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JP7543500B2 - Pipe connection part has a structure to prevent separation - Google Patents
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JP7543500B2 - Pipe connection part has a structure to prevent separation - Google Patents

Pipe connection part has a structure to prevent separation Download PDF

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JP7543500B2
JP7543500B2 JP2023126341A JP2023126341A JP7543500B2 JP 7543500 B2 JP7543500 B2 JP 7543500B2 JP 2023126341 A JP2023126341 A JP 2023126341A JP 2023126341 A JP2023126341 A JP 2023126341A JP 7543500 B2 JP7543500 B2 JP 7543500B2
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pipe
abutment
receiving port
seal
separation
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JP2023145677A5 (en
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充弘 森
大介 酒井
芳宏 熊木
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CITY OF KOBE
Waterworks Technology Development Organization Co Ltd
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Waterworks Technology Development Organization Co Ltd
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Description

本発明は、一方の管部の挿口と他方の管部の受口との嵌合接続部を密封状態で囲繞する分割構造の継ぎ輪が前記両管部に亘って外装され、前記継ぎ輪と他方の前記管部の受口側との管軸芯方向で相対向する部位には、前記受口と前記継ぎ輪との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段が設けられている管接続部の離脱防止構造に関する。 The present invention relates to a structure for preventing separation of a pipe connection, in which a joint ring of a split structure that surrounds in a sealed state the fitting connection between the insertion port of one pipe section and the receiving port of the other pipe section is fitted over both pipe sections, and a separation movement prevention means is provided at the portion that faces the joint ring and the receiving port of the other pipe section in the pipe axial direction to prevent the relative separation movement between the receiving port and the joint ring beyond a certain level.

上述の管接続部の離脱防止構造として、特許文献1に示す管取付け構造が存在する。この管取付け構造では、一方の管部の挿口と他方の管部の受口との嵌合接続部がK形のメカニカル継手から構成されている。このメカニカル継手は、挿口の外周面と受口のテーパー状の内周面との間にゴム輪等のシール材を装着し、このシール材を管軸芯方向から押圧可能な押圧部を備えた押輪のフランジ部と受口のフランジ部とをボルト・ナットで締め付け連結する。この締め付け連結により、受口のフランジ部に引き寄せ固定される押輪の押圧部でシール材が水密状態に圧縮され、その水密状態が維持される。 The pipe attachment structure shown in Patent Document 1 is an example of a structure for preventing the above-mentioned pipe connection from coming loose. In this pipe attachment structure, the fitting connection between the insertion port of one pipe section and the receiving port of the other pipe section is composed of a K-shaped mechanical joint. In this mechanical joint, a sealant such as a rubber ring is attached between the outer peripheral surface of the insertion port and the tapered inner peripheral surface of the receiving port, and the flange portion of the pressing ring, which has a pressing portion that can press the sealant from the axial direction of the pipe, and the flange portion of the receiving port are tightened and connected with bolts and nuts. This tightening connection compresses the sealant into a watertight state by the pressing portion of the pressing ring, which is pulled and fixed to the flange portion of the receiving port, and maintains that watertight state.

また、嵌合接続部であるメカニカル継手を密封状態で囲繞する分割構造の継ぎ輪は、受口よりも大径の円筒状の周壁部と、周壁部の管軸芯方向両端から径方向内方に一体的に延設される円環状の側壁部と、各側壁部の内径側端部から管軸芯方向に沿って外方に一体的に延設される管支持部と、を主要構成として備えている。
継ぎ輪の両管支持部の内周面には、両管部の外周面との間を密封するシール材が装着されたシール部が設けられている。
In addition, the connecting ring of a split structure that surrounds the mechanical joint, which is the mating connection part, in a sealed state has as its main components a cylindrical peripheral wall portion having a larger diameter than the receiving port, annular side wall portions extending radially inwardly from both ends of the peripheral wall portion in the pipe axial direction, and pipe support portions extending integrally outwardly along the pipe axial direction from the inner diameter side ends of each side wall portion.
The inner peripheral surfaces of both pipe support parts of the collar are provided with seal parts fitted with a seal material that seals between the inner peripheral surfaces of both pipe parts.

離脱移動阻止手段は、受口側となる継ぎ輪の他端側の管支持部の内径を、受口のテーパー部の最大外径よりも小径に形成し、挿口と受口との離脱時に、継ぎ輪の他端側の管支持部が受口のテーパー部に管軸芯方向から当接して、それ以上の離脱移動を阻止するように構成されている。 The separation movement prevention means is configured so that the inner diameter of the pipe support part on the other end side of the joint ring, which is the receiving port side, is smaller than the maximum outer diameter of the tapered part of the receiving port, and when the insertion port and the receiving port are separated, the pipe support part on the other end side of the joint ring abuts against the tapered part of the receiving port from the tube axis direction, preventing further separation movement.

また、継ぎ輪内に位置する挿口の外周面には、当該外周面に食い込む係止部材を備えた分割構造の離脱規制部が挟持固定され、この離脱規制部の外径を、挿口側となる継ぎ輪の一端側の管支持部の内径よりも大径に形成し、挿口と受口との離脱時に、挿口に挟持固定されている離脱規制部が継ぎ輪の一端側の管支持部に管軸芯方向から当接して、それ以上の離脱移動を阻止するように構成されている。 A separation prevention part with a split structure having a locking member that bites into the outer peripheral surface is clamped and fixed to the outer peripheral surface of the insertion port located inside the joint ring, and the outer diameter of this separation prevention part is formed to be larger than the inner diameter of the pipe support part on one end side of the joint ring that is the insertion port side, so that when the insertion port and the receiving port are separated, the separation prevention part clamped and fixed to the insertion port abuts against the pipe support part on one end side of the joint ring from the pipe axis center direction, preventing further separation movement.

特開2016-138637号公報JP 2016-138637 A

特許文献1に示す管取付け構造では、挿口と受口との離脱時に、挿口に挟持固定されている離脱規制部が継ぎ輪の一端側の管支持部に管軸芯方向から当接するだけであり、挿口と継ぎ輪の一端側の管支持部との屈曲を規制する機能は有しない。そのため、挿口と受口とが離脱したとき、挿口と継ぎ輪の一端側の管支持部とが大きく屈曲し、継ぎ輪の一端側の管支持部の内周面に設けられているシール部の周方向での密封性が局部的に低下し、その密封性が低下した部位から流体の漏洩が発生する不都合がある。 In the pipe attachment structure shown in Patent Document 1, when the insertion port and the receiving port are separated, the separation prevention part clamped and fixed to the insertion port only contacts the pipe support part on one end of the collar from the pipe axial direction, and does not have the function of preventing bending between the insertion port and the pipe support part on one end of the collar. Therefore, when the insertion port and the receiving port are separated, the insertion port and the pipe support part on one end of the collar bend significantly, causing a localized decrease in the circumferential sealing ability of the seal part provided on the inner surface of the pipe support part on one end of the collar, resulting in the inconvenience of fluid leakage from the area where the sealing ability has decreased.

この実情に鑑み、本発明の主たる課題は、挿口と受口との離脱時に、それ以上の離脱移動を確実に規制しながらも、挿口と継ぎ輪の一端側の管支持部との屈曲状態を適正な範囲に維持して、シール部の周方向での局部的な密封低下に起因する流体の漏洩を抑制することのできる管接続部の離脱防止構造を提供する点にある。 In view of this situation, the main objective of the present invention is to provide a structure for preventing separation of a pipe connection that can reliably restrict further separation movement when the insertion port and the receiving port are separated, while maintaining the bending state between the insertion port and the pipe support portion on one end of the joint ring within an appropriate range, thereby suppressing fluid leakage caused by localized deterioration of the sealing ability in the circumferential direction of the seal portion.

本発明による第1特徴構成は、一方の管部の挿口と他方の管部の受口との嵌合接続部を密封状態で囲繞する分割構造の継ぎ輪が前記両管部に亘って外装され、前記継ぎ輪と他方の前記管部の受口側との管軸芯方向で相対向する部位には、前記受口と前記継ぎ輪との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段が設けられている管接続部の離脱防止構造であって、
一方の前記管部には、これに外装支持されている前記継ぎ輪の管軸芯方向の一端側の管支持部に固定連結される連結部と、前記継ぎ輪の一端側の管支持部に対する前記挿口の離脱移動に連れて前記挿口の外周面との間での抜止め抵抗が増大する抜止部とを備えた分割構造の補強固定手段が設けられている点にある。
A first characteristic feature of the present invention is a separation prevention structure for pipe connection parts, in which a joint ring of a split structure surrounding in a sealed state a fitting connection part between an insertion port of one pipe part and a receiving port of the other pipe part is fitted over both pipe parts, and a separation movement prevention means is provided at a portion facing the joint ring and the receiving port side of the other pipe part in the pipe axial direction for abutting against the receiving port and the joint ring to prevent relative separation movement between the receiving port and the joint ring beyond a certain level,
One of the pipe sections is provided with a reinforcing and fixing means of a split structure which includes a connecting section which is fixedly connected to the pipe support section at one end in the pipe axial direction of the joint ring which is externally supported by the connecting section, and a pull-out prevention section which increases in resistance to pull-out between the connecting section and the outer peripheral surface of the insertion hole as the insertion hole moves away from the pipe support section at one end of the joint ring.

上記構成によれば、挿口と受口との嵌合接続部に地震や不同沈下等に起因する離脱力が作用したとき、他方の管部の受口側と継ぎ輪との間においては、それらの管軸芯方向で相対向する部位に設けた離脱移動阻止手段により、他方の管部の受口と継ぎ輪との一定以上の相対離脱移動を当接阻止することができる。
また、一方の管部の挿口と継ぎ輪との間においては、挿口に設けた分割構造の補強固定手段の連結部が継ぎ輪の一端側の管支持部に固定連結されている。さらに、補強固定手段の抜止部は、継ぎ輪の一端側の管支持部に対する挿口の離脱移動に連れて当該挿口の外周面との間での抜止め抵抗が増大するので、全体として、一方の管部の挿口と継ぎ輪の一端側の管支持部とが補強固定手段を介して一体的に強固に固定連結される。
これにより、挿口と受口とが離脱しても、継ぎ輪の他端側の管支持部に対する受口の抜け出し移動、及び継ぎ輪の一端側の管支持部に対する挿口の抜け出し移動をそれぞれ強固に阻止することができる。
According to the above configuration, when a separation force due to an earthquake, uneven subsidence, etc. acts on the fitting connection between the insertion port and the receiving port, the separation movement prevention means provided at opposing positions in the pipe axial direction between the receiving port side of the other pipe part and the connecting ring can abut and prevent relative separation movement between the receiving port of the other pipe part and the connecting ring beyond a certain level.
Between the insertion hole of one of the pipe sections and the joint ring, a connecting portion of the reinforcing means having a split structure provided at the insertion hole is fixedly connected to the pipe support portion at one end of the joint ring. Furthermore, the anti-pullout resistance of the anti-pullout portion of the reinforcing means increases between the outer circumferential surface of the insertion hole as the insertion hole moves away from the pipe support portion at one end of the joint ring. Therefore, as a whole, the insertion hole of one of the pipe sections and the pipe support portion at one end of the joint ring are firmly fixedly connected as one body via the reinforcing means.
This makes it possible to firmly prevent the receiving port from moving out of the pipe support portion on the other end of the collar, and the insertion port from moving out of the pipe support portion on one end of the collar, even if the insertion port and the receiving port become separated.

