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JP5379649B2 - Steel pipe fittings - Google Patents

Steel pipe fittings Download PDF

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Publication number
JP5379649B2
JP5379649B2 JP2009249258A JP2009249258A JP5379649B2 JP 5379649 B2 JP5379649 B2 JP 5379649B2 JP 2009249258 A JP2009249258 A JP 2009249258A JP 2009249258 A JP2009249258 A JP 2009249258A JP 5379649 B2 JP5379649 B2 JP 5379649B2
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stopper ring
steel pipes
pipe
screwed
peripheral surface
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JP2011094704A (en
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喜浩 西
寛 田村
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Kyosei Corp
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Kyosei Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To simplify and facilitate pipe connection work while suppressing the corrosion of end faces of both steel pipes screwed to a joint body, and to easily and economically cope with even the case that there is a need to change screw connection lengths of both the steel pipes. <P>SOLUTION: A female screw 2A into which male screws 1A of both steel pipes 1 can be freely screwed from both sides in a pipe axial direction is formed on an inner peripheral surface of the hollow cylindrical joint body 2, one stopper ring 3 formed with an abutment face 3a abutted by end faces 1a of both screwed steel pipes 1 from the pipe axial direction, and a male screw 3A freely screwed into the female screw 2A of the joint body 2 is screwed to the female screw 2A of the joint body 2; and elastic seal materials 4 capable of abutting on the end face 1a of the steel pipe 1 from the pipe axial direction are provided on both abutment faces 3a of the stopper ring 3. An inner diameter of the stopper ring 3 is formed the same as or larger than an inner diameter of the steel pipe 1. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

本発明は、電線や光ファイバーケーブル等のケーブル類を挿通する保護管などとして用いられる鋼管同士を接続する管継手に関する。   The present invention relates to a pipe joint for connecting steel pipes used as protective pipes for inserting cables such as electric wires and optical fiber cables.

従来の鋼管用管継手では、中空筒状の継手本体の内周面に、両鋼管の端部外周面に形成された雄ネジ部が管軸芯方向の両側から螺合接続自在な一対の雌ネジ部と、両雌ネジ部の隣接間において鋼管の内径と同じ内径で径方向内方に突出する円環状壁部とが形成され、前記継手本体の両雌ネジ部に螺合された両鋼管の端面と前記継手本体の円環状壁部の環状側面との対向面間には、螺合操作される鋼管の端面で圧縮される環状パッキンが介装されているとともに、前記円環状壁部の内周面には、合成樹脂製の防食被覆層が形成されている(特許文献1参照)。   In conventional pipe joints for steel pipes, a pair of female threads that can be screwed and connected from both sides in the pipe axis direction are formed on the inner peripheral face of the hollow tubular joint body on the outer peripheral faces of the ends of both steel pipes. Both steel pipes formed with a threaded portion and an annular wall portion projecting radially inward with the same inner diameter as the inner diameter of the steel pipe between the adjacent female threaded portions and screwed into the both female threaded portions of the joint body An annular packing that is compressed by an end surface of a steel pipe to be screwed is interposed between opposed surfaces of the end surface of the joint body and the annular side surface of the annular wall portion of the joint body. An anti-corrosion coating layer made of synthetic resin is formed on the inner peripheral surface (see Patent Document 1).

特開平4−69484号公報Japanese Patent Laid-Open No. 4-69484

従来の鋼管用管継手では、継手本体の両雌ネジ部に螺合された両鋼管の端面と継手本体の円環状壁部の環状側面との対向面間で環状パッキンを圧縮挾持することにより、両鋼管の端面と継手本体の円環状壁部との間を密封処理することができるとともに、両鋼管の端面が管内に侵入した又は管内を流動する液体との接触に起因する腐食を抑制することができる利点がある。   In conventional pipe joints for steel pipes, by compressing and holding an annular packing between opposing faces of the end faces of both steel pipes screwed into both female threaded parts of the joint body and the annular side surface of the annular wall part of the joint body, It is possible to seal between the end surfaces of both steel pipes and the annular wall of the joint body, and to suppress corrosion caused by contact between the end surfaces of both steel pipes entering the pipes or flowing in the pipes There is an advantage that can be.

