾斜角度αに加えて、前記可撓部30の管軸が前記枝管90の管軸に対して移動距離βの範囲で平行移動可能である。このため、当該継手10Aの可動域は、自在部20の可動域に可撓部30の可動域を加えた範囲で無駄なくかつ効果的に拡張されている。したがって、本発明は、従来構成に比して配管の破損を飛躍的に抑制できる効果が得られる。   Further, in the joint 10A, since the flexible portion 30 as the first movable portion and the free portion 20 as the second movable portion are adjacent and continuous, the ground fluctuation temporarily occurs and the joint When an external force is applied to 10A, the flexible portion 30 and the free portion 20 are displaced in conjunction with each other as shown in FIG. 3, and the stress concentration can be effectively reduced. In other words, such a configuration is complicated by the difference in characteristics because the flexible portion 30 that instantly deforms with respect to external force and the flexible portion 20 with a large movable angle range are adjacent to each other. It is possible to follow the displacement of the ground movement by moving appropriately. Further, in the joint 10A, in addition to the inclination angle α between the free portion 20 and the receiving portion 40, the tube axis of the flexible portion 30 is in a range of the moving distance β with respect to the tube axis of the branch pipe 90. Can be translated in parallel. For this reason, the movable range of the joint 10 </ b> A is effectively and effectively expanded in a range in which the movable range of the flexible portion 30 is added to the movable range of the free portion 20. Therefore, according to the present invention, an effect that the breakage of the pipe can be remarkably suppressed as compared with the conventional configuration can be obtained.

なお、上記継手10Aは、図4に示すような連結部材50を有していてもよい。すなわち、該連結部材50は、前記可撓性部材60と前記ソケット体70とがあらかじめ接続されてなり、前記可撓性部材60の管軸と前記ソケット体70の管軸とが一致した状態となっている。このような連結部材50を用いて継手10Aを構築することにより、第1可動部の構成要素の一つである可撓性部材60の管軸と、第2可動部の構成要素の一つであるソケット体70の管軸とを一致させた状態を容易に実現することができるため、仮に地盤変動が生じて前記継手10Aに外力が作用した場合にも、該第1可動部と該第2可動部とを無駄なく円滑に連動させることができる。   The joint 10A may have a connecting member 50 as shown in FIG. That is, the connecting member 50 is configured such that the flexible member 60 and the socket body 70 are connected in advance, and the tube axis of the flexible member 60 and the tube axis of the socket body 70 coincide with each other. It has become. By constructing the joint 10A using such a connecting member 50, the tube shaft of the flexible member 60, which is one of the constituent elements of the first movable part, and one of the constituent elements of the second movable part. Since it is possible to easily realize a state in which the pipe axis of a certain socket body 70 is matched, even if ground fluctuation occurs and an external force acts on the joint 10A, the first movable portion and the second movable portion 70 The movable part can be smoothly linked without waste.

〔実施例2〕
実施例2の配管構造1Bを図5に従って説明する。なお、実施例1と同様の構成を有するものは同じ符号を付し、説明を省略する。
[Example 2]
The piping structure 1B of Example 2 will be described with reference to FIG. In addition, what has the structure similar to Example 1 attaches | subjects the same code | symbol, and abbreviate | omits description.

前記配管構造1Bは、ます91及び該ます91に取り付けられた枝管90を備えた上流側配管2Bと、下水本管80を含む下流側配管3Bと、を備えている。   The piping structure 1 </ b> B includes an upstream pipe 2 </ b> B including a main pipe 91 and a branch pipe 90 attached to the main pipe 91, and a downstream pipe 3 </ b> B including a sewage main pipe 80.

そして、前記上流側配管2Bと前記下流側配管3Bとの間に、継手10Bが接続されている。   A joint 10B is connected between the upstream pipe 2B and the downstream pipe 3B.

ここで本実施例にあっては、前記継手10Bが、前記上流側配管2Bである枝管90の下流側管端部92の管軸と、前記下水本管80に取り付けられた分岐管継手93の管軸とが交差する位置に配置されている。   Here, in the present embodiment, the joint 10B includes the branch pipe joint 93 attached to the pipe shaft of the downstream pipe end portion 92 of the branch pipe 90 which is the upstream pipe 2B and the sewage main pipe 80. It is arrange | positioned in the position which intersects with the tube axis.

かかる構成にあっても、配管構造1Bに該継手10Bが配設されているために、該上流側配管2Bと前記下流側配管3Bとの間に発生する地盤の変位による応力集中を好適に緩和して配管の破損を抑制することができる。   Even in such a configuration, since the joint 10B is disposed in the pipe structure 1B, stress concentration due to the displacement of the ground generated between the upstream pipe 2B and the downstream pipe 3B is preferably alleviated. Thus, damage to the piping can be suppressed.

〔実施例3〕
実施例3の配管構造1Cを図6に従って説明する。なお、実施例1,2と同様の構成を有するものは同じ符号を付し、説明を省略する。
Example 3
A piping structure 1C of Example 3 will be described with reference to FIG. In addition, what has the structure similar to Example 1, 2 attaches | subjects the same code | symbol, and abbreviate | omits description.