しかも、継ぎ輪の一端側の管支持部と補強固定手段の抜止部とにより、管部の挿口における管軸芯方向に間隔をおいた二箇所を支持するので、挿口と受口とが離脱したとき、挿口と継ぎ輪の一端側の管支持部との屈曲を抑制することができる。 In addition, the pipe support part on one end of the joint ring and the anti-removal part of the reinforcing fixing means support the insertion port of the pipe at two points spaced apart in the pipe axial direction, so that when the insertion port and the receiving port separate, bending of the insertion port and the pipe support part on one end of the joint ring can be suppressed.

したがって、挿口と受口との離脱時に、それ以上の離脱移動を離脱移動阻止手段及び補強固定手段との協働で確実に規制しながらも、挿口と継ぎ輪の一端側の管支持部との屈曲状態を適正な範囲に維持して、シール部の周方向での局部的な密封低下に起因する流体の漏洩を抑制することができる。 As a result, when the insertion port and the receiving port are separated, the separation prevention means and the reinforcing and fixing means work together to reliably restrict further separation movement, while maintaining the bending state between the insertion port and the pipe support part on one end side of the joint ring within an appropriate range, thereby suppressing fluid leakage caused by localized deterioration in sealing in the circumferential direction of the seal part.

本発明による第2特徴構成は、前記離脱移動阻止手段は、前記継ぎ輪の管軸芯方向の他端側の管支持部の内周面側で、且つ、他方の管部の外周面との間を密封するシール部よりも前記継ぎ輪の管軸芯方向中央側に偏位した部位に形成された前記受口の外周面と当接可能な離脱阻止部から構成されている点にある。 The second characteristic feature of the present invention is that the separation prevention means is composed of a separation prevention part that can come into contact with the outer circumferential surface of the receiving port, which is formed on the inner circumferential surface of the pipe support part on the other end side of the pipe axis direction of the joint ring, and at a location that is offset toward the center of the pipe axis direction of the joint ring from the seal part that seals between the outer circumferential surface of the other pipe part.

上記構成によれば、挿口と受口との嵌合接続部に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪の他端側の管支持部の内周面側に形成された離脱阻止部が受口の外周面と当接して、それ以上の両者の離脱移動を阻止することができる。
このとき、継ぎ輪の離脱阻止部が受口の外周面のテーパー部分に当接すると、分割構造の継ぎ輪の分割面を押し開く力が発生する。しかし、本発明では、継ぎ輪の離脱阻止部がシール部よりも継ぎ輪の管軸芯方向中央側に偏位した部位に形成されているため、その偏位代の分だけ押し開き力が小さくなり、継ぎ輪の分割面の押し開きに伴うシール部の密封性低下による流体の漏洩発生を抑制することができる。
According to the above configuration, when a separation force due to an earthquake, uneven subsidence, etc. acts on the fitting connection between the insertion port and the receiving port, the separation prevention portion formed on the inner surface of the pipe support portion on the other end of the coupling ring abuts against the outer surface of the receiving port, preventing further separation between the two.
In this case, when the separation prevention portion of the collar abuts against the tapered portion of the outer circumferential surface of the receiving port, a force is generated to push open the split surfaces of the collar of the split structure. However, in the present invention, the separation prevention portion of the collar is formed at a position offset toward the center of the collar in the pipe axis direction from the seal portion, so the push-open force is reduced by the offset amount, and it is possible to suppress the occurrence of fluid leakage due to a decrease in the sealing performance of the seal portion caused by the split surfaces of the collar being pushed open.

さらに、挿口と受口とが離脱して、継ぎ輪の他端側の管支持部と他方の管部の受口とが屈曲する際、他端側の管支持部に設けたシール部と、それから継ぎ輪の管軸芯方向中央側に偏位する離脱阻止部との二点で受口側の管部を支持することになるので、両者の屈曲を抑制することができる。これにより、受口側の管部と継ぎ輪の他端側の管支持部との屈曲状態を適正な範囲に維持して、シール部の周方向での局部的な密封性低下に起因する流体の漏洩を抑制することができる。 Furthermore, when the insertion port and the receiving port separate and the pipe support part on the other end of the collar and the receiving port of the other pipe part bend, the pipe part on the receiving port side is supported at two points: the seal part on the pipe support part on the other end side and the separation prevention part that is displaced from it toward the center of the pipe axis of the collar, so bending of both can be suppressed. This keeps the bending state of the pipe part on the receiving port side and the pipe support part on the other end side of the collar within an appropriate range, suppressing fluid leakage caused by localized deterioration in sealing ability in the circumferential direction of the seal part.

本発明による第3特徴構成は、前記離脱移動阻止手段は、前記継ぎ輪の管軸芯方向他端側の側壁部の内面に形成された当接面と、これに管軸芯方向で相対向する状態で前記受口側に固定された当接部材とからなり、前記継ぎ輪の前記当接面と前記当接部材の当接面とが、管軸芯に対して直交する直交面に形成されている点にある。 The third characteristic feature of the present invention is that the separation prevention means comprises an abutment surface formed on the inner surface of the side wall portion on the other end side of the joint ring in the pipe axis direction and an abutment member fixed to the receiving port side in a state facing the abutment surface in the pipe axis direction, and the abutment surface of the joint ring and the abutment surface of the abutment member are formed in an orthogonal plane perpendicular to the pipe axis.

上記構成によれば、挿口と受口との嵌合接続部に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪の他端側の側壁部の内面に形成された当接面と受口側に固定された当接部材とが管軸芯方向から当接して、それ以上の受口側の管部と継ぎ輪との離脱移動が阻止される。このとき、継ぎ輪の当接面と受口側の当接部材の当接面とが管軸芯に対して直交する直交面に形成されているため、継ぎ輪の当接面と当接部材の当接面とが直交方向に沿った面当たり状態となる。これにより、離脱力を確実に受け止めて離脱阻止効果を向上することができるとともに、当接時に継ぎ輪に作用する分割接合部の押し開き力が小さくなり、継ぎ輪の分割接合部での密封性低下を抑制することができる。 According to the above configuration, when a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection between the insertion port and the receiving port, the abutment surface formed on the inner surface of the side wall portion at the other end of the collar and the abutment member fixed to the receiving port side abut from the pipe axis center, preventing further separation movement between the pipe part on the receiving port side and the collar. At this time, since the abutment surface of the collar and the abutment surface of the abutment member on the receiving port side are formed on an orthogonal plane perpendicular to the pipe axis center, the abutment surface of the collar and the abutment surface of the abutment member are in a surface contact state along the orthogonal direction. This makes it possible to reliably receive the separation force and improve the separation prevention effect, and also reduces the pushing-opening force of the split joint acting on the collar when abutting, suppressing a decrease in the sealing performance at the split joint of the collar.

本発明による第4特徴構成は、前記離脱阻止部の当接位置から前記シール部のシール保持溝までの距離は、前記継ぎ輪の一端側の管支持部の内周面において、一方の前記管部の外周面との間を密封するシール部のシール保持溝の両区画壁のうち、内方側の区画壁における管軸芯方向の厚み寸法よりも大に構成されている点にある。 The fourth characteristic feature of the present invention is that the distance from the abutment position of the separation prevention part to the seal retaining groove of the seal part is configured to be greater than the thickness dimension in the pipe axial direction of the inner partition wall of the seal retaining groove of the seal part that seals between the inner circumferential surface of the pipe support part on one end side of the joint ring and the outer circumferential surface of one of the pipe parts.

上記構成によれば、継ぎ輪の離脱阻止部の当接位置からシール部のシール保持溝までの距離に相当する厚み寸法が、継ぎ輪の一端側の管支持部におけるシール保持溝の内方側の区画壁の厚み寸法よりも大に構成されているので、受口の外周面に当接する離脱阻止部を頑丈に構成することができる。しかも、継ぎ輪の分割面の押し開きに伴うシール部の密封性低下による流体の漏洩発生を一層抑制することができる。 According to the above configuration, the thickness dimension corresponding to the distance from the contact position of the separation prevention part of the joint ring to the seal retaining groove of the seal part is configured to be larger than the thickness dimension of the partition wall on the inner side of the seal retaining groove in the pipe support part on one end side of the joint ring, so that the separation prevention part that abuts on the outer circumferential surface of the receiving port can be configured to be sturdy. Moreover, it is possible to further suppress the occurrence of fluid leakage due to a decrease in the sealing property of the seal part caused by pushing open the divided surface of the joint ring.

本発明による第5特徴構成は、前記継ぎ輪の他端側の前記管支持部の内周面で、且つ、前記離脱阻止部よりも前記継ぎ輪の管軸芯方向中央側に偏位した部位には、前記離脱阻止部が前記受口の外周面に当接した状態で当該受口の外周面との間を密封する弾性シール材が設けられている点にある。 The fifth characteristic feature of the present invention is that an elastic seal is provided on the inner circumferential surface of the pipe support part on the other end side of the joint ring, at a location offset from the separation prevention part toward the center of the pipe axis direction of the joint ring, to seal between the separation prevention part and the outer circumferential surface of the receiving port when the separation prevention part is in contact with the outer circumferential surface of the receiving port.

上記構成によれば、挿口と受口との嵌合接続部に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪の他端側の管支持部の内周面側に形成された離脱阻止部が受口の外周面と当接して、それ以上の両者の離脱移動を阻止する。このとき、離脱阻止部が当接した受口の外周面に形成される粉体塗装等の被覆保護層が損傷するが、離脱阻止部よりも継ぎ輪の管軸芯方向中央側に偏位した部位に設けられた弾性シール材が受口の外周面との間を密封しているため、被覆保護層の損傷個所に流体が流入することがなく、被覆保護層の損傷個所での受口の腐食進行を抑制することができる。 According to the above configuration, when a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection between the insertion port and the receiving port, the separation prevention part formed on the inner peripheral surface of the pipe support part on the other end of the joint ring abuts against the outer peripheral surface of the receiving port, preventing further separation between the two. At this time, the coating protective layer such as powder coating formed on the outer peripheral surface of the receiving port where the separation prevention part abuts is damaged, but since the elastic seal material provided at a position offset toward the center of the pipe axis of the joint ring from the separation prevention part seals the gap with the outer peripheral surface of the receiving port, no fluid will flow into the damaged part of the coating protective layer, and the progression of corrosion of the receiving port at the damaged part of the coating protective layer can be suppressed.

本発明による第6の特徴構成は、前記補強固定手段の連結部は、前記継ぎ輪の一端側の管支持部の外周面に形成された係合凹部に対して管径方向外方側から着脱可能に係合される係合突起から構成されている点にある。 The sixth characteristic feature of the present invention is that the connecting portion of the reinforcing fixing means is composed of an engaging protrusion that is detachably engaged from the outer radial side of the pipe with an engaging recess formed on the outer circumferential surface of the pipe support portion on one end side of the joint ring.

上記構成によれば、補強固定手段の連結部を構成する係合突起が、継ぎ輪の一端側の管支持部の外周面に形成された係合凹部に対して管径方向外方側から係合されているため、挿口と受口とが離脱したとき、一方の管部の挿口と継ぎ輪の一端側の管支持部との屈曲を抑制することができる。これにより、管部の挿口と継ぎ輪の一端側の管支持部との屈曲状態を適正な範囲に維持して、シール部の周方向での局部的な密封性低下に起因する流体の漏洩を抑制することができる。 According to the above configuration, the engagement protrusion constituting the connecting portion of the reinforcing fixing means is engaged from the outer side in the pipe diameter direction with the engagement recess formed on the outer circumferential surface of the pipe support portion on one end side of the joint ring, so that when the insertion port and the receiving port are separated, bending between the insertion port of one pipe portion and the pipe support portion on one end side of the joint ring can be suppressed. This makes it possible to maintain the bending state between the insertion port of the pipe portion and the pipe support portion on one end side of the joint ring within an appropriate range and suppress fluid leakage caused by localized deterioration in sealing ability in the circumferential direction of the seal portion.

