JP2005282184A - Joint for metallic cylindrical material such as steel pipe for pile - Google Patents

Joint for metallic cylindrical material such as steel pipe for pile Download PDF

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JP2005282184A
JP2005282184A JP2004098807A JP2004098807A JP2005282184A JP 2005282184 A JP2005282184 A JP 2005282184A JP 2004098807 A JP2004098807 A JP 2004098807A JP 2004098807 A JP2004098807 A JP 2004098807A JP 2005282184 A JP2005282184 A JP 2005282184A
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joint
steel pipe
welding
build
cylinder
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JP4298561B2 (en
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Shigeyoshi Hirata
茂良 平田
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint having a structure capable of excellently putting a steel pipe for a pile and a joint in an aligning state without using a special jig, capable of holding a required route interval, and capable of eliminating temporary welding without causing a defect in a welding deep part. <P>SOLUTION: This joint has an inclined face part 4 for a groove for forming an annular groove 3 for welding, a fitting projection part 5 for backing, and padding parts 6, etc. of at least three places at an interval in the peripheral direction. The respective padding parts 6, etc. have a tapered inclined face part 7 and an abutting part 8. A predetermined route interval R is formed in a state of allowing an end surface such as the steel pipe for the pile to abut on the abutting part 8 of the respective padding parts 6, etc. A temporary joining state for welding is formed by fitting of an end part such as the steel pipe for the pile to the tapered inclined face parts 7, etc. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、杭用鋼管などの金属製筒材用の継ぎ手に関する。   The present invention relates to a joint for a metal cylinder such as a steel pipe for piles.

例えば、図8に示すように、杭用鋼管51の端部に鋳鋼製の継ぎ手52を溶接で取り付ける場合に、継ぎ手52に、図8(イ)(ロ)に示すように、鋼管51の端面部との間に溶接用の環状溝53を形成する環状の開先用斜面部54を設けることは、従来より行われていた。   For example, as shown in FIG. 8, when a joint 52 made of cast steel is attached to the end of the pile steel pipe 51 by welding, the end face of the steel pipe 51 is connected to the joint 52 as shown in FIGS. It has been conventionally performed to provide an annular groove slope portion 54 that forms an annular groove 53 for welding with a portion.

しかしながら、上記のような構造では、鋼管51と継ぎ手52とを突き合わせ状態にすると、図8(ハ)に示すように、鋼管51の軸線Aと継ぎ手52の軸線Bとが平行にずれやすく、また、図8(ニ)に示すように、鋼管51の軸線Aと継ぎ手52の軸線Bとが角度のずれを生じやすく、そのため、そのようなずれを生じないように、特別な治具を使用しなければならないという問題があった。   However, in the structure as described above, when the steel pipe 51 and the joint 52 are brought into a butted state, the axis A of the steel pipe 51 and the axis B of the joint 52 are easily displaced in parallel as shown in FIG. As shown in FIG. 8 (d), the axis A of the steel pipe 51 and the axis B of the joint 52 are liable to be shifted in angle, and therefore, a special jig is used to prevent such shift. There was a problem that had to be.

また、ルート間隔の保持に特別な治具を必要とするという問題や、本溶接前には仮溶接をしなければならず、仮溶接部に欠陥を生じるおそれがあるという問題、また、裏当てなく溶接されるので、溶接深部に欠陥を生じるおそれがあるという問題もあった。   In addition, there is a problem that a special jig is required to maintain the root interval, a problem that a temporary welding must be performed before the main welding, and there is a possibility of causing a defect in the temporary welding part. There is also a problem in that there is a risk of causing a defect in the welded deep portion because it is welded without any problems.

本発明は、上記のような従来の問題点に鑑み、鋼管などの金属製の筒材と継ぎ手とを、特別な治具を用いなくとも、うまく芯合わせ状態にすることができると共に必要なルート間隔も保持することができ、しかも、溶接深部に欠陥を生じるおそれもなくすことができ、また、仮溶接も排除することができる構造の、杭用鋼管などの金属製筒材用の継ぎ手を提供することを課題とする。   In view of the conventional problems as described above, the present invention can successfully align a metal cylinder such as a steel pipe and a joint without using a special jig and a necessary route. Providing joints for metal cylinders such as steel pipes for piles, which can maintain the gap, eliminate the possibility of causing defects in the weld depth, and eliminate temporary welding The task is to do.