しかし、鋼管用管継手の管接続作業工程をみると、前記両鋼管を螺合接続する前に、前記継手本体内の円環状壁部の両環状側面に沿う位置に環状パッキンを配置する必要があるが、この環状パッキンの外径が継手本体の雌ネジ部の谷径と同一又は若干大径に構成されているため、環状パッキンの外周が雌ネジ部の山部に引っ掛かって装着に手間取り易い。   However, when looking at the pipe connection work process of the pipe joint for steel pipes, it is necessary to arrange an annular packing at a position along both annular side surfaces of the annular wall portion in the joint body before the both steel pipes are screwed together. However, since the outer diameter of the annular packing is configured to be the same as or slightly larger than the valley diameter of the female threaded portion of the joint body, the outer periphery of the annular packing is easily caught by the threaded portion of the female threaded portion. .

さらに、前記継手本体の両雌ネジ部は円環状壁部で分断されているため、継手本体と鋼管との螺合接続長さが常に一定に構成されている。そのため、継手本体が配管経路脇の固定部材と干渉しない位置にずらすなど、継手本体と鋼管との接続強度を維持できる範囲内で両鋼管の螺合接続長さを変更する必要が生じた場合には対応することができない不都合がある。   Furthermore, since both the female thread portions of the joint body are divided by the annular wall portion, the screw connection length between the joint body and the steel pipe is always constant. Therefore, when it is necessary to change the screw connection length of both steel pipes within the range where the connection strength between the joint body and the steel pipe can be maintained, such as shifting the joint body to a position where it does not interfere with the fixing member beside the piping path. There is an inconvenience that cannot be dealt with.

また、前記環状パッキンの無負荷時における内径は、鋼管の内周面に形成された合成樹脂製のライニング層の内径と同一径に構成されているため、螺合操作される鋼管の端面での押圧作用に伴って環状パッキンが管内側に張り出す状態で膨出変形し、この管内側に張り出した環状パッキンの膨出変形部がケーブル類の挿通作業の邪魔になる不都合がある。   In addition, the inner diameter of the annular packing at the time of no load is the same as the inner diameter of the synthetic resin lining layer formed on the inner peripheral surface of the steel pipe. Along with the pressing action, the annular packing bulges and deforms in a state of projecting to the inner side of the pipe, and the bulging deformed portion of the annular packing that projects to the inner side of the pipe has an inconvenience of interfering with the cables.

本発明は、上述の実状に鑑みて為されたものであって、その主たる課題は、継手本体に螺合接続された両鋼管の端面の腐食を抑止しながら管接続作業の簡素化、容易化を図ることができ、しかも、両鋼管の螺合接続長さを変更する必要が生じた場合でも簡単且つ経済的に対応することのできる鋼管用管継手を提供する点にある。   The present invention has been made in view of the above-described situation, and its main problem is to simplify and facilitate pipe connection work while suppressing corrosion of the end faces of both steel pipes screwed to the joint body. In addition, the present invention is to provide a pipe joint for a steel pipe that can easily and economically cope with the need to change the threaded connection length of both steel pipes.

本発明による第1の特徴構成は、中空筒状の継手本体の内周面に、両鋼管の端部外周面に形成された雄ネジ部が管軸芯方向の両側から螺合接続自在な雌ネジ部が形成され、この継手本体の雌ネジ部には、螺合接続される両鋼管の端面が管軸芯方向から当接する当り面と、前記継手本体の雌ネジ部に螺合自在な雄ネジ部とを形成してある一つのストッパーリングが螺合装着されているとともに、前記ストッパーリングの両当り面には、鋼管の端面に対して管軸芯方向から当接可能な弾性シール材が設けられ、さらに、前記ストッパーリングの内径が、前記鋼管の内径と略同一又はそれよりも大径に構成されている点にある。   According to a first characteristic configuration of the present invention, a male threaded portion formed on the outer peripheral surface of the ends of both steel pipes can be screwed and connected from both sides in the tube axis direction on the inner peripheral surface of the hollow tubular joint body. A threaded portion is formed, and the female threaded portion of the joint body has a male surface that can be screwed into the female threaded portion of the joint body, and a contact surface where the end surfaces of both steel pipes to be screwed and connected come into contact with each other from the tube axis direction. One stopper ring forming a threaded portion is screwed and attached, and an elastic sealing material capable of coming into contact with the end surface of the steel pipe from the tube axis direction is provided on both contact surfaces of the stopper ring. Further, the stopper ring has an inner diameter that is substantially the same as or larger than the inner diameter of the steel pipe.