本発明による第7の特徴構成は、前記当接部材は、前記受口の外周面におけるテーパー状外周面部分とストレート状外周面部分とに渡る屈曲部位に対して挾持固定可能な分割構造の挾持リングから構成されている点にある。 The seventh characteristic feature of the present invention is that the abutment member is composed of a clamping ring with a split structure that can be clamped and fixed to the bent portion that spans the tapered outer peripheral surface portion and the straight outer peripheral surface portion of the outer peripheral surface of the socket.

上記構成によれば、挿口と受口との嵌合接続部に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪の他端側の側壁部の内面に形成された当接面と、受口の外周面における屈曲部位に挾持固定されている挾持リングの当接面とが管軸芯方向から当接する。挾持リングは受口の外周面におけるテーパー状外周面部分に当接し、離脱力を強固に受止めることができる。それでいて、継ぎ輪の当接面と挾持リングの当接面とは管軸芯に対して直交方向に沿った面当たり状態にあるため、当接時に継ぎ輪に作用する分割接合部の押し開き力を小さくして、継ぎ輪の分割接合部での密封性低下を抑制することができる。 According to the above configuration, when a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection between the insertion port and the receiving port, the abutment surface formed on the inner surface of the side wall portion at the other end of the coupling ring abuts against the abutment surface of the clamping ring that is clamped and fixed to the bent portion of the outer circumferential surface of the receiving port from the direction of the pipe axis. The clamping ring abuts against the tapered outer circumferential surface portion of the outer circumferential surface of the receiving port, and can firmly withstand the separation force. At the same time, since the abutment surface of the coupling ring and the abutment surface of the clamping ring are in a surface abutment state along a direction perpendicular to the pipe axis, the pushing-open force acting on the coupling ring at the time of abutment is reduced, and the deterioration of the sealing performance at the split joint of the coupling ring can be suppressed.

管接続部の離脱防止構造の第1実施形態を示す分解状態の部分断面図FIG. 1 is a partial cross-sectional view showing a first embodiment of a pipe connection portion separation prevention structure in an exploded state; 組付け時の全体断面図Overall cross-sectional view when assembled 組付け時の要部の拡大断面図Enlarged cross-sectional view of the main parts when assembled 離脱時の全体断面図Overall cross-sectional view when removed 管接続部の離脱防止構造の第2実施形態を示す組付け時(a)と離脱時(b)の全体断面図5A and 5B are overall cross-sectional views showing a second embodiment of a structure for preventing separation of a pipe connection portion during assembly and during separation, respectively; 接続部の離脱防止構造の第3実施形態を示す要部の拡大図FIG. 13 is an enlarged view of a main portion showing a third embodiment of a structure for preventing separation of a connection portion; 管接続部の離脱防止構造の第4実施形態を示す組付け時(a)と離脱時(b)の全体断面図13A and 13B are overall cross-sectional views showing a fourth embodiment of a structure for preventing separation of a pipe connection portion when assembled and when separated, respectively; 第4実施形態の別の二つの実施例(a),(b)を示すT頭ボルト側の拡大図13A and 13B are enlarged views of the T-head bolt side showing two other examples of the fourth embodiment. 管接続部の離脱防止構造の第5実施形態を示す組付け時(a)と離脱時(b)の全体断面図13A and 13B are overall cross-sectional views showing a fifth embodiment of a structure for preventing separation of a pipe connection portion when assembled and when separated, respectively; 管接続部の離脱防止構造の第6実施形態を示す組付け時(a)と離脱時(b)の全体断面図13A and 13B are overall cross-sectional views showing a sixth embodiment of a structure for preventing separation of a pipe connection portion when assembled and when separated, respectively; 管接続部の離脱防止構造の第7実施形態を示す組付け時の全体断面図FIG. 13 is an overall cross-sectional view showing a seventh embodiment of the structure for preventing separation of a pipe connection portion during assembly. 管接続部の離脱防止構造の第8実施形態を示す組付け時(a)と離脱時(b)の全体断面図13A and 13B are overall cross-sectional views showing an eighth embodiment of a structure for preventing separation of a pipe connection portion when assembled and when separated, respectively;

〔第1実施形態〕
図1、図2は、流体の輸送配管系統に用いられる管接続部の離脱防止構造を示す。この管接続部の離脱防止構造では、一方の管部の一例である流体管1の挿口1Aと他方の管部の一例である流体管2の受口2Aとが嵌合接続部20で接続され、この嵌合接続部20を密封状態で囲繞する分割構造の継ぎ輪30は、両流体管1,2に亘って外装されている。
また、継ぎ輪30と他方の流体管2の受口2A側との管軸芯方向で相対向する部位には、他方の流体管2の受口2Aと継ぎ輪30との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段40が設けられている。
First Embodiment
1 and 2 show a separation prevention structure for a pipe connection used in a fluid transport piping system. In this separation prevention structure for a pipe connection, an insertion port 1A of a fluid pipe 1, which is an example of one pipe portion, and a receiving port 2A of a fluid pipe 2, which is an example of the other pipe portion, are connected by a fitting connection portion 20, and a collar 30 of a split structure that surrounds the fitting connection portion 20 in a sealed state is fitted over both fluid pipes 1 and 2.
In addition, at the portion facing the collar 30 and the receiving port 2A of the other fluid pipe 2 in the pipe axial direction, a separation movement prevention means 40 is provided which abuts against the receiving port 2A of the other fluid pipe 2 and the collar 30 to prevent relative separation movement between them beyond a certain level.

上述の管接続部の離脱防止構造では、管部として流体管1,2を例に挙げたが、管部としては従来から種々の形態のものが存在する。例えば、図示はしないが、流体管に密封状態で外装固定される分割構造の割T字管の分岐管部や流体管に一体的に突出形成された分岐管部、流体機材の一部を構成する管部等を挙げることができる。
さらに、本実施形態の流体管1,2は、流体の一例である上水を輸送するための水道管を構成するダクタイル鋳鉄管であるが、その他の鋳鉄管や鋼管等を使用することができ、
流体としても、上水以外に工業用水やガス等を挙げることができる。
In the above-mentioned structure for preventing separation of a pipe connection, the fluid pipes 1 and 2 are given as examples of pipe parts, but various types of pipe parts have been available in the past. For example, although not shown, examples include a branch pipe part of a split T-shaped pipe with a divided structure that is fixed to the exterior of a fluid pipe in a sealed state, a branch pipe part that is integrally formed and protrudes from the fluid pipe, and a pipe part that constitutes a part of a fluid equipment.
Furthermore, the fluid pipes 1 and 2 in the present embodiment are ductile cast iron pipes constituting water pipes for transporting clean water, which is an example of a fluid, but other cast iron pipes, steel pipes, etc. may also be used.
As the fluid, in addition to tap water, industrial water, gas, etc. can be mentioned.

一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20は、図1~図3に示すように、K形のメカニカル継手から構成されている。このK形のメカニカル継手では、挿口1Aの外周面1aと受口2Aのテーパー状の内周面2aとの間に、ゴム輪等の第1シール部材21が装着されている。この第1シール部材21を管軸芯方向から押圧可能な押圧部22aを備えた分割構造の押輪22が挿口1Aに外装されている。押輪22のフランジ部22bと受口2Aのフランジ部2bとは、T頭ボルト23とナット24で管軸芯方向から締め付け連結されている。この締め付け連結により、受口2Aのフランジ部2bに引き寄せ固定される押輪22の押圧部22aで第1シール部材21が水密状態(密封状態)に圧縮され、その水密状態が維持される。 The fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2 is composed of a K-shaped mechanical joint as shown in Figures 1 to 3. In this K-shaped mechanical joint, a first seal member 21 such as a rubber ring is attached between the outer peripheral surface 1a of the insertion port 1A and the tapered inner peripheral surface 2a of the receiving port 2A. A split-structured pressing ring 22 with a pressing portion 22a that can press the first seal member 21 from the pipe axis direction is attached to the insertion port 1A. The flange portion 22b of the pressing ring 22 and the flange portion 2b of the receiving port 2A are tightened and connected from the pipe axis direction by a T-head bolt 23 and a nut 24. This tightening connection compresses the first seal member 21 into a watertight state (sealed state) by the pressing portion 22a of the pressing ring 22 that is pulled and fixed to the flange portion 2b of the receiving port 2A, and maintains the watertight state.

継ぎ輪30は、図2、図3に示すように、両流体管1,2の嵌合接続部20を囲繞する状態で両流体管1,2に亘って外装自在な二分割構造の鋳鉄製の両分割継ぎ輪ケース30A,30Bから構成されている。継ぎ輪30には、受口2Aよりも大径の円筒状の周壁部30aと、周壁部30aの管軸芯方向両端から径方向内方に一体的に延設される円環状の側壁部30b,30cと、各側壁部30b,30cの内径側端部から管軸芯方向に沿って外方に一体的に延設される筒状の管支持部30d,30eとが主要構成として備えられている。 As shown in Figures 2 and 3, the collar 30 is composed of two split collar cases 30A, 30B made of cast iron with a two-part structure that can be freely fitted to both fluid pipes 1, 2 while surrounding the fitting connection parts 20 of both fluid pipes 1, 2. The collar 30 mainly comprises a cylindrical peripheral wall part 30a with a diameter larger than the receiving port 2A, annular side wall parts 30b, 30c that are integrally extended radially inward from both ends of the peripheral wall part 30a in the pipe axis direction, and cylindrical pipe support parts 30d, 30e that are integrally extended outward along the pipe axis direction from the inner diameter side ends of each side wall part 30b, 30c.

継ぎ輪30の両分割継ぎ輪ケース30A,30Bの管周方向両端部には、図1に示すように、ボルト31・ナット32等の締結手段を介して互いに固定連結するための連結フランジ部30Cが一体形成されている。両分割継ぎ輪ケース30A,30Bの分割面には、継ぎ輪30の内周面30f(図2参照)と嵌合接続部20を含む両流体管1,2の外周面1a,2cとの間に形成される囲繞空間33を外部に対して水密に密封するシール部35(図2参照)が設けられている。
シール部35は、図2、図3に示すように、両分割継ぎ輪ケース30A,30Bの分割面の各々に形成された環状のシール保持溝36に、環状のガスケット等の第2シール部材37を装着して構成されている。両第2シール部材37は、両分割継ぎ輪ケース30A,30Bの管周方向両端部においては管径方向から互いに水密状態で接触し、継ぎ輪30の両管支持部30d,30eにおいては、両流体管1,2の外周面1a,2cに管周方向に沿って水密状態で接触する。
1, connecting flanges 30C are integrally formed at both circumferential ends of the two split collar cases 30A, 30B of the collar 30 for fixedly connecting them to each other via fastening means such as bolts 31 and nuts 32. A seal 35 (see FIG. 2) is provided at the divided surfaces of the two split collar cases 30A, 30B for watertightly sealing an enclosed space 33 formed between an inner peripheral surface 30f (see FIG. 2) of the collar 30 and outer peripheral surfaces 1a, 2c of the two fluid pipes 1, 2 including the fitting connection portion 20 from the outside.
2 and 3, the seal portion 35 is configured by fitting a second seal member 37 such as an annular gasket into an annular seal retaining groove 36 formed on each of the divided surfaces of the split collar cases 30A, 30B. The second seal members 37 contact each other in a watertight manner from the pipe radial direction at both circumferential ends of the split collar cases 30A, 30B, and contact the outer circumferential surfaces 1a, 2c of the fluid pipes 1, 2 in a watertight manner at both pipe support portions 30d, 30e of the collar 30 along the pipe circumferential direction.