上記の課題は、金属製筒材の端部に溶接で取り付けられる継ぎ手であって、
筒材の端面部との間に溶接用の環状溝を形成する環状の開先用斜面部と、筒材の端部に内嵌め状態に嵌合される裏当て用の嵌合凸部とが備えられ、
前記開先用斜面部と嵌合凸部との境界部分において、周方向に間隔をおいた少なくとも3カ所に肉盛り部が備えられ、
各肉盛り部は、筒材の軸線と継ぎ手の軸線との平行なずれを規制するテーパー斜面部と、筒材の端面を当接させて筒材の軸線と継ぎ手の軸線との角度のずれを規制する当接部とを備え、かつ、筒材の端面を各肉盛り部の当接部に当接させた状態で、筒材端部との間に所定のルート間隔が形成されるようになされていることを特徴とする、杭用鋼管などの金属製筒材用の継ぎ手によって解決される。
The above problem is a joint that is attached by welding to the end of a metal cylinder,
An annular groove slope portion that forms an annular groove for welding with the end surface portion of the tubular material, and a fitting convex portion for backing that fits into the end portion of the tubular material in an internally fitted state. Provided,
In the boundary portion between the groove slope portion and the fitting convex portion, a built-up portion is provided in at least three places spaced in the circumferential direction,
Each build-up part has a tapered slope that regulates the parallel displacement between the axis of the cylinder and the axis of the joint, and the end face of the cylinder makes contact with the angle between the axis of the cylinder and the axis of the joint. And a predetermined route interval is formed between the end portions of the cylinder members in a state in which the end surfaces of the cylinder members are in contact with the contact portions of the build-up portions. It is solved by a joint for metal cylinders such as steel pipes for piles, which is characterized by being made.

この継ぎ手では、開先用斜面部と嵌合凸部との境界部分において、周方向に間隔をおいた少なくとも3カ所に肉盛り部が備えられ、各肉盛り部には、テーパー斜面部と当接部とが備えられているので、筒材端部を、各肉盛り部のテーパー斜面部を通じて当接部に当接させることで、筒材の軸線と継ぎ手の軸線との平行なずれと角度のずれが規制され、筒材と継ぎ手とを、特別な治具を用いなくとも、うまく芯合わせ状態にすることができる。   In this joint, at the boundary portion between the groove slope portion and the fitting convex portion, there are at least three places where there are circumferentially spaced portions, and each of the build-up portions has a tapered slope portion and a contact portion. Since the end of the cylinder is brought into contact with the abutting part through the tapered slope of each build-up part, the parallel deviation and angle between the axis of the cylinder and the axis of the joint are provided. Therefore, the cylindrical member and the joint can be well aligned without using a special jig.

しかも、筒材の端面を各肉盛り部の当接部に当接させた状態で、筒材端部との間に所定のルート間隔が形成されるようになされているので、特別な治具を用いなくとも、必要なルート間隔を保持することができる。また、筒材の端部に内嵌め状態に嵌合される裏当て用の嵌合凸部が備えられているので、溶接深部に欠陥を生じるおそれもなくすことができる。もちろん、肉盛り部は周方向に間隔をおいて備えられているので、溶接や溶接品質上の妨げとなることはない。   In addition, since a predetermined route interval is formed between the end of the tubular member and the end of the tubular member in a state where the end surface of the tubular member is in contact with the contact portion of each build-up portion, a special jig is used. Even if it is not used, a necessary route interval can be maintained. Moreover, since the fitting convex part for the back | bag fitted to the end part of a cylinder material is fitted in an internal fitting state, the possibility that a defect may arise in a welding deep part can be eliminated. Of course, since the built-up portions are provided at intervals in the circumferential direction, they do not hinder welding or welding quality.

上記の継ぎ手において、各肉盛り部に備えられているテーパー斜面部への筒材端部の嵌合により、溶接のための仮接合状態が形成されるようになされている場合は、本溶接のための仮溶接も排除することができて、仮溶接に伴う欠陥の発生を排除することができる。   In the above-mentioned joint, when a temporarily joined state for welding is formed by fitting the end of the tubular material to the tapered slope portion provided in each build-up portion, For this reason, it is possible to eliminate temporary welding for the purpose, and it is possible to eliminate the occurrence of defects accompanying temporary welding.

また、上記の継ぎ手において、嵌合凸部が多段に備えられると共に、各肉盛り部にテーパー斜面部と当接部とが対応する多段に備えられている場合は、肉厚サイズ等の異なる複数種類の筒材に用いることができて、経済的であるのみならず、それを合理的な構造によって容易に実現することができる。   Further, in the above-described joint, when the fitting convex portion is provided in multiple stages and each of the built-up portions is provided in multiple stages corresponding to the tapered inclined surface portion and the contact portion, a plurality of different wall thickness sizes and the like are provided. It can be used for various types of cylinders and is not only economical, but can be easily realized with a reasonable structure.