継手10Cを具備する前記配管構造1Cは、ます91及び該ます91に取り付けられた枝管90を備えた上流側配管2Cと、下水本管80に取り付けられた分岐管継手93を含む下流側配管3Cと、を備えている。   The piping structure 1C including the joint 10C includes an upstream pipe 2C including the main pipe 91 and the branch pipe 90 attached to the main pipe 91, and a downstream pipe including the branch pipe joint 93 attached to the sewage main pipe 80. 3C.

そして、前記上流側配管2Cと前記下流側配管3Cとの間に継手10Cが接続された状態で地中に埋設されている。   And it is embed | buried in the ground in the state in which the coupling 10C was connected between the said upstream piping 2C and the said downstream piping 3C.

また、本実施例の継手10Cにおける受け部40には、下流に向かって差し出されたストレート管部48が形成されている。そして、かかるストレート管部48の下端に対応する下流側管端部42には、エルボ管49が接続され、全体として配管構造1Cが構成されている。   Moreover, the straight pipe part 48 extended toward the downstream is formed in the receiving part 40 in 10 C of couplings of a present Example. And the elbow pipe 49 is connected to the downstream pipe end part 42 corresponding to the lower end of this straight pipe part 48, and the piping structure 1C is comprised as a whole.

かかる構成にあっては、前記継手10Cが前記ます91にほぼ隣接して取り付けられている。このような配置態様であっても、地盤変動があった場合には前記上流側配管2Cと前記下流側配管3Cとの間に発生する応力集中を好適に緩和して破損を抑制することができる。   In such a configuration, the joint 10 </ b> C is attached substantially adjacent to the trough 91. Even in such an arrangement mode, when there is a ground change, it is possible to suitably relieve the stress concentration generated between the upstream side pipe 2C and the downstream side pipe 3C and suppress breakage. .

これまでに述べた配管構造1A〜1C、及び継手10A〜10Cの各部の寸法形状は適宜自由に選択可能である。   The dimensions and shapes of the respective parts of the piping structures 1A to 1C and the joints 10A to 10C described so far can be freely selected as appropriate.

また、各部材同士を固定する手段や施工方法は、上記実施例に記載された構成に限定されるものではなく、周知の技術が好適に採用されてもよい。   Moreover, the means and construction method which fix each member are not limited to the structure described in the said Example, A well-known technique may be employ | adopted suitably.

1A,1B,1C 配管構造
2A,2B,2C 上流側配管
3A,3B,3C 下流側配管
10A,10B,10C 継手
20 自在部(第2可動部)
21 上流側管端部
22 下流側管端部
24 接続口部
25 球状外面
30 可撓部(第1可動部)
31 上流側管端部
32 下流側管端部
40 受け部(第2可動部)
41 上流側管端部
42 下流側管端部
44 受口部
45 球状内面
50 連結部材
60 可撓性部材
70 ソケット体
1A, 1B, 1C Piping structure 2A, 2B, 2C Upstream piping 3A, 3B, 3C Downstream piping 10A, 10B, 10C Joint 20 Free part (second movable part)
21 upstream pipe end 22 downstream pipe end 24 connection port 25 spherical outer surface 30 flexible part (first movable part)
31 upstream pipe end 32 downstream pipe end 40 receiving part (second movable part)
41 Upstream pipe end 42 Downstream pipe end 44 Receiving part 45 Spherical inner surface 50 Connecting member 60 Flexible member 70 Socket body

Claims (3)