離脱移動阻止手段40は、図2~図4に示すように、継ぎ輪30の管軸芯方向の他端側の管支持部30eの内周面側で、且つ、当該管支持部30eの内周面に形成されたシール保持溝36の管周方向シール溝部分36a及びそれに装着された第2シール部材37の管周方向シール部分37aよりも継ぎ輪30の管軸芯方向中央側に偏位した部位に、受口2Aの外周面2cと管軸芯方向から当接可能な円環状の当接面41aを備えた離脱阻止部41を形成して構成されている。
この離脱阻止部41は、他端側の管支持部30eの内周面において管周方向シール溝部分36aの管軸芯方向両側に位置する区画壁30gの内径よりも小径に形成されている。換言すれば、離脱阻止部41の内周面は、管周方向シール溝部分36aの両側に位置する区画壁30gの内周面よりも径方向内方側に突出形成されているとともに、離脱阻止部41は一方の区画壁30gと一体形成され、離脱阻止部41の当接面41aからシール部35までの管軸芯方向の厚みも大となる補強構造に構成されている。
また、離脱阻止部41の当接面41aは、受口2Aの外周面2cのテーパー状当接部位2dの傾斜角度と同一又は略同一の傾斜角度に形成されている。
As shown in Figures 2 to 4, the separation movement prevention means 40 is configured by forming a separation prevention portion 41 with a circular abutment surface 41a that can abut against the outer circumferential surface 2c of the receiving port 2A from the pipe axial direction, on the inner surface of the pipe support portion 30e on the other end side of the joint ring 30 in the pipe axial direction, and at a position offset toward the center of the joint ring 30 in the pipe axial direction from the pipe circumferential seal groove portion 36a of the seal retaining groove 36 formed on the inner surface of the pipe support portion 30e and the pipe circumferential seal portion 37a of the second seal member 37 attached thereto.
The separation prevention portion 41 is formed on the inner peripheral surface of the pipe support portion 30e on the other end side with a diameter smaller than the inner diameter of the partition walls 30g located on both sides in the pipe axial direction of the pipe circumferential seal groove portion 36a. In other words, the inner peripheral surface of the separation prevention portion 41 is formed to protrude radially inward from the inner peripheral surfaces of the partition walls 30g located on both sides of the pipe circumferential seal groove portion 36a, and the separation prevention portion 41 is formed integrally with one of the partition walls 30g, and is configured to have a reinforced structure in which the thickness in the pipe axial direction from the abutment surface 41a of the separation prevention portion 41 to the seal portion 35 is also large.
Furthermore, the contact surface 41a of the removal prevention portion 41 is formed at an inclination angle that is the same or approximately the same as the inclination angle of the tapered contact portion 2d of the outer peripheral surface 2c of the socket 2A.

そして、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20に地震や不同沈下等に起因する離脱力が作用したとき、他方の流体管2の受口2Aと継ぎ輪30の他端側の管支持部30eとの間においては、それらの管軸芯方向で相対向する部位に設けた離脱阻止部41の当接面41aと受口2Aの外周面2cのテーパー状当接部位2dとの当接により、他方の流体管2の受口2Aと継ぎ輪30の他端側の管支持部30eとの一定以上の相対離脱移動を当接阻止することができる。 When a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2, the abutment surface 41a of the separation prevention portion 41 provided at the opposing positions in the pipe axis direction between the receiving port 2A of the other fluid pipe 2 and the pipe support portion 30e on the other end side of the collar 30 comes into contact with the tapered abutment portion 2d on the outer circumferential surface 2c of the receiving port 2A, thereby preventing a certain amount of relative separation movement between the receiving port 2A of the other fluid pipe 2 and the pipe support portion 30e on the other end side of the collar 30.

そのため、本実施形態においては、図2、図3に示すように、嵌合接続部20のT頭ボルト23の先端が、継ぎ輪30の一端側の側壁部30bの内面に当接した状態が初期組付け状態となる。また、図4に示すように、継ぎ輪30の他端側の管支持部30eに形成した離脱阻止部41の当接面41aが受口2Aの外周面2cのテーパー状当接部位2dに当接した状態が最大離脱移動状態となる。
これにより、図4に示すように、初期組付け状態で、のT頭ボルト23の先端位置又は継ぎ輪30の一端側の側壁部30bの内面から最大離脱移動状態にあるT頭ボルト23の先端位置までの距離Lが最大離脱移動距離となり、最大離脱移動状態では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとが抜け出した離脱状態にある。
2 and 3, the initial assembly state is when the tip of the T-head bolt 23 of the fitting connection portion 20 abuts against the inner surface of the side wall portion 30b at one end of the joint ring 30. Also, the maximum separation movement state is when the abutment surface 41a of the separation prevention portion 41 formed on the pipe support portion 30e at the other end of the joint ring 30 abuts against the tapered abutment portion 2d of the outer circumferential surface 2c of the socket 2A, as shown in FIG.
As a result, as shown in Figure 4, in the initial assembly state, the distance L from the tip position of the T-head bolt 23 or the inner surface of the side wall portion 30b on one end side of the connecting ring 30 to the tip position of the T-head bolt 23 in the maximum disengagement movement state becomes the maximum disengagement movement distance, and in the maximum disengagement movement state, the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2 are in a disengaged state in which they have come out.

そして、上述のように、挿口1Aと受口2Aとの嵌合接続部20に地震や不同沈下等に起因する離脱力が作用して、継ぎ輪30の他端側の管支持部30eの内周面側に形成された離脱阻止部41の当接面41aが受口2Aの外周面2cのテーパー状当接部位2dに当接すると、分割構造の継ぎ輪30の分割面を押し開く力が発生する。しかし、本発明では、継ぎ輪30の離脱阻止部41がシール部35の管周方向シール溝部分36aよりも継ぎ輪30の管軸芯方向中央側に偏位した部位に形成されているため、その偏位代の分だけ押し開く力が小さくなり、継ぎ輪30の分割面の押し開きに伴うシール部35の密封性低下(面圧低下)による流体の漏洩発生を抑制することができる。 As described above, when a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection portion 20 between the insertion port 1A and the receiving port 2A, and the abutment surface 41a of the separation prevention portion 41 formed on the inner peripheral surface side of the pipe support portion 30e on the other end side of the joint ring 30 abuts against the tapered abutment portion 2d of the outer peripheral surface 2c of the receiving port 2A, a force is generated to push open the divided surface of the joint ring 30 of the split structure. However, in the present invention, the separation prevention portion 41 of the joint ring 30 is formed at a portion offset toward the center of the pipe axis direction of the joint ring 30 from the pipe circumferential seal groove portion 36a of the seal portion 35, so that the pushing force is reduced by the amount of the offset, and the occurrence of fluid leakage due to the decrease in sealing property (decrease in surface pressure) of the seal portion 35 caused by the split surface of the joint ring 30 being pushed open can be suppressed.

また、図3に示すように、離脱阻止部41の当接位置である当接面41aから他端側の管支持部30eの内周面に形成されたシール保持溝36の管周方向シール溝部分36aまでの距離L1は、一端側の管支持部30dの内周面に形成されたシール保持溝36の管周方向シール溝部分36aにおける管軸芯方向両側の区画壁30hのうち、継ぎ輪30の管軸芯方向中央側となる内方側の区画壁30hにおける管軸芯方向の厚み寸法よりも大に構成されている。
図3に示すように、継ぎ輪30の離脱阻止部41の当接面41aからシール部35の管周方向シール溝部分36aまでの距離L1に相当する厚み寸法が、継ぎ輪30の一端側の管支持部30dにおける管周方向シール溝部分36aの区画壁30hの管軸芯方向での厚み寸法よりも大に構成されているので、受口2Aの外周面2cに当接する離脱阻止部41を頑丈に構成することができる。
Furthermore, as shown in Figure 3, the distance L1 from the abutment surface 41a, which is the abutment position of the separation prevention portion 41, to the pipe circumferential seal groove portion 36a of the seal retaining groove 36 formed on the inner surface of the pipe support portion 30e on the other end side is configured to be larger than the pipe axial thickness dimension of the inner partition wall 30h, which is the pipe axial center side of the joint ring 30, among the partition walls 30h on both sides in the pipe axial direction of the pipe circumferential seal groove portion 36a of the seal retaining groove 36 formed on the inner surface of the pipe support portion 30d on the one end side.
As shown in Figure 3, the thickness dimension corresponding to the distance L1 from the abutment surface 41a of the anti-detachment portion 41 of the joint ring 30 to the pipe circumferential seal groove portion 36a of the seal portion 35 is configured to be larger than the thickness dimension in the pipe axial direction of the partition wall 30h of the pipe circumferential seal groove portion 36a at the pipe support portion 30d on one end side of the joint ring 30, so that the anti-detachment portion 41 abutting against the outer peripheral surface 2c of the receiving port 2A can be configured to be sturdy.

さらに、図1~図4に示すように、一方の流体管1と継ぎ輪30の管軸芯方向の一端側の管支持部30dとを一体的に固定連結する補強固定手段の一例である分割構造の耐震補強金具50が設けられている。この耐震補強金具50には、図1に示すように、管周方向で二分割され、且つ、一方の流体管1の挿口1Aに対して管径方向から脱着自在に挟持固定される一対の金属製の分割挟持部材51が備えられている。この一対の分割挟持部材51は、それの管周方向の両端部に設けられたフランジ部51A同士をボルト48・ナット49で締め付け連結することにより、流体管1の挿口1Aに強固に挟持固定される。 As shown in Figs. 1 to 4, an earthquake-resistant reinforcing bracket 50 having a split structure is provided, which is an example of a reinforcing and fixing means for integrally fixing one of the fluid pipes 1 and the pipe support portion 30d at one end of the flange 30 in the pipe axial direction. As shown in Fig. 1, this earthquake-resistant reinforcing bracket 50 is provided with a pair of split metal clamping members 51 that are split into two in the pipe circumferential direction and are clamped and fixed to the insertion port 1A of one of the fluid pipes 1 from the pipe diameter direction so that they can be freely attached and detached. The pair of split clamping members 51 are firmly clamped and fixed to the insertion port 1A of the fluid pipe 1 by tightening and connecting the flange portions 51A provided at both ends in the pipe circumferential direction with bolts 48 and nuts 49.

