JP6605325B2 - Tubular structure - Google Patents

Tubular structure Download PDF

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JP6605325B2
JP6605325B2 JP2015254431A JP2015254431A JP6605325B2 JP 6605325 B2 JP6605325 B2 JP 6605325B2 JP 2015254431 A JP2015254431 A JP 2015254431A JP 2015254431 A JP2015254431 A JP 2015254431A JP 6605325 B2 JP6605325 B2 JP 6605325B2
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annular recess
fitting ring
ring
tubular member
tubular
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JP2017116053A (en
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進之助 西島
宏紀 冨村
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Nippon Steel Nisshin Co Ltd
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Nippon Steel Nisshin Co Ltd
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Description

本発明は、管状構造物に関する。   The present invention relates to a tubular structure.

従来、水道配管等の管状構造物として、ダグタイル鋳鉄管が多く用いられている。ダグタイル鋳鉄管は鋳物製であるため形状の自由度が高い。このため、多種多様な継手が存在し、適材適所に利用されている。
一方、水道配管等の管状構造物として、ステンレス鋼(SUS)も存在するが、継手の加工が容易でないため、特定の用途に限定されている。しかし、SUS管は、ダグタイル鋳鉄管と比べて耐用年数が長い。さらに、赤水、青水等の問題が発生しにくく、常温環境下では応力腐食割れが発生しないので、ランニングコストが安い。このため、今後、種々の用途へのSUS管の使用が求められている。
Conventionally, ductile cast iron pipes are often used as tubular structures such as water pipes. Since the ductile cast iron pipe is made of cast metal, it has a high degree of freedom in shape. For this reason, a wide variety of joints exist and are used in the right place for the right material.
On the other hand, stainless steel (SUS) is also present as a tubular structure such as a water pipe, but it is limited to a specific application because it is not easy to process the joint. However, the SUS pipe has a longer service life than the ductile cast iron pipe. Furthermore, problems such as red water and blue water are unlikely to occur, and stress corrosion cracking does not occur in a room temperature environment, so the running cost is low. For this reason, use of the SUS pipe | tube for various uses is calculated | required in the future.

SUS製の管状部材は、ダグタイル鋳鉄管と比べて形状の自由度が低いため、ダグタイル鋳鉄管と同様な接続は困難である。
このため、SUS製の管状構造物の連結方法として、従来、角リングを管状部材の外周に溶接することにより管状部材の外周に凸部を形成し、2本の管状構造物の管端部同士を対向させ、その外周にハウジングを配置している方法がある(特許文献1参照)。
Since the tubular member made of SUS has a lower degree of freedom in shape than a ductile cast iron pipe, it is difficult to connect the same as a ductile cast iron pipe.
For this reason, as a method for connecting the tubular structures made of SUS, conventionally, a convex portion is formed on the outer periphery of the tubular member by welding a square ring to the outer periphery of the tubular member, and the tube ends of the two tubular structures are connected to each other. There is a method in which the housings are arranged on the outer periphery (see Patent Document 1).

また、抜け止め部材を管状構造物の外周に装着し、テーパー面が形成された袋ナットにより抜け止め部材を縮径させ、抜け止め部材の環状構造物の外周に食い込みによって、管端同士を接合している方法もある(特許文献2参照)。   In addition, a retaining member is attached to the outer periphery of the tubular structure, the retaining member is reduced in diameter by a cap nut having a tapered surface, and the pipe ends are joined by biting into the outer periphery of the annular structure of the retaining member. There is also a method (see Patent Document 2).

さらに、ロックリングを用いて、管同士を接続している方法もある(特許文献3参照)。この特許文献3では、連結される2本の管状構造物の一方の管端の外周に設けた溝に、円周方向の一か所が切断されて広径側に弾性変形可能なロックリングを嵌め込む。他方の管状構造物の管端には、そのロックリングがはめ込まれた一方の側の管端を受けるための特殊な形状が設けられている。そして、ロックリングに対して管端と反対側の部分に押輪を配置し、間にロックリングを挟んで押輪と特殊形状部分とを連結することにより管状構造物は連結される。   Furthermore, there is also a method of connecting tubes using a lock ring (see Patent Document 3). In Patent Document 3, a groove provided on the outer periphery of one tube end of two tubular structures to be connected is provided with a lock ring that is elastically deformed on the wide diameter side by cutting one portion in the circumferential direction. Fit. The tube end of the other tubular structure is provided with a special shape for receiving the tube end on one side where the lock ring is fitted. The tubular structure is connected by disposing a push ring at a portion opposite to the tube end with respect to the lock ring, and connecting the push ring and the special shape portion with the lock ring interposed therebetween.

実用新案登録第3171067号公報Utility Model Registration No. 3171067 特開2003−254476号公報JP 2003-254476 A 特開2008−309276号JP 2008-309276 A

管状構造物は、施工現場において所定長さに切断されて連結される場合があり、角リングは、切断された管端に取り付けられるものである。このため、特許文献1において角リングは、施工現場において切断後の管状部材に溶接されることになる。しかし、施工現場における溶接の品質の保証は困難である。   The tubular structure may be cut and connected to a predetermined length at a construction site, and the square ring is attached to the cut pipe end. For this reason, in Patent Document 1, the square ring is welded to the tubular member after cutting at the construction site. However, it is difficult to guarantee the quality of welding at the construction site.