上記構成によれば、前記両鋼管を接続する場合、継手本体の雌ネジ部の所定位置にストッパーリングを螺合装着し、この状態で両鋼管の雄ネジ部を継手本体の雌ネジ部に対して管軸芯方向の両側から螺合接続することにより、ストッパーリングの両当り面に設けられた弾性シール材に対して各鋼管の端面が管軸芯方向から押圧状態で当接し、両鋼管の端面とストッパーリングとの間を密封処理することができるとともに、両鋼管の端面が管内に侵入した又は管内を流動する液体との接触に起因する腐食を抑制することができる。   According to the above configuration, when connecting both the steel pipes, the stopper ring is screwed and attached to a predetermined position of the female thread part of the joint body, and in this state, the male thread part of both steel pipes is connected to the female thread part of the joint body. By screwing and connecting from both sides in the tube axis direction, the end surfaces of each steel pipe abut against the elastic seal material provided on both contact surfaces of the stopper ring in the pressed state from the tube axis direction, It is possible to seal between the end face and the stopper ring, and it is possible to suppress corrosion caused by contact between the end faces of both steel pipes entering the pipes or flowing in the pipes.

しかも、前記ストッパーリングの両当り面には弾性シール材が予め設けられているので、鋼管用管継手の管接続作業工程としては、前記ストッパーリングの螺合操作と両鋼管の螺合操作だけで済み、従来のように、環状パッキンの外周が雌ネジ部の山部に引っ掛かって装着に手間取るという問題が発生することはない。   In addition, since the elastic sealing material is provided in advance on both contact surfaces of the stopper ring, only the stopper ring screwing operation and the two steel pipe screwing operations are used as the pipe connecting work process of the steel pipe joint. As in the prior art, there is no problem that the outer periphery of the annular packing is caught by the crests of the female screw portion and troublesome in mounting.

さらに、前記継手本体を配管経路脇の固定部材と干渉しない位置にずらすなど、継手本体と鋼管との接続強度を維持できる範囲内で両鋼管の螺合接続長さを変更する必要が生じた場合には、前記ストッパーリングを回転操作するだけで、当該ストッパーリングの取付け位置を管軸芯方向に自由に変更することができる。   Furthermore, when it is necessary to change the threaded connection length of both steel pipes within a range that can maintain the connection strength between the joint body and the steel pipe, such as shifting the joint body to a position that does not interfere with the fixing member beside the piping path In this case, it is possible to freely change the mounting position of the stopper ring in the direction of the tube axis by simply rotating the stopper ring.

さらにまた、前記ストッパーリングの内径を前記鋼管の内径と略同一又はそれよりも大径に構成してあるので、前記ストッパーリングの内周面が鋼管の内周よりも突出することが無い又は突出するとしても微少であり、両鋼管の螺合接続長さを変更可能なストッパーリングが管内横断面積を実質的に減少することはない。   Furthermore, since the inner diameter of the stopper ring is configured to be substantially the same as or larger than the inner diameter of the steel pipe, the inner peripheral surface of the stopper ring does not protrude from the inner periphery of the steel pipe or protrudes. Even so, the stopper ring capable of changing the threaded connection length of both steel pipes does not substantially reduce the cross-sectional area in the pipe.

したがって、継手本体に螺合接続された両鋼管の端面の腐食及び管内横断面積の減少を抑制しながら管接続作業の簡素化、容易化を図ることができ、しかも、両鋼管の螺合接続長さを変更する必要が生じた場合でも簡単且つ経済的に対応することができる。   Therefore, it is possible to simplify and simplify the pipe connection work while suppressing the corrosion of the end faces of both steel pipes screwed to the joint body and the reduction of the cross-sectional area in the pipe, and the screw connection length of both steel pipes. Even if it is necessary to change the height, it can be easily and economically handled.

本発明による第2の特徴構成は、前記ストッパーリングの内周面全体を被覆する防蝕被覆材が、前記両弾性シール材に連続する状態で層状に形成されている点にある。   A second characteristic configuration according to the present invention is that a corrosion-resistant coating material that covers the entire inner peripheral surface of the stopper ring is formed in a layered manner in a state of being continuous with the two elastic sealing materials.

上記構成によれば、管内に侵入した又は管内を流動する液体と接触する前記ストッパーリングの内周面の腐食を抑制することができるとともに、この防蝕被覆材をストッパーリングの両当り面に設けられた弾性シール材と一体化することによって、防蝕被覆材及び両弾性シール材の剥離を抑制することができる。   According to the above configuration, the corrosion of the inner peripheral surface of the stopper ring that enters the pipe or contacts the liquid flowing in the pipe can be suppressed, and the anticorrosion coating material is provided on both contact surfaces of the stopper ring. By integrating with the elastic sealing material, peeling of the anticorrosion coating material and both elastic sealing materials can be suppressed.