耐震補強金具50には、図2~図4に示すように、継ぎ輪30の一端側の管支持部30dに固定連結される連結部52と、継ぎ輪30の一端側の管支持部30dに対する挿口1Aの離脱移動に連れて挿口1Aの外周面1aとの間での抜止め抵抗が増大する抜止部55とが設けられている。
連結部52は、一端側の管支持部30dの外周面に形成された径方向外方に開口する環状の係合凹部53と、当該係合凹部53に対して管径方向外方側から係脱自在に係合される係合突起54から構成されている。そのうち、係合突起54は、両分割挟持部材51の管周方向の複数個所から管軸芯方向に沿って一体的に突出形成されている。
耐震補強金具50を流体管1の挿口1Aに取付ける場合には、図1、図2に示すように、両分割挟持部材51に一体形成されている係合突起54を、一端側の管支持部30dの係合凹部53に対して管径方向外方側から係合し、この状態で両分割挟持部材51のフランジ部51A同士をボルト48・ナット49で締め付け連結する。
As shown in Figures 2 to 4, the earthquake-resistant reinforcement bracket 50 is provided with a connecting portion 52 that is fixedly connected to the pipe support portion 30d on one end side of the joint ring 30, and a pull-out prevention portion 55 that increases in resistance to pull-out between the connecting portion 52 and the outer peripheral surface 1a of the insertion port 1A as the insertion port 1A moves away from the pipe support portion 30d on one end side of the joint ring 30.
The connecting portion 52 is composed of an annular engaging recess 53 that is formed on the outer circumferential surface of the pipe support portion 30d on one end side and opens radially outward, and an engaging protrusion 54 that is detachably engaged with the engaging recess 53 from the outer side in the pipe radial direction. Of these, the engaging protrusion 54 is integrally formed to protrude along the pipe axis direction from multiple points in the pipe circumferential direction of both split clamping members 51.
When attaching the earthquake-resistant reinforcement bracket 50 to the insertion port 1A of the fluid pipe 1, as shown in Figures 1 and 2, the engaging protrusions 54 formed integrally with both split clamping members 51 are engaged with the engaging recesses 53 of the pipe support portion 30d on one end side from the outer side in the pipe diameter direction, and in this state the flange portions 51A of the two split clamping members 51 are tightened and connected to each other with bolts 48 and nuts 49.

抜止部55は、図1、図2に示すように、両分割挟持部材51の内周面に形成された径方向内方に向かって開口する爪収納部56と、当該爪収納部56内に管径方向内方に移動自在に収容される爪部材57とを備えている。爪部材57の内面には、挿口1Aの外周面1aに喰い込み可能な管周方向に沿う複数列の先鋭なテーパー状の刃部が形成されている。
爪部材57の外面及び爪収納部56の天井面は、両分割挟持部材51の爪収納部56と挿口1Aの外周面1aに喰い込む状態で爪収納部56内に収納されている爪部材57との管軸芯方向での相対離脱移動に伴って、爪部材57を径方向内方側に食い込み移動させる傾斜面に構成されている。
1 and 2, the retaining portion 55 includes a claw housing portion 56 formed on the inner peripheral surface of each of the divided clamping members 51 and opening radially inward, and a claw member 57 housed in the claw housing portion 56 so as to be movable radially inward in the pipe direction. The inner surface of the claw member 57 is formed with multiple rows of sharp tapered blade portions along the pipe circumferential direction and capable of biting into the outer peripheral surface 1a of the insertion port 1A.
The outer surface of the claw member 57 and the ceiling surface of the claw storage section 56 are configured as inclined surfaces which cause the claw member 57 to bite into and move radially inward as the claw member 57 moves away from the claw storage section 56 of each split clamping member 51 and the claw member 57 stored in the claw storage section 56 while biting into the outer peripheral surface 1a of the insertion port 1A in the pipe axial direction.

そして、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20に地震や不同沈下等に起因する離脱力が作用したとき、一方の流体管1の挿口1Aと継ぎ輪30との間においては、挿口1Aに設けた分割構造の耐震補強金具50の連結部52が継ぎ輪30の一端側の管支持部30dに固定連結されている。さらに、耐震補強金具50の抜止部55の爪部材57は、継ぎ輪30の一端側の管支持部30dに対する挿口1Aの離脱移動に伴って当該挿口1Aの外周面1aに食い込むことにより抜止め抵抗が増大する。そのため、全体として、一方の流体管1の挿口1Aと継ぎ輪30の一端側の管支持部30dとが耐震補強金具50を介して一体的に強固に固定連結される。
これにより、図4に示すように、挿口1Aと受口2Aとが離脱しても、継ぎ輪30の他端側の管支持部30eに対する受口2Aの抜け出し移動、及び継ぎ輪30の一端側の管支持部30dに対する挿口1Aの抜け出し移動をそれぞれ強固に阻止することができる。
When a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection part 20 between the insertion 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2, the connecting part 52 of the seismic reinforcement metal fitting 50 with a split structure provided at the insertion 1A is fixedly connected to the pipe support part 30d at one end of the joint ring 30 between the insertion 1A of one fluid pipe 1 and the joint ring 30. Furthermore, the claw member 57 of the slip-out prevention part 55 of the seismic reinforcement metal fitting 50 bites into the outer circumferential surface 1a of the insertion 1A as the insertion 1A moves away from the pipe support part 30d at one end of the joint ring 30, thereby increasing the slip-out prevention resistance. Therefore, as a whole, the insertion 1A of one fluid pipe 1 and the pipe support part 30d at one end of the joint ring 30 are firmly fixedly connected together via the seismic reinforcement metal fitting 50.
As a result, even if the insertion port 1A and the receiving port 2A separate, as shown in Figure 4, it is possible to firmly prevent the receiving port 2A from moving out of the pipe support portion 30e on the other end side of the joint ring 30, and the insertion port 1A from moving out of the pipe support portion 30d on one end side of the joint ring 30.

しかも、継ぎ輪30の一端側の管支持部30dと耐震補強金具50の抜止部55とにより、流体管1の挿口1Aにおける管軸芯方向に間隔をおいた二箇所を支持するので、図4に示すように、挿口1Aと受口2Aとが離脱したとき、挿口1Aと継ぎ輪30の一端側の管支持部30dとの屈曲を抑制することができる。 In addition, the pipe support part 30d on one end of the joint ring 30 and the anti-reinforcement part 55 of the seismic reinforcement bracket 50 support the insertion port 1A of the fluid pipe 1 at two locations spaced apart in the pipe axial direction, so that bending of the insertion port 1A and the pipe support part 30d on one end of the joint ring 30 can be suppressed when the insertion port 1A and the receiving port 2A separate, as shown in Figure 4.

さらに、耐震補強金具50の連結部52を構成する係合突起54が、継ぎ輪30の一端側の管支持部30dの外周面に形成された係合凹部53に対して管径方向外方側から係合されているため、挿口1Aと受口2Aとが離脱したとき、一方の流体管1の挿口1Aと継ぎ輪30の一端側の管支持部30dとの屈曲を抑制することができる。これにより、流体管1の挿口1Aと継ぎ輪30の一端側の管支持部30dとの屈曲状態を適正な範囲に維持して、シール部35の周方向での局部的な密封性低下に起因する流体の漏洩を抑制することができる。
〔第2実施形態〕
図5に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20が、T形のメカニカル継手から構成されている。このT形のメカニカル継手は、受口2Aの内周面に形成した径方向内方に開口する円環状のシール保持溝60に、嵌合接続される挿口1Aの外周面1aとの間で水密状態に圧縮されるゴム輪等の第3シール部材61を装着して構成されている。
尚、その他の構成は、第1実施形態で説明した構成と同一であるから、同一の構成箇所には、第1実施形態と同一の番号を付記してそれの説明は省略する。
Furthermore, since the engagement projections 54 constituting the connecting portion 52 of the earthquake-resistant reinforcing bracket 50 are engaged from the outer side in the pipe diameter direction with the engagement recesses 53 formed on the outer peripheral surface of the pipe support portion 30d on one end side of the collar 30, when the insertion port 1A and the receiving port 2A are separated, bending of the insertion port 1A of one fluid pipe 1 and the pipe support portion 30d on one end side of the collar 30 can be suppressed. This makes it possible to maintain the bending state of the insertion port 1A of the fluid pipe 1 and the pipe support portion 30d on one end side of the collar 30 within an appropriate range and suppress fluid leakage caused by a local decrease in sealing ability in the circumferential direction of the seal portion 35.
Second Embodiment
In the structure for preventing separation of a pipe connection shown in Fig. 5, the fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2 is composed of a T-shaped mechanical joint. This T-shaped mechanical joint is configured by fitting a third seal member 61 such as a rubber ring that is compressed watertightly between the outer peripheral surface 1a of the insertion port 1A that is fitted and connected, into an annular seal retaining groove 60 that opens radially inward and is formed on the inner peripheral surface of the receiving port 2A.
The other configurations are the same as those described in the first embodiment, so the same components are given the same reference numbers as in the first embodiment and the description thereof is omitted.

〔第3実施形態〕
図6に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20が、T形のメカニカル継手から構成されている。この管接続部の離脱防止構造において、他方の流体管2の受口2Aと継ぎ輪30との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段40の改良を示す。この実施形態においても、継ぎ輪30の管軸芯方向の他端側の管支持部30eの内周面側で、且つ、当該管支持部30eの内周面に形成されたシール保持溝36の管周方向シール溝部分36a及びそれに装着された第2シール部材37の管周方向シール部分37aよりも継ぎ輪30の管軸芯方向中央側に偏位した部位に、受口2Aの外周面2cのテーパー状当接部位2dと管軸芯方向から当接可能な円環状の当接面41aを備えた離脱阻止部41が形成されている。
Third Embodiment
In the structure for preventing separation of a pipe connection shown in Fig. 6, the fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2 is composed of a T-shaped mechanical joint. In this structure for preventing separation of a pipe connection, an improvement is shown in the separation prevention means 40 for abutting and preventing a certain degree of relative separation movement between the receiving port 2A of the other fluid pipe 2 and the collar 30. In this embodiment, too, a separation prevention part 41 having an annular abutment surface 41a that can abut against the tapered abutment part 2d of the outer circumferential surface 2c of the receiving port 2A from the pipe axial direction is formed on the inner circumferential surface side of the pipe support part 30e on the other end side of the collar 30 in the pipe axial direction and at a position offset toward the center of the collar 30 in the pipe axial direction from the pipe circumferential seal groove part 36a of the seal retaining groove 36 formed on the inner circumferential surface of the pipe support part 30e and the pipe circumferential seal part 37a of the second seal member 37 attached thereto.

継ぎ輪30の他端側の管支持部30eの内周面で、且つ、離脱阻止部41よりも継ぎ輪30の管軸芯方向中央側に偏位した部位には、離脱阻止部41の当接面41aが受口2Aの外周面2cのテーパー状当接部位2dに当接した状態で当該受口2Aの外周面2cとの間を密封する環状の弾性シール材43が設けられている。
離脱阻止部41の当接面41a及び弾性シール材43を保持する第2シール保持溝44は、継ぎ輪30の他端側の側壁部30cの内周面に形成され、他端側の側壁部30cの管軸芯方向の厚みは、継ぎ輪30の一端側の側壁部30bの管軸芯方向の厚み(第1実施形態の図2、第2実施形態の図5参照)よりも大に構成されている。
On the inner surface of the pipe support portion 30e on the other end side of the joint ring 30, and at a portion offset toward the center of the pipe axis direction of the joint ring 30 more than the separation prevention portion 41, a ring-shaped elastic sealing material 43 is provided to seal between the separation prevention portion 41 and the outer peripheral surface 2c of the receiving port 2A when the abutment surface 41a of the separation prevention portion 41 abuts against the tapered abutment portion 2d of the outer peripheral surface 2c of the receiving port 2A.
The abutment surface 41a of the separation prevention portion 41 and the second seal retaining groove 44 which retains the elastic sealing material 43 are formed on the inner surface of the side wall portion 30c on the other end side of the joint ring 30, and the thickness of the side wall portion 30c on the other end side in the pipe axis direction is configured to be greater than the thickness of the side wall portion 30b on one end side of the joint ring 30 in the pipe axis direction (see Figure 2 of the first embodiment and Figure 5 of the second embodiment).