特許文献2においては、溶接を用いないので施工現場での加工は可能である。しかし、袋ナットにより抜け止め部材を縮径させることにより環状構造物を固定するものであり、抜け止め部材の縮径も限界があり、抜出阻止能力は十分とは言えない。   In Patent Document 2, since welding is not used, processing at a construction site is possible. However, the annular structure is fixed by reducing the diameter of the retaining member with a cap nut, and the diameter of the retaining member is also limited, and it cannot be said that the ability to prevent extraction is sufficient.

特許文献3においても溶接を用いないので施工現場での加工は可能である。また、ロックリングが取り付けられているため、特許文献2より高い抜出阻止能力を有する。しかし、ロックリングは管状部材の外周に設けられた溝に弾性変形によって嵌め込んだだけなので、管状部材に対する固定力はそれほど強くない。さらに、管状構造物の一端の形状が複雑で、部品点数が多い。また、管の肉厚が大きい鋳鉄管(例えば厚さ7.5mm)では、ロックリングを嵌め込むための溝深さを十分確保できるが、ステンレス鋼管の肉厚(例えば3.0mm)では十分な深さの溝を加工することが困難である。   Also in Patent Document 3, since welding is not used, processing at a construction site is possible. Moreover, since the lock ring is attached, it has the extraction prevention capability higher than patent document 2. FIG. However, since the lock ring is only fitted into a groove provided on the outer periphery of the tubular member by elastic deformation, the fixing force to the tubular member is not so strong. Furthermore, the shape of one end of the tubular structure is complicated, and the number of parts is large. Further, in a cast iron pipe (for example, thickness 7.5 mm) having a large pipe thickness, a sufficient groove depth for fitting the lock ring can be secured, but a stainless steel pipe thickness (for example 3.0 mm) is sufficient. It is difficult to process a deep groove.

本発明は、これらの先行技術に鑑み、施工現場での加工が可能で、肉厚が薄い場合であっても連結した場合に高い抜出阻止能力を有する管状構造物を提供することを目的とする。   In view of these prior arts, an object of the present invention is to provide a tubular structure that can be processed at a construction site and has a high ability to prevent extraction when connected even if the wall thickness is thin. To do.

本発明は、管端部に環状凹部が形成された管状部材と、前記管状部材の軸線に対して垂直な2つの外側面を有し、前記環状凹部の外周に押圧固定されている嵌込リングと、
を備える管状構造物である。
The present invention includes a tubular member having an annular recess formed at a tube end, and two outer surfaces perpendicular to the axis of the tubular member, and a fitting ring that is pressed and fixed to the outer periphery of the annular recess. When,
It is a tubular structure provided with.

前記嵌込リングは、複数の円弧状部材に分割され、前記円弧状部材は連結部材によって互いに連結されており、連結された状態の前記嵌込リングの内周は、前記嵌込リングが押圧固定される前記環状凹部の外周よりも短く、連結前の前記円弧状部材を前記管状部材の環状凹部外周に配置し、前記連結部材によって前記円弧状部材を互いに連結することにより、前記管状部材は前記環状凹部の外周に押圧固定されることが好ましい。   The fitting ring is divided into a plurality of arc-shaped members, and the arc-shaped members are connected to each other by a connecting member, and the fitting ring is pressed and fixed to the inner periphery of the fitting ring in a connected state. The arcuate member is shorter than the outer periphery of the annular recess, and the arcuate member before connection is disposed on the outer periphery of the annular recess of the tubular member, and by connecting the arcuate members to each other by the connecting member, the tubular member is It is preferable to press and fix to the outer periphery of the annular recess.

前記環状凹部は、前記軸線に対して垂直な2つの内側面と、前記軸線と平行な底面とを有し、前記嵌込リングは角リングで、前記環状凹部の2つの前記内側面と前記嵌込リングの2つの前記外側面とがそれぞれ概当接し、前記環状凹部の底面と前記嵌込リングの内周面とが当接することが好ましい。   The annular recess has two inner surfaces perpendicular to the axis and a bottom surface parallel to the axis, the fitting ring is a square ring, the two inner surfaces of the annular recess and the fitting It is preferable that the two outer surfaces of the insertion ring substantially contact each other, and the bottom surface of the annular recess and the inner peripheral surface of the fitting ring contact each other.

前記環状凹部の深さは、前記管状部材の径方向厚さの二分の一以下であることが好ましい。   The depth of the annular recess is preferably less than or equal to one half of the radial thickness of the tubular member.

前記管状部材の管端部の一方は挿口で、他方は前記挿口よりも大径の受口であり、
前記挿口または前記受口の少なくとも一方の側に前記環状凹部および前記嵌込リングが設けられていることが好ましい。
One of the tube end portions of the tubular member is an insertion port, and the other is a receiving port having a larger diameter than the insertion port,
It is preferable that the annular recess and the fitting ring are provided on at least one side of the insertion port or the receiving port.

前記管状部材および前記嵌込リングは、ステンレス鋼により形成されることが好ましい。   The tubular member and the fitting ring are preferably formed of stainless steel.

本発明によると、施工現場での加工が可能で、肉厚が薄い場合であっても、連結した場合に高い抜出阻止能力を有する管状構造物を提供することができる。   According to the present invention, it is possible to provide a tubular structure that can be processed at a construction site and has a high ability to prevent extraction when connected even when the wall thickness is thin.