上流側に配された上流側配管と下流側に配された下流側配管との間に接続された状態で地中に埋設されて、前記上流側配管から流れる排水を下流側配管へ案内する継手を具備する配管構造であって、
前記継手は、
前記上流側配管の下流側管端部に上流側管端部が接続された管状の第1可動部と、
前記第1可動部の下流側管端部に上流側管端部が接続され、前記下流側配管の上流側管端部に下流側管端部が接続された管状の第2可動部と、
を備え、
前記第1可動部は、該第1可動部の管軸が前記上流側配管の下流側管端部の管軸に対して少なくとも平行移動可能に該上流側配管に対して変位可能であり、
前記第2可動部は、該第2可動部の管軸の一部が前記下流側配管の上流側管端部の管軸に対して傾斜可能に該下流側配管に対して変位可能であり、
前記継手に外力が加わったときに、前記第1可動部及び前記第2可動部が連動して変位してなる
ことを特徴とする配管構造 。
A joint that is buried in the ground while being connected between an upstream pipe arranged on the upstream side and a downstream pipe arranged on the downstream side, and guides the drainage flowing from the upstream pipe to the downstream pipe. A piping structure comprising:
The joint is
A tubular first movable part having an upstream pipe end connected to a downstream pipe end of the upstream pipe;
A tubular second movable part in which an upstream pipe end is connected to the downstream pipe end of the first movable part, and a downstream pipe end is connected to the upstream pipe end of the downstream pipe;
With
The first movable part is displaceable with respect to the upstream pipe so that the pipe axis of the first movable part is at least parallel to the pipe axis of the downstream pipe end of the upstream pipe,
The second movable part is displaceable with respect to the downstream pipe so that a part of the pipe axis of the second movable part can be inclined with respect to the pipe axis of the upstream pipe end of the downstream pipe,
A piping structure characterized in that when an external force is applied to the joint, the first movable portion and the second movable portion are displaced in conjunction with each other.
前記第1可動部は、前記上流側配管に接続された管状の可撓部で構成され、
前記第2可動部は、
前記可撓部の下流側管端部に上流側管端部が接続された自在部と、
該自在部の下流側管端部に上流側管端部が回動自在に接続され、前記下流側配管の上流側管端部に下流側管端部が接続された受け部と
で構成され、
前記受け部の上流側管端部には、球状内面を有する受口部が設けられており、
前記自在部の下流側管端部には、前記受口部の球状内面に対応する球状外面を有する接続口部 が設けられており、
前記接続口部の球状外面と前記受口部の球状内面とが対向するようにして前記接続口部と前記受口部とが回動自在に嵌着されてなる
請求項1に記載の配管構造 。
The first movable part is composed of a tubular flexible part connected to the upstream pipe,
The second movable part is
A free part having an upstream pipe end connected to a downstream pipe end of the flexible part;
An upstream pipe end is pivotally connected to the downstream pipe end of the universal part, and a receiving part is connected to the downstream pipe end of the downstream pipe.
The upstream pipe end of the receiving part is provided with a receiving part having a spherical inner surface,
A connection port portion having a spherical outer surface corresponding to the spherical inner surface of the receiving portion is provided at the downstream pipe end of the universal portion,
The piping structure according to claim 1, wherein the connection port portion and the receiving portion are rotatably fitted such that the spherical outer surface of the connection port portion and the spherical inner surface of the receiving portion face each other. .
前記可撓部が、管状の可撓性部材で構成され、前記自在部の上流側管端部が、管状のソケット体で構成された請求項2に記載の配管構造に用いられる連結部材であって、
前記可撓性部材と前記ソケット体とからなり、
前記可撓性部材の管軸と前記ソケット体の管軸とが一致した状態で該可撓性部材と該ソケット体とが連結されてなることを特徴とする連結部材 。
The connecting member used in the piping structure according to claim 2, wherein the flexible part is formed of a tubular flexible member, and the upstream pipe end of the flexible part is formed of a tubular socket body. And
Consisting of the flexible member and the socket body,
A connecting member, wherein the flexible member and the socket body are connected in a state in which the tube axis of the flexible member and the tube axis of the socket body coincide with each other.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018161426A (en) * 2017-03-27 2018-10-18 株式会社大一商会 Game machine
CN113108147A (en) * 2021-04-08 2021-07-13 广汉市恒鑫管材厂 PE pipe based on polyethylene pipe swing joint

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5380827U (en) * 1976-12-07 1978-07-05
JP2001026973A (en) * 1999-07-16 2001-01-30 Aron Kasei Co Ltd Branch pipe joint for sewerage
JP2004239410A (en) * 2003-02-07 2004-08-26 Mitsubishi Plastics Ind Ltd Earthquakeproof joint
JP2006029018A (en) * 2004-07-21 2006-02-02 Mitsubishi Plastics Ind Ltd Flexible manhole joint for inside subpipe connection
KR100884554B1 (en) * 2008-10-31 2009-02-19 영동공업 주식회사 Earthquake-proof and flexible joint
JP2009052304A (en) * 2007-08-28 2009-03-12 Sekisui Chem Co Ltd Connection structure of storage and infiltration unit
JP2011017212A (en) * 2009-07-10 2011-01-27 Aron Kasei Co Ltd Rainwater tank branch pipe
US20120280487A1 (en) * 2011-05-04 2012-11-08 Thomas & Betts International, Inc. Non-metallic expansion/deflection coupling modules

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5380827U (en) * 1976-12-07 1978-07-05
JP2001026973A (en) * 1999-07-16 2001-01-30 Aron Kasei Co Ltd Branch pipe joint for sewerage
JP2004239410A (en) * 2003-02-07 2004-08-26 Mitsubishi Plastics Ind Ltd Earthquakeproof joint
JP2006029018A (en) * 2004-07-21 2006-02-02 Mitsubishi Plastics Ind Ltd Flexible manhole joint for inside subpipe connection
JP2009052304A (en) * 2007-08-28 2009-03-12 Sekisui Chem Co Ltd Connection structure of storage and infiltration unit
KR100884554B1 (en) * 2008-10-31 2009-02-19 영동공업 주식회사 Earthquake-proof and flexible joint
JP2011017212A (en) * 2009-07-10 2011-01-27 Aron Kasei Co Ltd Rainwater tank branch pipe
US20120280487A1 (en) * 2011-05-04 2012-11-08 Thomas & Betts International, Inc. Non-metallic expansion/deflection coupling modules

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018161426A (en) * 2017-03-27 2018-10-18 株式会社大一商会 Game machine
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