一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪30の他端側の管支持部30eの内周面側に形成された離脱阻止部41の当接面41aが受口2Aの外周面2cのテーパー状当接部位2dに当接して、それ以上の両者の離脱移動が阻止される。このとき、離脱阻止部41の当接面41aが当接した受口2Aの外周面2cに形成される粉体塗装等の被覆保護層が損傷するが、離脱阻止部41の当接面41aよりも継ぎ輪30の管軸芯方向中央側に偏位した部位に設けられた弾性シール材43が受口2Aの外周面2cとの間を密封しているため、被覆保護層の損傷個所に流体が流入することがなく、被覆保護層の損傷個所での受口2Aの腐食進行を抑制することができる。
尚、その他の構成は、第2実施形態で説明した構成と同一であるから、同一の構成箇所には、第1実施形態と同一の番号を付記してそれの説明は省略する。
When a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection portion 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2, the abutment surface 41a of the separation prevention portion 41 formed on the inner peripheral surface of the pipe support portion 30e on the other end side of the collar 30 abuts against the tapered abutment portion 2d of the outer peripheral surface 2c of the receiving port 2A, preventing further separation between the two. At this time, the coating protective layer such as powder coating formed on the outer peripheral surface 2c of the receiving port 2A with which the abutment surface 41a of the separation prevention portion 41 abuts is damaged, but since the elastic seal material 43 provided at a portion displaced toward the center of the collar 30 in the pipe axis direction from the abutment surface 41a of the separation prevention portion 41 seals the gap with the outer peripheral surface 2c of the receiving port 2A, no fluid flows into the damaged portion of the coating protective layer, and the progress of corrosion of the receiving port 2A at the damaged portion of the coating protective layer can be suppressed.
The other configurations are the same as those described in the second embodiment, so the same components are denoted by the same reference numbers as in the first embodiment and the description thereof will be omitted.

〔第4実施形態〕
図7に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20がK形のメカニカル継手から構成されている。この管接続部の離脱防止構造において、他方の流体管2の受口2Aと継ぎ輪30との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段40の改良を示す。
この実施形態の離脱移動阻止手段40は、嵌合接続部20を構成するK形のメカニカル継手の構成部材のうち、管周方向に所定間隔を置いて配置される複数の金属製のT頭ボルト23が、受口2A側に固定される当接部材45に兼用構成され、各T頭ボルト23の頭部23Aの偏平な頂面23aは、当接部材45の当接面45aに構成されている。
Fourth Embodiment
In the separation prevention structure for a pipe connection shown in Figure 7, the fitting connection part 20 between the insertion port 1A of one fluid pipe 1 and the socket 2A of the other fluid pipe 2 is composed of a K-shaped mechanical joint. In this separation prevention structure for a pipe connection, an improvement is shown in the separation prevention means 40 which abuts and prevents the socket 2A of the other fluid pipe 2 and the collar 30 from moving relative to each other beyond a certain level.
In this embodiment, the separation movement prevention means 40 is configured such that a plurality of metal T-head bolts 23, which are arranged at predetermined intervals around the pipe, among the constituent members of the K-shaped mechanical joint that makes up the mating connection portion 20, also serve as abutment members 45 fixed to the receiving port 2A side, and the flat top surface 23a of the head 23A of each T-head bolt 23 is configured as the abutment surface 45a of the abutment member 45.

また、継ぎ輪30の管軸芯方向他端側の側壁部30cの内面のうち、各T頭ボルト23の頭部23Aに管軸芯方向で相対向する内面部分が当接面46に構成されている。
この側壁部30cの内面に形成された当接面46と、各T頭ボルト23の頭部23Aの頂面23aをもって構成される当接部材45の当接面45aの各々は、管軸芯に対して直交する直交面に形成されている。
Furthermore, the inner surface of the side wall portion 30 c on the other end side of the joint ring 30 in the pipe axial direction, which faces the heads 23 A of the T-head bolts 23 in the pipe axial direction, is configured as a contact surface 46 .
The abutment surface 46 formed on the inner surface of this side wall portion 30c and the abutment surface 45a of the abutment member 45 formed by the top surface 23a of the head 23A of each T-head bolt 23 are each formed on an orthogonal plane perpendicular to the pipe axis.

一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪30の他端側の側壁部30cの内面に形成された当接面46と、受口2A側に固定された各T頭ボルト23の頭部23Aの当接面45aをもって構成される当接部材45の当接面45aとが管軸芯方向から面当たりで当接して、それ以上の流体管2の受口2Aと継ぎ輪30との離脱移動が阻止される。この継ぎ輪30の当接面46と、各T頭ボルト23の当接面45aをもって構成される当接部材45の当接面45aとの面当たりにより、離脱力を確実に受け止めて離脱阻止効果を向上することができる。
尚、その他の構成は、第1実施形態で説明した構成と同一であるから、同一の構成箇所には、第1実施形態と同一の番号を付記してそれの説明は省略する。
When a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the socket 2A of the other fluid pipe 2, the abutment surface 46 formed on the inner surface of the side wall 30c at the other end of the collar 30 and the abutment surface 45a of the abutment member 45 composed of the abutment surfaces 45a of the heads 23A of the T-head bolts 23 fixed to the socket 2A side come into face-to-face contact from the pipe axial direction, preventing further separation between the socket 2A of the fluid pipe 2 and the collar 30. This face-to-face contact between the abutment surface 46 of the collar 30 and the abutment surface 45a of the abutment member 45 composed of the abutment surfaces 45a of the T-head bolts 23 can reliably receive the separation force, improving the separation prevention effect.
The other configurations are the same as those described in the first embodiment, so the same components are given the same reference numbers as in the first embodiment and the description thereof is omitted.

また、上述の第4実施形態では、各T頭ボルト23の頭部23Aの偏平な頂面23aを当接部材45の当接面45aに構成したが、図8(a)に示すように、各T頭ボルト23の頭部23Aに、継ぎ輪30の側壁部30cの当接面46と管軸芯方向から当接可能な当接面45aを備えた当接部材45を一体形成して実施してもよい。
この場合も、継ぎ輪30の当接面46と受口2A側の各T頭ボルト23における当接部材45の当接面45aとが管軸芯に対して直交する直交面に形成されている。これにより、継ぎ輪30の当接面46と各T頭ボルト23における当接部材45の当接面45aとが面当たりとなり、離脱力を確実に受け止めて離脱阻止効果を向上することができる。
In addition, in the above-mentioned fourth embodiment, the flat top surface 23a of the head 23A of each T-head bolt 23 is configured as the abutment surface 45a of the abutment member 45, but as shown in Figure 8 (a), the head 23A of each T-head bolt 23 may be integrally formed with an abutment member 45 having an abutment surface 45a that can abut against the abutment surface 46 of the side wall portion 30c of the joint ring 30 from the pipe axial direction.
In this case, too, the contact surface 46 of the collar 30 and the contact surface 45a of the contact member 45 of each T-head bolt 23 on the socket 2A side are formed on an orthogonal plane perpendicular to the pipe axis, so that the contact surface 46 of the collar 30 and the contact surface 45a of the contact member 45 of each T-head bolt 23 come into surface contact with each other, reliably receiving the separation force and improving the separation prevention effect.

さらに、図8(b)に示すように、各T頭ボルト23の頭部23Aに、継ぎ輪30の側壁部30cの当接面46と管軸芯方向から当接可能な当接面45aを備えた当接部材45をアタッチメントとして嵌合固定して実施してもよい。
この場合も、継ぎ輪30の当接面46と受口2A側の各T頭ボルト23における当接部材45Bの当接面45aとが管軸芯に対して直交する直交面に形成されている。これにより、継ぎ輪30の当接面46と各T頭ボルト23における当接部材45Bの当接面45aとが面当たりとなり、離脱力を確実に受け止めて離脱阻止効果を向上することができる。
Furthermore, as shown in FIG. 8(b), an abutment member 45 having an abutment surface 45a that can abut against the abutment surface 46 of the side wall portion 30c of the joint ring 30 from the pipe axial direction may be fitted and fixed to the head 23A of each T-head bolt 23 as an attachment.
In this case, too, the contact surface 46 of the collar 30 and the contact surface 45a of the contact member 45B of each T-head bolt 23 on the socket 2A side are formed on an orthogonal plane perpendicular to the pipe axis, so that the contact surface 46 of the collar 30 and the contact surface 45a of the contact member 45B of each T-head bolt 23 come into surface contact with each other, reliably receiving the separation force and improving the separation prevention effect.

〔第5実施形態〕
図9に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20がT形のメカニカル継手から構成されている。この管接続部の離脱防止構造において、他方の流体管2の受口2Aと継ぎ輪30との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段40の改良を示す。
この実施形態の離脱移動阻止手段40では、他方の流体管2の受口2A側に固定される当接部材45の一例で、流体管2の受口2Aに対して管径方向外方から挾持固定される分割構造(当該実施形態では二分割構造)の金属製の当接バンド70が用いられる。この当接バンド70には、受口2Aの接続口側の端面に当接する環状の第1位置決め部70bと、受口2Aの外周面2cのテーパー部分に当接する第2位置決め部70cとが設けられている。 そのため、当接バンド70を受口2Aの外周面に締め付け固定した状態では、第1位置決め部70bと第2位置決め部70cとにより当接バンド70の管軸芯方向での移動が阻止されている。
Fifth Embodiment
In the pipe connection prevention structure shown in Figure 9, the fitting connection part 20 between the insertion port 1A of one fluid pipe 1 and the socket 2A of the other fluid pipe 2 is composed of a T-shaped mechanical joint. In this pipe connection prevention structure, an improvement is shown in the separation movement prevention means 40 that abuts and prevents the relative separation movement between the socket 2A of the other fluid pipe 2 and the collar 30 beyond a certain level.
In the separation movement prevention means 40 of this embodiment, a metal abutment band 70 having a split structure (a two-split structure in this embodiment) that is clamped and fixed to the socket 2A of the fluid pipe 2 from the outside in the pipe diameter direction is used as an example of the abutment member 45 fixed to the socket 2A side of the other fluid pipe 2. The abutment band 70 is provided with an annular first positioning portion 70b that abuts against the end face on the connection port side of the socket 2A and a second positioning portion 70c that abuts against a tapered portion of the outer circumferential surface 2c of the socket 2A. Therefore, when the abutment band 70 is fastened and fixed to the outer circumferential surface of the socket 2A, the first positioning portion 70b and the second positioning portion 70c prevent the abutment band 70 from moving in the pipe axial direction.

当接バンド70の第2位置決め部70cの先端面70aが、当接部材45の当接面45aに構成され、継ぎ輪30の管軸芯方向他端側の側壁部30cの内面のうち、当接バンド70の第2位置決め部45cの先端面70aをもって構成される当接面45aに対して管軸芯方向で相対向する内面部分が当接面46に構成されている。 The tip surface 70a of the second positioning portion 70c of the abutment band 70 constitutes the abutment surface 45a of the abutment member 45, and the inner surface portion of the side wall portion 30c on the other end side of the joint ring 30 in the pipe axis direction that faces the abutment surface 45a constituted by the tip surface 70a of the second positioning portion 45c of the abutment band 70 in the pipe axis direction constitutes the abutment surface 46.