実施形態にかかる管状構造物を2本、ハウジングを用いて連結した状態を示す断面図である。It is sectional drawing which shows the state which connected two tubular structures concerning embodiment using the housing. 嵌込リングが取り付けられていない状態の管状部材の部分断面図である。It is a fragmentary sectional view of the tubular member in the state where the fitting ring is not attached. 図2の状態の管状部材1に、嵌込リングを装着した状態を示した部分断面図である。It is the fragmentary sectional view which showed the state which mounted | wore with the fitting ring to the tubular member 1 of the state of FIG. 嵌込リングを説明する図で、(a)は分割された一方の斜視図、(b)は分割された他方の斜視図、(c)は一方と他方とを結合した状態を示す。It is a figure explaining a fitting ring, (a) is one perspective view divided | segmented, (b) is the other perspective view divided | segmented, (c) shows the state which couple | bonded one and the other. 図1の矢印Bの方向から見た断面図で、ハウジングを示す。The housing is shown in a sectional view seen from the direction of arrow B in FIG. 管状構造物の要部の写真である。It is a photograph of the principal part of a tubular structure.

以下、図面等を参照して、本発明の実施形態について説明する。
図1は実施形態にかかる管状構造物100を2つ(100A,100B)、シーリングゴム40およびハウジング30を用いて連結した状態を示す断面図である。実施形態の管状構造物100は、流体送給用の管継手部分に用いられるものであるが、これに限定されない。
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a cross-sectional view showing a state in which two tubular structures 100 according to the embodiment (100A, 100B) are connected using a sealing rubber 40 and a housing 30. FIG. Although the tubular structure 100 of embodiment is used for the pipe joint part for fluid supply, it is not limited to this.

実施形態の管状構造物100は、管状部材1と、その管状部材1の外周に配置された小径側嵌込リング13Aと、大径側嵌込リング13Bとを備える。   The tubular structure 100 of the embodiment includes a tubular member 1, a small-diameter side insertion ring 13 </ b> A disposed on the outer periphery of the tubular member 1, and a large-diameter side insertion ring 13 </ b> B.

管状部材1は、例えば、ステンレス鋼(SUS304)製の鋼管により構成される。管状部材1は、小径部10と、小径部10の一端から連続して設けられた大径部20とを有する。
小径部10の、大径部20に連続していない側の端部は、他の管状部材1の大径部20に連結される挿口11となる。挿口11の端部近傍には、小径側環状凹部12Aが形成されている。
大径部20の、小径部10に連続していない側の端部は、他の管状部材1の挿口11に連結される受口21となる。受口21の端部近傍には、大径側環状凹部12Bが形成されている。
The tubular member 1 is constituted by, for example, a steel pipe made of stainless steel (SUS304). The tubular member 1 has a small diameter portion 10 and a large diameter portion 20 provided continuously from one end of the small diameter portion 10.
The end of the small diameter portion 10 on the side that is not continuous with the large diameter portion 20 serves as the insertion opening 11 connected to the large diameter portion 20 of the other tubular member 1. A small-diameter annular recess 12 </ b> A is formed near the end of the insertion slot 11.
The end of the large diameter portion 20 on the side that is not continuous with the small diameter portion 10 serves as a receiving port 21 connected to the insertion port 11 of the other tubular member 1. In the vicinity of the end of the receiving port 21, a large-diameter annular recess 12 </ b> B is formed.

次に、小径側環状凹部12Aおよび大径側環状凹部12Bについて説明するが、以下の説明において、挿口11の端部近傍に設けられた小径側環状凹部12Aおよび受口21の端部近傍に設けられた大径側環状凹部12Bとは、径以外同様であるので、区別する必要がある場合以外、両方を区別せず、環状凹部12として説明する。   Next, the small-diameter-side annular recess 12A and the large-diameter-side annular recess 12B will be described. In the following description, near the end of the small-diameter-side annular recess 12A and the receiving port 21 provided near the end of the insertion slot 11. The provided large-diameter-side annular recess 12B is the same as the one other than the diameter, and therefore will be described as the annular recess 12 without distinguishing both unless it is necessary to distinguish them.

図2は、嵌込リング13が取り付けられていない状態の管状部材1の部分断面図である。
図示するように、管状部材1の外面には、切削凹加工によって環状凹部12が形成されている。
環状凹部12の幅t1は、本実施形態では8mmである。
環状凹部12の深さt2は、強度上、管状部材1における環状凹部12の周囲の厚さ(管状部材1の素管の状態での肉厚)t3の半分以下が好ましい。実施形態では、環状凹部12の周囲の厚さt3は3mmであり、切削深さは、1.0〜1.5mmである。
FIG. 2 is a partial cross-sectional view of the tubular member 1 in a state where the fitting ring 13 is not attached.
As illustrated, an annular recess 12 is formed on the outer surface of the tubular member 1 by cutting recess processing.
The width t1 of the annular recess 12 is 8 mm in this embodiment.
The depth t2 of the annular recess 12 is preferably not more than half of the thickness around the annular recess 12 in the tubular member 1 (thickness of the tubular member 1 in the state of a raw tube) t3 in terms of strength. In the embodiment, the thickness t3 around the annular recess 12 is 3 mm, and the cutting depth is 1.0 to 1.5 mm.

小径側嵌込リング13Aは、小径部10の外周における、小径側環状凹部12Aに挿入されている。大径側嵌込リング13Bは、大径部20の外周における、大径側環状凹部12Bに挿入されている。
以下、小径側環状凹部12Aに挿入された小径側嵌込リング13Aと、大径側環状凹部12Bに挿入された大径側嵌込リング13Bも、径以外同様であるので、以下、区別する必要がある場合以外、両方を区別せず、嵌込リング13として説明する。
The small diameter side fitting ring 13 </ b> A is inserted into the small diameter side annular recess 12 </ b> A on the outer periphery of the small diameter portion 10. The large diameter side fitting ring 13 </ b> B is inserted into the large diameter side annular recess 12 </ b> B on the outer periphery of the large diameter portion 20.
Hereinafter, since the small-diameter side insertion ring 13A inserted into the small-diameter side annular recess 12A and the large-diameter side insertion ring 13B inserted into the large-diameter side annular recess 12B are also the same except for the diameter, it is necessary to distinguish below. Except for the case where there is, it will be described as the fitting ring 13 without distinguishing both.