本発明による第3の特徴構成は、前記両弾性シール材の無負荷時における内径が鋼管の内径と略同径又はそれよりも大径に構成されている点にある。   A third characteristic configuration according to the present invention lies in that the inner diameters of the two elastic sealing materials when not loaded are substantially the same as or larger than the inner diameter of the steel pipe.

上記構成によれば、前記ストッパーリングの当り面に設けられた弾性シール材に対して鋼管の端面が管軸芯方向から圧接された際、両鋼管の端面側の内径が公差範囲で小径側に変動しても、前記弾性シール材の管内側への張り出しによって両鋼管の端面を確実に密封処理することができる。
特に、前記両弾性シール材の無負荷時における内径が鋼管の内径よりも大径に構成されている場合には、弾性シール材の内周面が鋼管の内周面よりも径方向外方側に窪んだ分だけ、前記弾性シール材の管内側への張り出し量が少なくなり、管内側に張り出した弾性シール材の膨出変形部がケーブル類の挿通作業の邪魔になることを抑制することができる。
According to the above configuration, when the end surfaces of the steel pipes are pressed from the axial direction of the pipe against the elastic sealing material provided on the contact surface of the stopper ring, the inner diameters of the end faces of both the steel pipes are set to the small diameter side within the tolerance range. Even if it fluctuates, the end surfaces of both steel pipes can be reliably sealed by the projecting of the elastic sealing material to the inside of the pipe.
In particular, when the inner diameter of the two elastic sealing materials is set to be larger than the inner diameter of the steel pipe, the inner peripheral surface of the elastic sealing material is radially outward from the inner peripheral surface of the steel pipe. The amount of protrusion of the elastic sealing material to the inner side of the tube is reduced by the amount of depression, and the bulging deformation part of the elastic sealing material protruding to the inner side of the tube can be prevented from interfering with the insertion work of cables. it can.

本発明による第4の特徴構成は、前記弾性シール材が、前記ストッパーリングの当り面における径方向内方側に配置されているとともに、前記ストッパーリングの内周面における管軸芯方向両端部には、前記弾性シール材を管軸芯方向の外方側に突出する状態で設けるための環状装着溝が形成されている点にある。   According to a fourth characteristic configuration of the present invention, the elastic sealing material is disposed on a radially inward side of the contact surface of the stopper ring, and at both ends in the tube axis direction on the inner peripheral surface of the stopper ring. Is that an annular mounting groove is provided for providing the elastic sealing material in a state of protruding outward in the tube axis direction.

上記構成によれば、前記ストッパーリングの両当り面の径方向内方側に配置されている弾性シール材に対して鋼管の端面が管軸芯方向から圧接されると、ストッパーリングの内周面の端部に形成されている環状装着溝内において弾性シール材が圧縮され、最終的には鋼管の端面がストッパーリングの当り面における径方向外方側部位に当接し、それ以上の弾性シール材の圧縮は阻止される。
それ故に、作業者の熟練度に関係なく弾性シール材の圧縮状態を一定に維持することができる。
According to the above configuration, when the end surface of the steel pipe is pressed from the axial direction of the tube against the elastic sealing material arranged on the radially inner side of the both contact surfaces of the stopper ring, the inner peripheral surface of the stopper ring The elastic sealing material is compressed in the annular mounting groove formed at the end of the steel tube, and finally the end surface of the steel pipe abuts against the radially outer side portion of the contact surface of the stopper ring, and more elastic sealing material Compression is prevented.
Therefore, the compression state of the elastic sealing material can be kept constant regardless of the skill level of the operator.

本発明の鋼管用管継手の第1実施形態を示す非接続時の半断面図The half sectional view at the time of non-connection which shows a 1st embodiment of the pipe joint for steel pipes of the present invention 鋼管接続時の断面図Sectional view when connecting steel pipe ストッパーリングの要部の拡大分解断面図Enlarged exploded sectional view of the main part of the stopper ring ストッパーリングの位置を変更した時の断面図Sectional view when changing the position of the stopper ring