この場合も、継ぎ輪30の当接面46と、受口2Aに固定された当接バンド70の先端面70aをもって構成される当接面45aとが管軸芯に対して直交する直交面に形成されている。これにより、継ぎ輪30の当接面46と当接バンド70の当接面45aとが面当たりとなり、離脱力を確実に受け止めて離脱阻止効果を向上することができる。
尚、その他の構成は、第1実施形態で説明した構成と同一であるから、同一の構成箇所には、第2実施形態と同一の番号を付記してそれの説明は省略する。
In this case, too, the abutment surface 46 of the collar 30 and the abutment surface 45a formed by the tip surface 70a of the abutment band 70 fixed to the socket 2A are formed on an orthogonal plane perpendicular to the pipe axis, so that the abutment surface 46 of the collar 30 and the abutment surface 45a of the abutment band 70 come into surface contact with each other, reliably receiving the separation force and improving the separation prevention effect.
The other configurations are the same as those described in the first embodiment, so the same components are given the same reference numbers as in the second embodiment and the description thereof is omitted.

〔第6実施形態〕
図10に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20がK形のメカニカル継手から構成されている。この管接続部の離脱防止構造において、他方の流体管2の受口2Aと継ぎ輪30との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段40の改良を示す。
この実施形態の離脱移動阻止手段40は、他方の流体管2の受口2A側に固定される当接部材45の一例で、受口2Aのフランジ部2bに対して管径方向外方から係合された状態で挾持固定される金属製の受口バンド71が用いられる。この受口バンド71の先端面71aが、当接部材45の当接面45aに構成され、継ぎ輪30の管軸芯方向他端側の側壁部30cの内面のうち、受口バンド71の先端面71aをもって構成される当接面45aに対して管軸芯方向で相対向する内面部分が当接面46に構成されている。
Sixth Embodiment
In the pipe connection prevention structure shown in Figure 10, the fitting connection part 20 between the insertion port 1A of one fluid pipe 1 and the socket 2A of the other fluid pipe 2 is composed of a K-shaped mechanical joint. In this pipe connection prevention structure, an improvement is shown in the separation movement prevention means 40 that abuts and prevents the relative separation movement between the socket 2A of the other fluid pipe 2 and the collar 30 beyond a certain level.
The separation movement preventing means 40 in this embodiment is an example of the abutment member 45 fixed to the socket 2A side of the other fluid pipe 2, and uses a metallic socket band 71 that is clamped and fixed in a state of being engaged from the outside in the pipe diameter direction with respect to the flange portion 2b of the socket 2A. A tip surface 71a of this socket band 71 constitutes the abutment surface 45a of the abutment member 45, and the inner surface of the side wall portion 30c on the other end side in the pipe axial direction of the joint ring 30 that faces in the pipe axial direction to the abutment surface 45a constituted by the tip surface 71a of the socket band 71 constitutes the abutment surface 46.

この場合も、継ぎ輪30の当接面46と受口2Aに固定された受口バンド71の先端面71aをもって構成される当接面45aの各々は、管軸芯に対して直交する直交面に形成されている。これにより、継ぎ輪30の当接面46と受口バンド71の当接面45aとが面当たりとなり、離脱力を確実に受け止めて離脱阻止効果を向上することができる。
尚、その他の構成は、第1実施形態で説明した構成と同一であるから、同一の構成箇所には、第1実施形態と同一の番号を付記してそれの説明は省略する。
In this case, the abutment surface 45a, which is composed of the abutment surface 46 of the collar 30 and the tip surface 71a of the socket band 71 fixed to the socket 2A, is formed on an orthogonal surface perpendicular to the pipe axis. This allows the abutment surface 46 of the collar 30 and the abutment surface 45a of the socket band 71 to come into surface contact with each other, thereby reliably receiving the separation force and improving the separation prevention effect.
The other configurations are the same as those described in the first embodiment, so the same components are given the same reference numbers as in the first embodiment and the description thereof is omitted.

〔第7実施形態〕
図11に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20がK形のメカニカル継手から構成されている。この管接続部の離脱防止構造において、一方の流体管1と継ぎ輪30の管軸芯方向の一端側の管支持部30dとを一体的に固定連結する分割構造の耐震補強金具(補強固定手段の一例)50の改良を示す。
この実施形態の耐震補強金具50では、継ぎ輪30の管軸芯方向の一端側の管支持部30dのうち、それの内周面に形成されたシール保持溝36の管周方向シール溝部分36a及びそれに装着された第2シール部材37の管周方向シール部分37aよりも耐震補強金具50側に位置する端部側に、径方向内方に向かって開口する環状空間を備えた延長管支持部30jが一体形成されている。
Seventh Embodiment
In the structure for preventing separation of a pipe connection shown in Fig. 11, the fitting connection part 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2 is composed of a K-shaped mechanical joint. In this structure for preventing separation of a pipe connection, an improvement is shown in which an earthquake-resistant reinforcing metal fitting (one example of a reinforcing and fixing means) 50 of a split structure is shown, which integrally and fixedly connects one fluid pipe 1 and a pipe support part 30d on one end side of a collar 30 in the pipe axial direction.
In this embodiment of the earthquake-resistant reinforcement fitting 50, an extension pipe support portion 30j having an annular space opening radially inward is integrally formed on the end side of the pipe support portion 30d on one end side in the pipe axial direction of the joint ring 30, which is located closer to the earthquake-resistant reinforcement fitting 50 than the pipe circumferential seal groove portion 36a of the seal retaining groove 36 formed on its inner surface and the pipe circumferential seal portion 37a of the second seal member 37 attached thereto.

この延長管支持部30jを含む一端側の管支持部30dの外周面に、径方向外方に開口する環状の係合凹部53を形成し、この係合凹部53内のうち、延長管支持部30jに対応する範囲の外端側部位に、耐震補強金具50の両分割挟持部材51に一体形成されている係合突起54を管径方向外方から係合させる。 A ring-shaped engagement recess 53 that opens radially outward is formed on the outer circumferential surface of the pipe support portion 30d on one end side, including the extension pipe support portion 30j, and an engagement protrusion 54 integrally formed on both split clamping members 51 of the earthquake-resistant reinforcement bracket 50 is engaged from the outside in the pipe radial direction with the outer end portion of the engagement recess 53 in the range corresponding to the extension pipe support portion 30j.

この実施形態の場合は、継ぎ輪30の一端側の管支持部30dに対する耐震補強金具50の係合突起54による係合位置が、管支持部30dの内周面に形成されたシール保持溝36の管周方向シール溝部分36a及びそれに装着された第2シール部材37の管周方向シール部分37aから外端側に離間する。そのため、図4に示すように、挿口1Aと受口2Aとが離脱したとき、挿口1Aと継ぎ輪30の一端側の管支持部30dとの屈曲を抑制することができる。これにより、流体管1の挿口1Aと継ぎ輪30の一端側の管支持部30dとの屈曲状態を適正な範囲に維持して、シール部35の管周方向シール溝部分36aの周方向での局部的な密封性低下に起因する流体の漏洩を抑制することができる。 In this embodiment, the engagement position of the engagement protrusion 54 of the earthquake-resistant reinforcing bracket 50 with the pipe support portion 30d at one end of the joint ring 30 is separated from the pipe circumferential seal groove portion 36a of the seal retaining groove 36 formed on the inner surface of the pipe support portion 30d and the pipe circumferential seal portion 37a of the second seal member 37 attached thereto toward the outer end side. Therefore, as shown in FIG. 4, when the insertion port 1A and the receiving port 2A are separated, bending of the insertion port 1A and the pipe support portion 30d at one end of the joint ring 30 can be suppressed. This maintains the bending state of the insertion port 1A of the fluid pipe 1 and the pipe support portion 30d at one end of the joint ring 30 within an appropriate range, and suppresses leakage of fluid caused by a local decrease in sealing ability in the circumferential direction of the pipe circumferential seal groove portion 36a of the seal portion 35.

〔第8実施形態〕
図12に示す管接続部の離脱防止構造では、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20がK形のメカニカル継手から構成されている。この管接続部の離脱防止構造において、他方の流体管2の受口2Aと継ぎ輪30との一定以上の相対離脱移動を当接阻止する離脱移動阻止手段40の改良を示す。
この実施形態の離脱移動阻止手段40では、他方の流体管2の受口2A側に固定される当接部材45の一例で、受口2Aの外周面2cにおけるテーパー状外周面部分2eとストレート状外周面部分2fとに渡る屈曲部位に対して管径方向外方から脱着自在に挾持固定可能な分割構造(当該実施形態では二分割構造)の金属製の挾持リング80が用いられる。この挾持リング80には、管周方向で二分割された半円弧状の分割リング80Aが備えられている。この一対の分割リング80Aは、それの管周方向の両端部に設けられた連結片80B同士をボルト81で締め付け連結することにより、受口2Aの屈曲部位に強固に挟持固定される。
挾持リング80の管軸芯方向の一端面80aは、受口2Aの外周面2cにおけるテーパー状外周面部分2eに面当たり状態で当接するテーパー状端面に構成されている。挾持リング80の管軸芯方向の他端面80bは、分割リング80Aの管軸芯方向の他端面及び連結片80Bの管軸芯方向の他端面を含み、且つ、当接部材45の当接面45aに構成されている。継ぎ輪30の管軸芯方向他端側の側壁部30cの内面は、挾持リング80の他端面80bをもって構成される当接面45aに対して管軸芯方向から当接可能な当接面46に構成されている。継ぎ輪30の側壁部30cの内面をもって構成される当接面46と、挾持リング80の他端面80bをもって構成される当接面45aとは、管軸芯に対して直交する直交面に形成されている。
Eighth embodiment
In the structure for preventing separation of a pipe connection shown in Figure 12, the fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the socket 2A of the other fluid pipe 2 is composed of a K-shaped mechanical joint. In this structure for preventing separation of a pipe connection, an improvement is shown in the separation prevention means 40 which abuts and prevents the socket 2A of the other fluid pipe 2 and the collar 30 from moving relative to each other beyond a certain level.
In the separation movement prevention means 40 of this embodiment, a metal clamping ring 80 having a split structure (two-split structure in this embodiment) that can be detachably clamped and fixed from the outside in the pipe diameter direction to the bent portion extending from the tapered outer peripheral surface portion 2e to the straight outer peripheral surface portion 2f on the outer peripheral surface 2c of the socket 2A is used as an example of the abutment member 45 fixed to the socket 2A side of the other fluid pipe 2. The clamping ring 80 is provided with a semicircular split ring 80A that is split into two in the pipe circumferential direction. The pair of split rings 80A are firmly clamped and fixed to the bent portion of the socket 2A by fastening and connecting connecting pieces 80B provided on both ends in the pipe circumferential direction with bolts 81.
One end surface 80a of the clamping ring 80 in the pipe axis direction is configured as a tapered end surface that abuts on the tapered outer peripheral surface portion 2e of the outer peripheral surface 2c of the socket 2A in a face-to-face contact state. The other end surface 80b of the clamping ring 80 in the pipe axis direction includes the other end surface of the split ring 80A in the pipe axis direction and the other end surface of the connecting piece 80B in the pipe axis direction, and is configured as the abutment surface 45a of the abutment member 45. The inner surface of the side wall portion 30c on the other end side in the pipe axis direction of the joint ring 30 is configured as the abutment surface 46 that can abut from the pipe axis direction against the abutment surface 45a configured by the other end surface 80b of the clamping ring 80. The abutment surface 46 configured by the inner surface of the side wall portion 30c of the joint ring 30 and the abutment surface 45a configured by the other end surface 80b of the clamping ring 80 are formed in an orthogonal plane perpendicular to the pipe axis.