図3は、図2の状態の管状部材1に、嵌込リング13を装着した状態を示した部分断面図である。
嵌込リング13は、2つの円弧状部材に分割されている。図4は嵌込リング13を説明する図であり、(a)は2分割された一方の円弧状部材13aの斜視図、(b)は2分割された他方の円弧状部材13bの斜視図で、(c)は円弧状部材13aと円弧状部材13bとを結合した状態を示す。
FIG. 3 is a partial cross-sectional view showing a state in which the fitting ring 13 is attached to the tubular member 1 in the state of FIG.
The fitting ring 13 is divided into two arc-shaped members. 4A and 4B are views for explaining the fitting ring 13, wherein FIG. 4A is a perspective view of one arcuate member 13a divided into two parts, and FIG. 4B is a perspective view of the other arcuate member 13b divided into two parts. (C) shows a state in which the arcuate member 13a and the arcuate member 13b are coupled.

嵌込リング13は、例えば粗形状の鋳造品を切削することにより製造される。したがって、嵌込リング13は、鋳造で製造されたままの場合よりも高精度で製造することができる。
実施形態の嵌込リング13は2分割されているが、これに限定されず、3以上に分割されていてもよい。
円弧状部材13aの両端部にはボルト孔13aaが形成されている。
円弧状部材13bの両端部は、所定幅の壁部13baを残して切り欠かれており、壁部13baには、ボルトを挿通する挿通孔13bbが設けられている。
The fitting ring 13 is manufactured, for example, by cutting a roughly cast product. Therefore, the fitting ring 13 can be manufactured with higher accuracy than the case where it is manufactured by casting.
Although the fitting ring 13 of the embodiment is divided into two, it is not limited to this, and may be divided into three or more.
Bolt holes 13aa are formed at both ends of the arcuate member 13a.
Both end portions of the arcuate member 13b are cut away leaving a wall portion 13ba of a predetermined width, and the wall portion 13ba is provided with an insertion hole 13bb through which a bolt is inserted.

嵌込リング13は、図4(c)に示すように、円弧状部材13aと円弧状部材13bにおける互いの端部を対向させ、円弧状部材13bの挿通孔13bbよりボルト14を挿入し、円弧状部材13aのボルト孔13aaに螺合させることで、一体に形成される。   As shown in FIG. 4C, the fitting ring 13 is configured so that the ends of the arcuate member 13a and the arcuate member 13b face each other, and the bolt 14 is inserted from the insertion hole 13bb of the arcuate member 13b. It is integrally formed by screwing into the bolt hole 13aa of the arc-shaped member 13a.

連結された状態の嵌込リング13の内周は、嵌込リング13が装着される環状凹部12の外周よりもわずかに短い。すなわち、嵌込リング13は、環状凹部12の底部(外面)との間に締め代を有している。
この締め代により、円弧状部材13aと円弧状部材13bとを環状凹部12の外周に配置し、ボルト14を締めつけて、円弧状部材13aと円弧状部材13bと互いに連結すると、嵌込リング13は、環状凹部12の外周に押圧固定される。
The inner circumference of the fitting ring 13 in the connected state is slightly shorter than the outer circumference of the annular recess 12 to which the fitting ring 13 is attached. That is, the fitting ring 13 has a fastening allowance with the bottom (outer surface) of the annular recess 12.
With this tightening allowance, the arc-shaped member 13a and the arc-shaped member 13b are arranged on the outer periphery of the annular recess 12, the bolt 14 is tightened, and the arc-shaped member 13a and the arc-shaped member 13b are connected to each other. The outer periphery of the annular recess 12 is pressed and fixed.

嵌込リング13は、図3に示すように管状部材1の軸線Aに対して垂直な面に沿った、互いに平行な2つの側面13c,13dを有する。ただし、側面13c,13dは、軸線Aに対して厳密には垂直でなくてもよい。   The fitting ring 13 has two side surfaces 13c and 13d parallel to each other along a plane perpendicular to the axis A of the tubular member 1 as shown in FIG. However, the side surfaces 13c and 13d may not be strictly perpendicular to the axis A.

嵌込リング13は、断面が矩形の角リングであり、実施形態で幅T1(側面13cと側面13dとの間の距離、管状部材1の軸方向の幅、厚さ)は、環状凹部12の幅と略等しく、本実施形態では8mmで環状凹部12に隙間なく嵌合している。また嵌込リング13の管状部材1の外周から外側に突き出ている突出高さT3は8mmである。すなわち、環状凹部12の深さt2に合わせて、嵌込リング13の径方向厚さT2を調整している。   The fitting ring 13 is a rectangular ring having a rectangular cross section. In the embodiment, the width T1 (the distance between the side surface 13c and the side surface 13d, the axial width and thickness of the tubular member 1) is the same as that of the annular recess 12. It is substantially equal to the width, and in this embodiment, it is 8 mm and is fitted into the annular recess 12 without a gap. Moreover, the protrusion height T3 which protrudes outside from the outer periphery of the tubular member 1 of the fitting ring 13 is 8 mm. That is, the radial thickness T2 of the fitting ring 13 is adjusted according to the depth t2 of the annular recess 12.