〔第1実施形態〕
図1〜図4は、電線や光ファイバー等のケーブル類を挿通する保護管等として用いられる二本の鋼管1を同芯状態で接続する管継手を示し、中空円筒状の金属製の継手本体2の内周面全域に、両鋼管1の端部外周面に形成された平行ネジの雄ネジ部1Aが管軸芯方向の両側から螺合接続自在な雌ネジ部2Aが形成され、この継手本体2の雌ネジ部2Aには、螺合接続される両鋼管1の端面1aが管軸芯方向の両側から当接する両当り面3aと、前記継手本体2の雌ネジ部2Aに螺合自在な雄ネジ部3Aとを形成してある一つの金属製のストッパーリング3が螺合装着されているとともに、前記ストッパーリング3の両当り面3aには、鋼管1の端面1aに対して管軸芯方向から当接可能な弾性シール材4が設けられている。
[First Embodiment]
1 to 4 show a pipe joint for connecting two steel pipes 1 used as protective pipes through which cables such as electric wires and optical fibers are inserted in a concentric state, and a hollow cylindrical metal joint body 2 A female screw portion 2A is formed in the entire inner peripheral surface of the steel pipe 1 so that the male screw portion 1A of the parallel screw formed on the outer peripheral surface of the ends of both steel pipes 1 can be screwed and connected from both sides in the tube axis direction. The two female threaded portions 2A are threadably connectable to both contact surfaces 3a where the end surfaces 1a of both steel pipes 1 to be screwed and connected come into contact with both sides in the tube axis direction and the female threaded portion 2A of the joint body 2. A single metal stopper ring 3 forming a male threaded portion 3A is screwed and attached, and both end faces 3a of the stopper ring 3 are tube axis cores with respect to the end surface 1a of the steel pipe 1. An elastic sealing material 4 capable of contacting from the direction is provided.

前記ストッパーリング3の内周面3bには、これの全域を被覆する防蝕被覆材5が、前記両弾性シール材4に連続する状態で層状に形成され、この防蝕被覆材5と両弾性シール材4とは同一のシール材料(例えば、天然ゴム、二トリルゴム、シリコーンゴム、アクリルゴム、クロロプレンゴム、スチレンブタジエンゴム、フッ素ゴム、エチレンプロピレンゴム等がある)で一体形成され、前記ストッパーリング3に対して焼付けや接着剤等で接着されている。   On the inner peripheral surface 3 b of the stopper ring 3, a corrosion-resistant coating material 5 that covers the entire area of the stopper ring 3 is formed in layers so as to be continuous with the two elastic sealing materials 4, and the corrosion-resistant coating material 5 and both elastic sealing materials. 4 is integrally formed with the same sealing material (for example, natural rubber, nitrile rubber, silicone rubber, acrylic rubber, chloroprene rubber, styrene butadiene rubber, fluorine rubber, ethylene propylene rubber, etc.) It is bonded by baking or adhesive.

前記防蝕被覆材5と両弾性シール材4とを一体化することにより、防蝕被覆材5及び両弾性シール材4の剥離を抑制することができるとともに、ストッパーリング3の腐食を抑制することができる。   By integrating the anti-corrosion coating material 5 and both elastic sealing materials 4, it is possible to suppress peeling of the anti-corrosion coating material 5 and both elastic sealing materials 4 and to suppress corrosion of the stopper ring 3. .

前記弾性シール材4は、前記ストッパーリング3の当り面3aにおける径方向内方側に配置されているとともに、前記ストッパーリング3の内周面3bにおける管軸芯方向両端部には、前記弾性シール材4を管軸芯方向の外方側に突出する状態で設けるための第1環状装着溝3cが形成され、さらに、前記ストッパーリング3の内周面3bにおける管軸芯方向中央部には、前記防蝕被覆材5の管軸芯方向中央部分5aが径方向外方側に入り込む第2環状装着溝3dが形成されている。   The elastic seal material 4 is disposed on the radially inner side of the contact surface 3a of the stopper ring 3, and the elastic seal material 4 is disposed at both ends of the inner peripheral surface 3b of the stopper ring 3 in the tube axis direction. A first annular mounting groove 3c for forming the material 4 so as to protrude outward in the tube axis direction is formed, and further, in the tube axis direction center portion of the inner peripheral surface 3b of the stopper ring 3, A second annular mounting groove 3d is formed in which the central portion 5a in the tube axis direction of the corrosion-resistant coating material 5 enters the radially outward side.

前記第1環状装着溝3cによって弾性シール材4とストッパーリング3との接着面積が増大し、且つ、前記第2環状装着溝3dによって防蝕被覆材5とストッパーリング3との接着面積が増大するため、防蝕被覆材5及び両弾性シール材4の剥離を抑制することができる。   The first annular mounting groove 3c increases the adhesion area between the elastic seal material 4 and the stopper ring 3, and the second annular mounting groove 3d increases the adhesion area between the anticorrosion coating material 5 and the stopper ring 3. The peeling of the anticorrosion coating material 5 and the elastic seal material 4 can be suppressed.