そして、一方の流体管1の挿口1Aと他方の流体管2の受口2Aとの嵌合接続部20に地震や不同沈下等に起因する離脱力が作用したとき、継ぎ輪30の他端側の側壁部30cの内面に形成された当接面46が、受口2Aの外周面2cにおける屈曲部位に挾持固定されている挾持リング80の当接面45aに管軸芯方向から当接する。挾持リング80のテーパー状の一端面80aは、受口2Aの外周面2cにおけるテーパー状外周面部分2eに管軸芯方向から面当たり状態で当接し、離脱力を強固に受止めることができる。それでいて、継ぎ輪30の当接面46と挾持リング80の当接面45aとは、管軸芯に対する直交方向に沿った面当たり状態にあるため、当接時に継ぎ輪30に作用する分割接合部の押し開き力を小さくして、継ぎ輪30の分割接合部での密封性低下(第2シール部材37の面圧低下)を抑制することができる。
尚、その他の構成は、第1実施形態で説明した構成と同一であるから、同一の構成箇所には、第1実施形態と同一の番号を付記してそれの説明は省略する。
When a separation force due to an earthquake, uneven settlement, or the like acts on the fitting connection 20 between the insertion port 1A of one fluid pipe 1 and the receiving port 2A of the other fluid pipe 2, the abutment surface 46 formed on the inner surface of the side wall portion 30c on the other end side of the joint ring 30 abuts from the pipe axial direction against the abutment surface 45a of the clamping ring 80 that is clamped and fixed to the bent portion of the outer circumferential surface 2c of the receiving port 2A. The tapered one end face 80a of the clamping ring 80 abuts in a face-to-face state from the pipe axial direction against the tapered outer circumferential surface portion 2e of the outer circumferential surface 2c of the receiving port 2A, and can firmly withstand the separation force. At the same time, since the abutment surface 46 of the collar 30 and the abutment surface 45a of the clamping ring 80 are in a face-to-face contact state along a direction perpendicular to the pipe axis, the pushing-open force acting on the split joint of the collar 30 during abutment is reduced, thereby suppressing a decrease in sealing performance at the split joint of the collar 30 (a decrease in the surface pressure of the second seal member 37).
The other configurations are the same as those described in the first embodiment, so the same components are given the same reference numbers as in the first embodiment and the description thereof is omitted.

〔その他の実施形態〕
(1)上述の第1実施形態では、図3に示すように、K形のメカニカル継手のT頭ボルト23の先端を、継ぎ輪30の一端側の側壁部30bの内面に当接又は近接させた組付け初期状態において、継ぎ輪30の離脱阻止部41の当接面41aが受口2Aの外周面2cのテーパー状当接部位2dとの間に伸縮代を形成したが、この伸縮代を削減又は少なく構成してもよい。
Other embodiments
(1) In the first embodiment described above, as shown in FIG. 3, in the initial assembly state in which the tip of the T-head bolt 23 of the K-type mechanical joint is in contact with or close to the inner surface of the side wall portion 30b at one end of the joint ring 30, an expansion allowance is formed between the abutment surface 41a of the separation prevention portion 41 of the joint ring 30 and the tapered abutment portion 2d of the outer peripheral surface 2c of the socket 2A. However, this expansion allowance may be reduced or made smaller.

(2)上述の第1実施形態では、継ぎ輪30の他端側の管支持部30eの内周面側に形成された離脱阻止部41の当接面41aを、受口2Aの外周面2cのテーパー状当接部位2dに直接に当接させるように構成したが、離脱阻止部41の当接面41aに弾性体を設けて構成してもよい。 (2) In the first embodiment described above, the contact surface 41a of the separation prevention portion 41 formed on the inner peripheral surface side of the pipe support portion 30e on the other end side of the joint ring 30 is configured to directly contact the tapered contact portion 2d of the outer peripheral surface 2c of the receiving port 2A, but the contact surface 41a of the separation prevention portion 41 may be configured with an elastic body.

(3)上述の第1実施形態では、耐震補強金具50の連結部52を、一端側の管支持部30dの外周面に形成された径方向外方に開口する環状の係合凹部53と、当該係合凹部53に対して管径方向外方側から係脱自在に係合される係合突起54から構成したが、この構成に限定されるものではない。例えば、耐震補強金具50の連結部52を、継ぎ輪30の一端側の管支持部30dと両分割挟持部材51とを固定連結するボルト・ナットから構成してもよい。 (3) In the first embodiment described above, the connecting portion 52 of the earthquake-resistant reinforcing bracket 50 is configured from an annular engaging recess 53 that is formed on the outer circumferential surface of the pipe support portion 30d at one end and opens radially outward, and an engaging protrusion 54 that is freely engaged and disengaged with the engaging recess 53 from the outer side in the pipe radial direction, but is not limited to this configuration. For example, the connecting portion 52 of the earthquake-resistant reinforcing bracket 50 may be configured from a bolt and nut that fixedly connects the pipe support portion 30d at one end of the joint ring 30 to both split clamping members 51.

1 一方の管部(流体管)
1A 挿口
2 他方の管部(流体管)
2A 受口
2c 外周面
2e テーパー状外周面部分
2f ストレート状外周面部分
20 嵌合接続部
30 継ぎ輪
30c 側壁部
30d 一端側の管支持部
30e 他端側の管支持部
35 シール部
36 シール保持溝
40 離脱移動阻止手段
41 離脱阻止部
41a 当接面
43 弾性シール材
45 当接部材
45a 当接面
50 補強固定手段(耐震補強金具)
52 連結部
53 係合凹部
54 係合突起
55 抜止部
70 当接バンド(当接部材)
71 受口バンド(当接部材)
80 挾持リング(当接部材)


1. One pipe section (fluid pipe)
1A Inlet 2 Other pipe section (fluid pipe)
2A Socket 2c Outer circumferential surface 2e Tapered outer circumferential surface portion 2f Straight outer circumferential surface portion 20 Fitting connection portion 30 Joint ring 30c Side wall portion 30d Tube support portion on one end side 30e Tube support portion on the other end side 35 Seal portion 36 Seal retaining groove 40 Separation prevention means 41 Separation prevention portion 41a Contact surface 43 Elastic seal material 45 Contact member 45a Contact surface 50 Reinforcement fixing means (earthquake-resistant reinforcement metal fitting)
52 Connecting portion 53 Engagement recess 54 Engagement protrusion 55 Removal prevention portion 70 Contact band (contact member)
71 Socket band (contact member)
80 Clamping ring (contact member)


Claims (5)

一方の管部の挿口と他方の管部の受口との嵌合接続部を密封状態で囲繞する分割構造の継ぎ輪が前記両管部に亘って外装され、前記挿口に対して管径方向から挟持固定される分割構造の分割挟持部材を備えた補強固定手段が設けられ、前記分割挟持部材には、前記継ぎ輪の一端側の管支持部に対する前記挿口の離脱移動に連れて前記挿口の外周面との間での抜止め抵抗が増大する抜止部と、前記継ぎ輪の一端側の前記管支持部に固定連結する連結部とが備えられている管接続部の離脱防止構造であって、
前記継ぎ輪の一端側の前記管支持部には、管径方向内方に向かって開口する環状空間を備えた延長管支持部が形成され、前記補強固定手段の前記連結部には、前記延長管支持部を含む一端側の前記管支持部の外周面側に形成された係合凹部と、前記係合凹部に対して管径方向外方から係合する状態で前記分割挟持部材に設けられた係合突起と、が備えられ、前記継ぎ輪と前記受口側との管軸芯方向で相対向する部位には、前記受口側の当接部と前記継ぎ輪との当接によって一定以上の相対離脱移動を阻止する離脱移動阻止手段が設けられている管接続部の離脱防止構造。
a split joint ring that surrounds in a sealed state a fitting connection between an insertion port of one pipe portion and a receiving port of the other pipe portion and is fitted over both pipe portions ; a reinforcing and fixing means is provided that has a split clamping member of a split structure that is clamped and fixed to the insertion port in a pipe diameter direction; the split clamping member is provided with a pull-out prevention portion that increases in pull-out prevention resistance between the split clamping member and an outer peripheral surface of the insertion port as the insertion port moves away from the pipe support portion on one end of the joint ring, and a connecting portion that is fixedly connected to the pipe support portion on one end of the joint ring ,
A detachment prevention structure for a pipe connection portion, in which the pipe support portion on one end side of the connecting ring is formed with an extension pipe support portion having an annular space opening toward the inside in the pipe diameter direction, and the connecting portion of the reinforcing fixing means is provided with an engagement recess formed on the outer surface of the pipe support portion on one end side including the extension pipe support portion, and an engagement protrusion provided on the split clamping member in a state in which it engages with the engagement recess from the outside in the pipe diameter direction, and a detachment movement prevention means is provided at the portion opposing the connecting ring and the receiving port side in the pipe axial direction, which prevents relative detachment movement beyond a certain level by abutment between the connecting ring and the abutment portion on the receiving port side.
前記延長管支持部の外側端部には、前記環状空間及び前記係合凹部の各外端側を区画する状態で管径方向内方及び外方に突出する外側壁が形成されている請求項1記載の管接続部の離脱防止構造。 A pipe connection portion separation prevention structure as described in claim 1, wherein an outer wall is formed at the outer end of the extension pipe support portion, protruding inward and outward in the pipe radial direction while partitioning the outer end sides of the annular space and the engagement recess. 前記継ぎ輪の一端側の前記管支持部の内周面と一方の前記管部の外周面との間を密封するシール部が設けられ、前記シール部は、前記継ぎ輪の分割継ぎ輪ケースの各々に形成された環状のシール保持溝に第2シール部材を装着して構成され、一端側の前記管支持部の内周面に形成される前記シール保持溝の管周方向シール溝部分と前記環状空間は、区画壁で区画されている請求項記載の管接続部の離脱防止構造。 3. A structure for preventing separation of a pipe connection portion as described in claim 2, wherein a seal portion is provided to seal between the inner circumferential surface of the pipe support portion on one end side of the collar and the outer circumferential surface of one of the pipe portions, the seal portion being configured by fitting a second seal member into annular seal retaining grooves formed in each of the split collar cases of the collar, and a pipe circumferential seal groove portion of the seal retaining groove formed on the inner circumferential surface of the pipe support portion on one end side and the annular space are partitioned by a partition wall . 前記継ぎ輪の他端側の前記管支持部における外端側には、管径方向内方及び外方に突出する外側壁が形成されている請求項2又は3記載の管接続部の離脱防止構造。4. A pipe connection section separation prevention structure according to claim 2, wherein an outer wall is formed on an outer end side of said pipe support section on the other end side of said joint ring, said outer wall projecting inwardly and outwardly in a pipe diameter direction. 前記離脱移動阻止手段は、前記継ぎ輪の管軸芯方向他端側の側壁部の内面に形成された当接面と、これに管軸芯方向で相対向する状態で前記受口側に固定された当接部材とを備え、前記側壁部の前記当接面は、管軸芯に対して直交する直交面に形成され、前記当接部材の前記当接部は、前記側壁部の前記当接面に対して管軸芯方向から面当たりで当接する当接面に形成されている請求項1~4のいずれか1項に記載の管接続部の離脱防止構造。The detachment prevention structure for a pipe connection portion according to any one of claims 1 to 4, wherein the detachment prevention means comprises an abutment surface formed on the inner surface of a side wall portion on the other end side of the connecting ring in the pipe axis direction, and an abutment member fixed to the receiving port side in a state facing the abutment surface in the pipe axis direction, the abutment surface of the side wall portion being formed on an orthogonal plane perpendicular to the pipe axis, and the abutment portion of the abutment member being formed on an abutment surface that abuts against the abutment surface of the side wall portion in a surface-to-surface manner from the pipe axis direction.
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