嵌込リング13の管状部材1の外周から外側に突き出ている突出高さT3は、ハウジング30の内周面(溝部以外の部分の内周面)と管状部材1の外周面との間のクリアランスT4(図1に示す)の最大値である2.5mmより大きい3mm以上が好ましい。
また、嵌込リング13の突出高さT3は、ハウジング30に設けられた溝36,38(後述)の底部と管状部材1の外周面との間の距離T5以下であることが好ましい。
本実施形態で、嵌込リング13の高さT3が8mmで、環状凹部12の深さt2(図2参照)が1.5mmであるので、突出高さT2は、9.5mmである。
The protrusion height T3 projecting outward from the outer periphery of the tubular member 1 of the fitting ring 13 is a clearance between the inner peripheral surface of the housing 30 (the inner peripheral surface of the portion other than the groove) and the outer peripheral surface of the tubular member 1. 3 mm or more larger than 2.5 mm which is the maximum value of T4 (shown in FIG. 1) is preferable.
The protrusion height T3 of the fitting ring 13 is preferably equal to or less than the distance T5 between the bottoms of grooves 36 and 38 (described later) provided in the housing 30 and the outer peripheral surface of the tubular member 1.
In this embodiment, since the height T3 of the fitting ring 13 is 8 mm and the depth t2 (see FIG. 2) of the annular recess 12 is 1.5 mm, the protruding height T2 is 9.5 mm.

嵌込リング13の材質は、例えば、ステンレス鋼(SUS304)である。嵌込リング13の材質はステンレス鋼に限定されないが、嵌込リング13の硬さは、ハウジング30および環状凹部12,22(管状部材1)のうちの柔らかいもの以上の硬さを有することが好ましい。
嵌込リング13がハウジング30および環状凹部12,22よりも柔らかいと、連結する2本の管状構造物100A、100Bが互いに離れる方向に力が加わったときに、嵌込リング13が塑性変形し、脱管阻止性能を確保することができない可能性がある。
The material of the fitting ring 13 is stainless steel (SUS304), for example. The material of the fitting ring 13 is not limited to stainless steel, but the hardness of the fitting ring 13 is preferably at least as hard as the housing 30 and the annular recesses 12 and 22 (tubular member 1). .
If the fitting ring 13 is softer than the housing 30 and the annular recesses 12 and 22, the fitting ring 13 is plastically deformed when a force is applied in a direction in which the two tubular structures 100A and 100B to be connected are separated from each other. There is a possibility that the anti-pipe prevention performance cannot be ensured.

2本の管状構造物100の連結部の外周には、シーリングゴム40が取り付けられている。
シーリングゴム40は、管状部材1の外周面と対向する2つの内周面41,42を有し、図1に示す断面において略L字形を有する。ただし、これに限定されず、例えばU字形であってもよい。
一方の内周面41の径は、小径部10の外周面の径よりわずかに小さく、小径部10の外周面に配置されると弾性変形して、小径部10の外周面と密接する。
他方の内周面42は、大径部20の外周面の径よりわずかに小さく、大径部の外周面に配置されると弾性変形して、大径部20の外周面と密接する。
A sealing rubber 40 is attached to the outer periphery of the connecting portion of the two tubular structures 100.
The sealing rubber 40 has two inner peripheral surfaces 41 and 42 facing the outer peripheral surface of the tubular member 1, and has a substantially L shape in the cross section shown in FIG. However, it is not limited to this, For example, a U-shape may be sufficient.
The diameter of one inner peripheral surface 41 is slightly smaller than the diameter of the outer peripheral surface of the small-diameter portion 10, and when it is disposed on the outer peripheral surface of the small-diameter portion 10, it elastically deforms and comes into close contact with the outer peripheral surface of the small-diameter portion 10.
The other inner peripheral surface 42 is slightly smaller than the diameter of the outer peripheral surface of the large-diameter portion 20 and is elastically deformed when it is disposed on the outer peripheral surface of the large-diameter portion 20 so as to be in close contact with the outer peripheral surface of the large-diameter portion 20.

シーリングゴム40の外周側には、ハウジング30が取り付けられている。
図5は、図1の矢印Bの方向から見た断面図で、ハウジング30を示す。
ハウジング30は、本実施形態ではJIS G 5502 FCD450で規定される鋳鉄により製造されている。ハウジング30は、このように鋳鉄製であるため、嵌込リング13と比べて寸法公差が大きく、ハウジング30の内周面(溝が設けられていない部分)と管状部材1の外周面との最大クリアランスは上述のように2.5mm程度である。
A housing 30 is attached to the outer peripheral side of the sealing rubber 40.
FIG. 5 is a cross-sectional view seen from the direction of arrow B in FIG.
In this embodiment, the housing 30 is made of cast iron defined by JIS G 5502 FCD450. Since the housing 30 is made of cast iron as described above, the dimensional tolerance is larger than that of the fitting ring 13, and the maximum between the inner peripheral surface of the housing 30 (the portion where no groove is provided) and the outer peripheral surface of the tubular member 1. The clearance is about 2.5 mm as described above.