前記両弾性シール材4の無負荷状時における内周面の内径及び防蝕被覆材5の無負荷時における内周面の内径が、鋼管1の内周面に形成された合成樹脂製のライニング層1Bの内径よりも大径で、且つ鋼管1の原管の外径よりも小に構成されているとともに、前記ストッパーリング3の内周面3bの内径が鋼管1の原管の外径と同一又は略同一に構成されている。   A synthetic resin lining layer in which the inner diameter of the inner peripheral surface of the elastic sealing material 4 in an unloaded state and the inner diameter of the inner peripheral surface of the anticorrosion coating material 5 in an unloaded state are formed on the inner peripheral surface of the steel pipe 1. The inner diameter of the inner surface 3b of the stopper ring 3 is the same as the outer diameter of the original pipe of the steel pipe 1 and is configured to be larger than the inner diameter of 1B and smaller than the outer diameter of the original pipe of the steel pipe 1. Or it is comprised substantially the same.

前記鋼管1としては種々のものが存在するが、その一例を挙げると、原管である配管用炭素鋼鋼管の内周面に硬質塩化ビニル製のライニング層1Bが形成され、配管用炭素鋼鋼管の外周面に防錆塗装膜が形成された屋内用のライニング鋼管、原管である水道用亜鉛めっき鋼管の内周面に硬質塩化ビニル製のライニング層1Bが形成され、水道用亜鉛めっき鋼管の外周面に亜鉛めっき膜が形成された屋内又は屋外用のライニング鋼管、原管である配管用炭素鋼鋼管の内周面に硬質塩化ビニル製のライニング層1Bが形成され、配管用炭素鋼鋼管の外周面に硬質塩化ビニル膜が形成された屋外又は地中埋設用のライニング鋼管等がある。   There are various types of steel pipes 1. For example, a hard vinyl chloride lining layer 1B is formed on the inner peripheral surface of a pipe carbon steel pipe that is an original pipe, and the pipe carbon steel pipe is used. A lining layer 1B made of hard vinyl chloride is formed on the inner peripheral surface of a galvanized steel pipe for water supply, which is an original pipe, and a galvanized steel pipe for water supply. A lining layer 1B made of hard vinyl chloride is formed on the inner peripheral surface of the piping carbon steel pipe for piping, which is an indoor or outdoor galvanized film formed on the outer peripheral surface and the original pipe, and the carbon steel pipe for piping There are lining steel pipes for outdoor or underground burying with a hard polyvinyl chloride film formed on the outer peripheral surface.

上述の如く構成された管継手を用いて前記両鋼管1を接続する場合、前記継手本体2の雌ネジ部2Aの所定位置にストッパーリング3の雄ネジ部3Aを螺合装着し、この状態で両鋼管1の雄ネジ部1Aを継手本体2の雌ネジ部2Aに対して管軸芯方向の両側から螺合接続することにより、ストッパーリング3の両当り面3aに設けられた弾性シール材4に対して各鋼管1の端面1aが管軸芯方向から押圧状態で当接し、両鋼管1の端面1aとストッパーリング3の両当り面3aとの間を水密状態に密封処理することができるとともに、両鋼管1の端面1aの全体を密封することができる。   When connecting both the steel pipes 1 using the pipe joint configured as described above, the male thread part 3A of the stopper ring 3 is screwed and attached to a predetermined position of the female thread part 2A of the joint body 2, and in this state An elastic sealing material 4 provided on both contact surfaces 3a of the stopper ring 3 by screwing and connecting the male threaded portion 1A of both steel pipes 1 to the female threaded portion 2A of the joint body 2 from both sides in the tube axis direction. The end surfaces 1a of the steel pipes 1 abut against each other in a pressed state from the tube axis direction, and the space between the end surfaces 1a of both the steel pipes 1 and the contact surfaces 3a of the stopper rings 3 can be sealed in a watertight state. The whole end surface 1a of both the steel pipes 1 can be sealed.