ハウジング30は、図5に示すように、2つの半円部材30A,30Bを備える。半円部材30A,30Bは、それぞれ、管状部材1の外周に沿った半円環部31と、半円環部31の両端から径方向外側に延びる2つのフランジ部32とを備える。
フランジ部32には、それぞれ穴33が設けられている。半円部材30A,30Bを管状構造物100の外周に配置し、半円部材30Aのフランジ部32と半円部材30Bのフランジ部32とを対向させると、両フランジ部32に設けられた穴33は貫通する。
その穴33にはボルト34が挿入され、ボルト34のねじ部の先にはナット35が螺合されている。ナット35を締めることにより、2つの半円部材30A,30Bは、管状構造物100の外周を覆い、2本の管状構造物100は連結される。
As shown in FIG. 5, the housing 30 includes two semicircular members 30 </ b> A and 30 </ b> B. Each of the semicircular members 30 </ b> A and 30 </ b> B includes a semicircular ring portion 31 along the outer periphery of the tubular member 1 and two flange portions 32 extending radially outward from both ends of the semicircular ring portion 31.
Each flange portion 32 is provided with a hole 33. When the semicircular members 30A and 30B are arranged on the outer periphery of the tubular structure 100 and the flange portion 32 of the semicircular member 30A and the flange portion 32 of the semicircular member 30B are opposed to each other, the holes 33 provided in both flange portions 32 are provided. Penetrates.
Bolts 34 are inserted into the holes 33, and nuts 35 are screwed onto the ends of the screw portions of the bolts 34. By tightening the nut 35, the two semicircular members 30A, 30B cover the outer periphery of the tubular structure 100, and the two tubular structures 100 are connected.

図1に示すように、ハウジング30の内周面には、受口21の大径側嵌込リング13Bの外周を覆う環状溝36と、シーリングゴム40と嵌合する環状溝37と、挿口11の小径側嵌込リング13Aを覆う環状溝38とが設けられている。
環状溝36の幅は、大径側嵌込リング13Bが挿入可能なようにわずかな隙間を有している。
環状溝38の幅は、小径側嵌込リング13Aの幅よりも、かなり大きい。その理由は、管状構造物100は、例えば、JWWA G 113の規格によると、管長に対してプラスマイナス1.0%程度の伸縮性を有することが必要であるので、その伸縮を吸収するためである。
As shown in FIG. 1, on the inner peripheral surface of the housing 30, an annular groove 36 that covers the outer periphery of the large-diameter side fitting ring 13 </ b> B of the receiving port 21, an annular groove 37 that fits the sealing rubber 40, and an insertion port 11 and an annular groove 38 that covers the small-diameter side fitting ring 13A.
The width of the annular groove 36 has a slight gap so that the large-diameter side fitting ring 13B can be inserted.
The width of the annular groove 38 is considerably larger than the width of the small diameter side fitting ring 13A. The reason is that the tubular structure 100 is required to have a stretchability of about plus or minus 1.0% with respect to the tube length, for example, according to the standard of JWWA G 113. is there.

(管状構造物の製造方法)
環状凹部12が形成されていない状態の管状部材1の外周に、図2のように環状凹部12を切削加工で製造する。
(Method for producing tubular structure)
On the outer periphery of the tubular member 1 in a state where the annular recess 12 is not formed, the annular recess 12 is manufactured by cutting as shown in FIG.

次いで、図4(c)に示すように、二分割型の嵌込リング13の一方の円弧状部材13aと他方の円弧状部材13bとを環状凹部12の外周に配置してボルト14で互いを締め付ける。これにより、嵌込リング13は管状部材1の外面を押付け、図3に示すように、嵌込リング13が管状部材1の環状凹部12に押圧固定される。図6は嵌込リング13が管状部材1の環状凹部12に押圧固定された状態の管状構造物100の要部の写真である。   Next, as shown in FIG. 4 (c), one arcuate member 13 a and the other arcuate member 13 b of the two-part fitting ring 13 are arranged on the outer periphery of the annular recess 12, and are mutually connected with bolts 14. tighten. Thereby, the fitting ring 13 presses the outer surface of the tubular member 1, and the fitting ring 13 is pressed and fixed to the annular recess 12 of the tubular member 1 as shown in FIG. 3. FIG. 6 is a photograph of the main part of the tubular structure 100 in a state where the fitting ring 13 is pressed and fixed to the annular recess 12 of the tubular member 1.

(管状構造物の連結方法)
管状構造物100の連結方法について説明する。
まず、連結予定の2本の管状構造物100の一方における、挿口11又は受口21のうちの連結する側にシーリングゴム40を挿入する。
次いで、そのシーリングゴム40の内部に、2つの管状構造物100の他方における、挿口11又は受口21のうちの連結する側を挿入する。
(Method for connecting tubular structures)
A method for connecting the tubular structure 100 will be described.
First, the sealing rubber 40 is inserted into the connecting side of the insertion port 11 or the receiving port 21 in one of the two tubular structures 100 to be connected.
Next, the connecting side of the insertion port 11 or the receiving port 21 in the other of the two tubular structures 100 is inserted into the sealing rubber 40.

ハウジング30の半円部材30A,30Bを管状構造物100の外周に配置する。
このとき、小径側嵌込リング13Aが環状溝38に、シーリングゴム40が環状溝37に、大径側嵌込リング13Bが環状溝36に入るようにする。
半円部材30Aのフランジ部32と半円部材30Bのフランジ部32とを対向させ、両フランジ部32に設けられた穴33にボルト34を挿入し、ボルト34のねじ部の先にナット35を螺合する。
ナット35を締めることにより、2つの半円部材30A,30Bは、管状構造物100の外周を覆い、2本の管状構造物100は連結される。
The semicircular members 30 </ b> A and 30 </ b> B of the housing 30 are arranged on the outer periphery of the tubular structure 100.
At this time, the small-diameter side insertion ring 13A enters the annular groove 38, the sealing rubber 40 enters the annular groove 37, and the large-diameter side insertion ring 13B enters the annular groove 36.
The flange portion 32 of the semicircular member 30 </ b> A and the flange portion 32 of the semicircular member 30 </ b> B are opposed to each other, a bolt 34 is inserted into the hole 33 provided in both flange portions 32, and a nut 35 is inserted at the tip of the screw portion of the bolt 34. Screw together.
By tightening the nut 35, the two semicircular members 30A, 30B cover the outer periphery of the tubular structure 100, and the two tubular structures 100 are connected.

(実施形態の管状構造物の効果)
実施形態の管状構造物100の効果について説明する。
以下に示す表1は、実施形態の管状構造物100と比較形態の管状構造物の離脱防止荷重を示した表である。ここで、離脱荷重とは、2つの管状構造物をハウジングを用いて連結した状態で、両方の管状構造物が互いに離れる方向に力を加えた時に耐えられる最大荷重である。
(Effect of tubular structure of embodiment)
The effect of the tubular structure 100 of embodiment is demonstrated.
Table 1 shown below is a table showing separation prevention loads of the tubular structure 100 of the embodiment and the tubular structure of the comparative form. Here, the detachment load is the maximum load that can be withstood when two tubular structures are connected using a housing and a force is applied in a direction in which both tubular structures are separated from each other.

本実施形態の結果を(1)〜(3)に示す。また、(4)から(6)は比較形態で、(4)は、上述の特許文献1に記載の管状部材の外周に嵌込リングを溶接したものである。(5)は、上述の特許文献2に記載のように、抜け止め部材を管状構造物の外周に装着し、テーパー面が形成された袋ナットにより抜け止め部材を縮径させ、抜け止め部材の環状構造物の外周への食い込みによって、管端同士を接合したものである。(6)は、上述の特許文献3に記載のように、抜け止め部材であるロックリングを管外周面に成形された溝に嵌め込むことによって、管同士を接続したものである。
管状部材は、呼び径80A(実際の径:φ89.1mm、管厚:3.0mm)を用いた。
The results of this embodiment are shown in (1) to (3). Further, (4) to (6) are comparative forms, and (4) is a fitting ring welded to the outer periphery of the tubular member described in Patent Document 1 described above. (5), as described in Patent Document 2 described above, the retaining member is attached to the outer periphery of the tubular structure, and the retaining member is reduced in diameter by a cap nut having a tapered surface. The tube ends are joined together by biting into the outer periphery of the annular structure. (6) connects the pipes by fitting a lock ring, which is a retaining member, into a groove formed on the outer peripheral surface of the pipe as described in Patent Document 3 described above.
As the tubular member, a nominal diameter of 80A (actual diameter: φ89.1 mm, pipe thickness: 3.0 mm) was used.

表1に示すように最大離脱荷重が最も大きいのは(4)の比較形態である。(4)は嵌込リングを溶接で管端に取り付けたものである。
ここで、管状構造物は、施工現場において長さが調節されて切断されるものである。そうすると管端位置は施工現場で決定されるので、嵌込リングを管端に溶接する作業も施工現場で行うことが必要となる。しかし、施工現場での加工は品質保証の面から好ましくない。したがって、(4)の比較形態は、現実的な実施が困難である。
As shown in Table 1, the largest separation load is the largest in the comparative form (4). (4) is a fitting ring attached to the pipe end by welding.
Here, the length of the tubular structure is adjusted at the construction site, and the tubular structure is cut. Then, since the pipe end position is determined at the construction site, it is necessary to perform the work of welding the fitting ring to the pipe end at the construction site. However, processing at the construction site is not preferable from the viewpoint of quality assurance. Therefore, it is difficult to realistically implement the comparison form (4).

これに対して、比較形態(5)、(6)の管状構造物は、施工現場における長さの節が可能であるが、本実施形態はこれらの(5)、(6)と比べて、最大離脱防止荷重が大きく、(4)に近い値を示している。   On the other hand, the tubular structures of the comparative forms (5) and (6) can have length nodes at the construction site, but this embodiment is compared with these (5) and (6), The maximum detachment prevention load is large, indicating a value close to (4).

このように、本実施形態によると、嵌込リング13を、締め代を持たせて環状凹部12に嵌め込むことにより、厚み3.0mm程度のステンレス鋼管において可能な程度の溝深さである1.0mm、1.2mm、1,5mmにおいて、呼び径80Aの2倍である160kN以上、3倍未満240kNの抜け出し阻止能力が得られる継手構造を提供することができる。
また、溶接を用いないため、施工現場での加工も可能である。
As described above, according to the present embodiment, the fitting ring 13 is fitted into the annular recess 12 with a tightening margin so that the groove depth is as high as possible in a stainless steel pipe having a thickness of about 3.0 mm. It is possible to provide a joint structure that can provide a pull-out prevention capability of 160 kN that is twice the nominal diameter 80A and less than 3 times 240 kN at 0.0 mm, 1.2 mm, and 1.5 mm.
Moreover, since welding is not used, processing at a construction site is also possible.

以上、本発明の実施形態について説明したが、これに限定されない。実施形態の管状構造物100は、挿口11と受口21との両側に、環状凹部と嵌込リング13A,13Bを配置した形態について説明したが、これに限定されず、例えば、挿口11は環状凹部と嵌込リング13A,13Bを設け、受口には、環状凹部を設けずに、嵌込リング13A,13Bを管状部材1に溶接してもよい。   As mentioned above, although embodiment of this invention was described, it is not limited to this. Although the tubular structure 100 of the embodiment has been described with respect to the form in which the annular recess and the fitting rings 13A and 13B are arranged on both sides of the insertion opening 11 and the receiving opening 21, the present invention is not limited thereto. May be provided with an annular recess and fitting rings 13A and 13B, and the fitting ring 13A and 13B may be welded to the tubular member 1 without providing an annular recess at the receiving port.