そのため、例えば、電線や光ファイバー等のケーブル類を挿通する保護管において、その配管経路の所定位置に設けられたハンドホールに接続されている鋼管1の開口を通して、融雪剤、凍結防止剤として用いられる塩化カルシウムを含んだ雨水が鋼管1内に浸入して流動しても、鋼管1の内周面はライニング層1Bで保護され、鋼管1の端面1aはストッパーリング3の両当り面3aに設けられた弾性シール材4で保護されているので、鋼管の腐食を抑制することができる。   Therefore, for example, in a protective tube through which cables such as electric wires and optical fibers are inserted, it is used as a snow melting agent and an antifreeze agent through the opening of the steel pipe 1 connected to a hand hole provided at a predetermined position in the piping path. Even if rainwater containing calcium chloride enters and flows into the steel pipe 1, the inner peripheral surface of the steel pipe 1 is protected by the lining layer 1 </ b> B, and the end face 1 a of the steel pipe 1 is provided on both contact surfaces 3 a of the stopper ring 3. Since it is protected by the elastic sealing material 4, corrosion of the steel pipe can be suppressed.

前記継手本体2が配管経路脇の固定部材と干渉しない位置にずらすなど、継手本体2と鋼管1との接続強度を維持できる範囲内で両鋼管1の螺合接続長さを変更する必要が生じた場合には、図4に示すように、前記ストッパーリング3を回転操作するだけで、継手本体2に対するストッパーリング3の取付け位置を管軸芯方向に自由に変更することができる。   It is necessary to change the screw connection length of both the steel pipes 1 within a range in which the connection strength between the joint main body 2 and the steel pipe 1 can be maintained, such as shifting the joint main body 2 to a position where it does not interfere with the fixing member beside the piping path. In such a case, as shown in FIG. 4, the position where the stopper ring 3 is attached to the joint body 2 can be freely changed in the tube axis direction simply by rotating the stopper ring 3.

尚、当該第1実施形態の別実施形態として、前記両弾性シール材4の無負荷状時における内周面の内径及び防蝕被覆材5の無負荷時における内周面の内径を、鋼管1の内周面に形成された合成樹脂製のライニング層1Bの内径よりも僅かに小径又は同径に構成してもよい。   As another embodiment of the first embodiment, the inner diameter of the inner peripheral surface of the elastic sealing material 4 when no load is applied and the inner diameter of the inner peripheral surface of the anticorrosion coating material 5 when no load is applied are as follows. The synthetic resin lining layer 1 </ b> B formed on the inner peripheral surface may have a slightly smaller diameter or the same diameter.

さらに、前記ストッパーリング3の内周面3bに防蝕被覆材5が設けられていない場合には、前記トッパーリング3の内周面3bの内径を、鋼管1の内周面に形成された合成樹脂製のライニング層1Bの内径よりも僅かに小径又は同径に構成してもよい。   Further, in the case where the anticorrosion coating material 5 is not provided on the inner peripheral surface 3b of the stopper ring 3, the inner diameter of the inner peripheral surface 3b of the topper ring 3 is the synthetic resin formed on the inner peripheral surface of the steel pipe 1. The inner diameter of the made lining layer 1B may be slightly smaller or the same diameter.

〔その他の実施形態〕
(1)上述の第1実施形態では、前記ストッパーリング3の内周面3bに形成された防蝕被覆材5の内径を、前記鋼管1の内径よりも大径に構成したが、この防蝕被覆材5の内径を、前記鋼管1の内径と同一に構成してもよい。
また、前記防蝕被覆材5が設けられていない耐蝕材料製のストッパーリング3の場合には、このストッパーリング3の内径を、前記鋼管1の内径と同一又はそれよりも大径に構成してもよい。
[Other Embodiments]
(1) In the first embodiment described above, the inner diameter of the corrosion-resistant coating material 5 formed on the inner peripheral surface 3b of the stopper ring 3 is configured to be larger than the inner diameter of the steel pipe 1. The inner diameter of 5 may be the same as the inner diameter of the steel pipe 1.
Further, in the case of the stopper ring 3 made of a corrosion-resistant material not provided with the anti-corrosion coating material 5, the inner diameter of the stopper ring 3 may be the same as or larger than the inner diameter of the steel pipe 1. Good.

(2)上述の第1実施形態では、ハンドホールに接続されている鋼管1の開口を通して侵入した塩化カルシウムを含んだ雨水に起因する腐食を防止するために、管内側から防水、防食処理を施したが、管継手の外面側においても塩化カルシウムを含んだ雨水等に晒される可能性がある場合には、前記継手本体2の外周面及び管軸芯方向両側の端面に防蝕被覆層を形成するとともに、この継手本体2の端面から露出する両鋼管1の雄ネジ部1Aを水密状態で覆う防蝕カバーを装着する。   (2) In the first embodiment described above, in order to prevent corrosion caused by rainwater containing calcium chloride that has entered through the opening of the steel pipe 1 connected to the hand hole, waterproofing and anticorrosion treatment are performed from the inside of the pipe. However, when there is a possibility of exposure to rainwater containing calcium chloride on the outer surface side of the pipe joint, a corrosion-resistant coating layer is formed on the outer peripheral surface of the joint body 2 and the end faces on both sides in the pipe axis direction. At the same time, a corrosion protection cover that covers the male thread portion 1A of both steel pipes 1 exposed from the end face of the joint body 2 in a watertight state is attached.