1 管状部材
10 小径部
11 挿口
12 環状凹部
12A 小径側環状凹部
12B 大径側環状凹部
13 嵌込リング
13c 側面
13d 側面
13A 小径側嵌込リング
13B 大径側嵌込リング
30 ハウジング
36 環状溝
37 環状溝
38 環状溝
40 シーリングゴム
41 内周面
42 内周面
100 管状構造物
DESCRIPTION OF SYMBOLS 1 Tubular member 10 Small diameter part 11 Insertion port 12 Annular recessed part 12A Small diameter side annular recessed part 12B Large diameter side annular recessed part 13 Insertion ring 13c Side surface 13d Side surface 13A Small diameter side insertion ring 13B Large diameter side insertion ring 30 Housing 36 Annular groove 37 Annular groove 38 Annular groove 40 Sealing rubber 41 Inner peripheral surface 42 Inner peripheral surface 100 Tubular structure

Claims (4)

管端部に環状凹部が形成された管状部材と、
前記管状部材の軸線に対して垂直な2つの外側面を有し、前記環状凹部の外周に押圧固定されている嵌込リングと、を備え、
前記嵌込リングは、
2つの円弧状部材に分割され、
一方の円弧状部材の両端部にはボルト孔が形成され、
他方の円弧状部材の両端部には、所定幅の壁部を残して切り欠かれており、前記壁部には、ボルトを挿通する挿通孔が設けられ、
前記一方の円弧状部材と、前記他方の円弧状部材における互いの端部を対向させ、前記他方の円弧状部材の前記挿通孔よりボルトを挿入し、前記一方の円弧状部材の前記ボルト孔に螺合させることで、互いに連結され、
前記管状部材の管端部の一方は挿口で、他方は前記挿口よりも大径の受口であり、
前記挿口及び前記受口に、それぞれ前記環状凹部が設けられ、
前記挿口側の前記環状凹部に小径側嵌込リングが取り付けられ、
前記受口側の前記環状凹部に大径側嵌込リングが取り付けられ、
内周面に、前記大径側嵌込リングの外周を覆う環状溝と、前記小径側嵌込リングの外周を覆う環状溝とが設けられている鋳鉄により製造されたハウジングにより連結され、
前記管状部材はステンレス鋼により形成され、前記嵌込リングは前記ハウジングおよび前記環状管状部材のうちの柔らかいもの以上の硬さを有するステンレス鋼により形成されている、
管状構造物。
A tubular member having an annular recess formed at the end of the tube;
A fitting ring having two outer surfaces perpendicular to the axis of the tubular member and pressed and fixed to the outer periphery of the annular recess,
The fitting ring is
Divided into two arcuate members,
Bolt holes are formed at both ends of one arcuate member,
Both ends of the other arcuate member are cut away leaving a wall portion of a predetermined width, and the wall portion is provided with an insertion hole for inserting a bolt,
The ends of the one arcuate member and the other arcuate member are opposed to each other, a bolt is inserted from the insertion hole of the other arcuate member, and the bolthole of the one arcuate member is inserted. By being screwed together, they are connected to each other,
One of the tube end portions of the tubular member is an insertion port, and the other is a receiving port having a larger diameter than the insertion port,
The annular recess is provided in each of the insertion port and the receiving port,
A small-diameter side insertion ring is attached to the annular recess on the insertion side,
A large-diameter side fitting ring is attached to the annular recess on the receiving side,
The inner peripheral surface is connected by a housing made of cast iron provided with an annular groove covering the outer periphery of the large-diameter side fitting ring and an annular groove covering the outer periphery of the small-diameter side fitting ring,
The tubular member is formed of stainless steel, and the fitting ring is formed of stainless steel having a hardness equal to or higher than that of the housing and the annular tubular member.
Tubular structure.
連結された状態の前記嵌込リングの内周は、前記嵌込リングが押圧固定される前記環状凹部の外周よりも短く、
連結前の前記円弧状部材を前記管状部材の環状凹部外周に配置し、前記連結部材によって前記円弧状部材を互いに連結することにより、前記嵌込リングは前記環状凹部の外周に押圧固定される、
請求項1に記載の管状構造物。
The inner circumference of the fitting ring in a connected state is shorter than the outer circumference of the annular recess to which the fitting ring is pressed and fixed.
The arc-shaped member before connection is arranged on the outer periphery of the annular recess of the tubular member, and the fitting ring is pressed and fixed to the outer periphery of the annular recess by connecting the arc-shaped members to each other by the connection member.
The tubular structure according to claim 1.
前記環状凹部は、前記軸線に対して垂直な2つの内側面と、前記軸線と平行な底面とを有し、
前記嵌込リングは角リングで、
前記環状凹部の2つの前記内側面と前記嵌込リングの2つの前記外側面とがそれぞれ概当接し、前記環状凹部の底面と前記嵌込リングの内周面とが当接している、
請求項1または2に記載の管状構造物。
The annular recess has two inner surfaces perpendicular to the axis, and a bottom surface parallel to the axis.
The fitting ring is a square ring,
The two inner side surfaces of the annular recess and the two outer surfaces of the fitting ring are substantially in contact with each other, and the bottom surface of the annular recess and the inner peripheral surface of the fitting ring are in contact with each other,
The tubular structure according to claim 1 or 2.
前記環状凹部の深さは、前記管状部材の径方向厚さの二分の一以下である、
請求項1から3のいずれか1項に記載の管状構造物。
The depth of the annular recess is not more than one half of the radial thickness of the tubular member.
The tubular structure according to any one of claims 1 to 3.
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