(3)前記ストッパーリング3の端面で、且つ、弾性シール材4よりも径方向外方に偏倚した部位に、管軸芯方向から工具で回転操作可能な係止凹部を形成してもよい。   (3) A locking recess that can be rotated by a tool from the tube axis direction may be formed on the end face of the stopper ring 3 and at a portion that is biased radially outward from the elastic seal material 4.

1 鋼管
1A 雄ネジ部
1a 端面
2 継手本体
2A 雌ネジ部
3 ストッパーリング
3A 雄ネジ部
3a 当り面
3c 環状装着溝(第1環状装着溝)
4 弾性シール材
5 防蝕被覆材
DESCRIPTION OF SYMBOLS 1 Steel pipe 1A Male thread part 1a End surface 2 Joint main body 2A Female thread part 3 Stopper ring 3A Male thread part 3a Contact surface 3c Annular mounting groove (1st annular mounting groove)
4 Elastic seal material 5 Corrosion-resistant coating material

Claims (4)

中空筒状の継手本体の内周面に、両鋼管の端部外周面に形成された雄ネジ部が管軸芯方向の両側から螺合接続自在な雌ネジ部が形成され、この継手本体の雌ネジ部には、螺合接続される両鋼管の端面が管軸芯方向から当接する当り面と、前記継手本体の雌ネジ部に螺合自在な雄ネジ部とを形成してある一つのストッパーリングが螺合装着されているとともに、前記ストッパーリングの両当り面には、鋼管の端面に対して管軸芯方向から当接可能な弾性シール材が設けられ、さらに、前記ストッパーリングの内径が、前記鋼管の内径と略同一又はそれよりも大径に構成されている鋼管用管継手。   On the inner peripheral surface of the hollow tubular joint body, a female thread portion is formed in which the male thread portion formed on the outer peripheral surface of the ends of both steel pipes can be screwed and connected from both sides in the tube axis direction. The female screw part is formed with a contact surface where the end faces of both steel pipes to be screwed together contact from the tube axis direction and a male screw part that can be screwed into the female screw part of the joint body. The stopper ring is screwed and attached, and both contact surfaces of the stopper ring are provided with an elastic seal material that can come into contact with the end surface of the steel pipe from the tube axis direction, and further, the inner diameter of the stopper ring However, the pipe joint for steel pipes configured to be substantially the same as or larger than the inner diameter of the steel pipe. 前記ストッパーリングの内周面全体を被覆する防蝕被覆材が、前記両弾性シール材に連続する状態で層状に形成されている請求項1記載の鋼管用管継手。   The pipe joint for steel pipes of Claim 1 in which the corrosion-proof coating | covering material which coat | covers the whole internal peripheral surface of the said stopper ring is formed in the layer form in the state which follows the said both elastic sealing materials. 前記両弾性シール材の無負荷時における内径が、鋼管の内径と略同径又はそれよりも大径に構成されている請求項1又は2記載の鋼管用管継手。   3. The pipe joint for steel pipes according to claim 1, wherein an inner diameter of the both elastic sealing materials when not loaded is substantially the same as or larger than the inner diameter of the steel pipe. 前記弾性シール材が、前記ストッパーリングの当り面における径方向内方側に配置されているとともに、前記ストッパーリングの内周面における管軸芯方向両端部には、前記弾性シール材を管軸芯方向の外方側に突出する状態で設けるための環状装着溝が形成されている請求項1〜3のいずれか1項に記載の鋼管用管継手。   The elastic seal material is disposed on the radially inner side of the contact surface of the stopper ring, and the elastic seal material is disposed at both ends of the inner peripheral surface of the stopper ring in the tube axis direction. The pipe joint for steel pipes of any one of Claims 1-3 in which the cyclic | annular mounting groove for providing in the state protruded to the outward side of a direction is formed.
JP2009249258A 2009-10-29 2009-10-29 Steel pipe fittings Expired - Fee Related JP5379649B2 (en)

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