更に、上記の継ぎ手が、鋳造品からなり、各肉盛り部が鋳造で一体成形されている場合は、芯合わせやルート間隔保持のためのテーパー斜面部や当接部等の細かい構造部分を備えた肉盛り部を、精度高くしかも成形容易に、継ぎ手に備えさせることができる。   Furthermore, when the above-mentioned joint is made of a cast product and each build-up part is integrally formed by casting, it has fine structural parts such as a tapered slope part and a contact part for centering and maintaining a root interval. The overlaid portion can be provided in the joint with high accuracy and easy molding.

本発明は、以上のとおりのものであるから、鋼管などの金属製の筒材と継ぎ手とを、特別な治具を用いなくとも、うまく芯合わせ状態にすることができると共に必要なルート間隔も保持することができ、しかも、溶接深部に欠陥を生じるおそれもなくすことができ、また、仮溶接も排除することができる。   Since the present invention is as described above, a metal tube such as a steel pipe and a joint can be well aligned without using a special jig, and a necessary route interval can also be obtained. In addition, it is possible to eliminate the possibility of causing a defect in the weld deep portion, and it is possible to eliminate temporary welding.

次に、本発明の実施最良形態を図面に基づいて説明する。   Next, the best mode for carrying out the present invention will be described with reference to the drawings.

図1乃至図3に示す第1実施形態の継ぎ手1は、杭用鋼管2の端部に溶接で取り付けられる継ぎ手で、上下の杭のジョイントなどに用いられるネジジョイント式あるいは雌雄嵌合式の鋳鋼継ぎ手からなっている。   A joint 1 according to the first embodiment shown in FIGS. 1 to 3 is a joint that is welded to the end of a steel pipe 2 for piles. It is made up of.

該継ぎ手1は、その基端部、即ち杭用鋼管2が取り付けられる側の端部に、杭用鋼管2の端面部との間に溶接用の環状溝3を形成するための環状の開先用斜面部4が備えられていると共に、杭用鋼管2の端部に内嵌め状態に嵌合される裏当て用の嵌合凸部5が一体に備えられている。   The joint 1 has an annular groove for forming an annular groove 3 for welding between the base end portion thereof, that is, the end portion on the side where the pile steel pipe 2 is attached, with the end face portion of the pile steel pipe 2. A slope portion 4 for use is provided, and a fitting convex portion 5 for backing that is fitted in an end fitting state to the end portion of the pile steel pipe 2 is integrally provided.

そして、開先用斜面部4と嵌合凸部5との境界部分において、周方向に間隔をおいた4カ所に肉盛り部6…が点状に備えられている。各肉盛り部6は、継ぎ手1の鋳造の際に併せて鋳造で一体成形されたもので、杭用鋼管2の軸線Aと継ぎ手1の軸線Bとの平行なずれを規制するテーパー斜面部7と、杭用鋼管2の端面を当接させて杭用鋼管2の軸線Aと継ぎ手1の軸線Bとの角度のずれを規制する当接部8とを備えており、かつ、杭用鋼管2の端面を各肉盛り部6…の当接部8に当接させた状態で、杭用鋼管2の端部との間に所定のルート間隔Rが形成されるようになされている。   And in the boundary part of the slope part 4 for groove | channels and the fitting convex part 5, the built-up parts 6 ... are provided in four places spaced apart in the circumferential direction at dotted | punctate form. Each build-up portion 6 is integrally formed by casting at the time of casting the joint 1, and a tapered slope portion 7 that regulates a parallel shift between the axis A of the pile steel pipe 2 and the axis B of the joint 1. And an abutting portion 8 for restricting the angular deviation between the axis A of the pile steel pipe 2 and the axis B of the joint 1 by bringing the end face of the pile steel pipe 2 into contact with each other, and the pile steel pipe 2 A predetermined route interval R is formed between the end faces of the pile steel pipes 2 in a state where the end faces thereof are brought into contact with the contact portions 8 of the respective built-up portions 6.

また、各肉盛り部6…のテーパー斜面部7は、杭用鋼管2の端部を嵌合することにより、継ぎ手1と杭用鋼管2とが溶接のための仮接合状態となることができるように、それらの配置関係や傾斜角度などが決められている。   Moreover, the taper slope part 7 of each build-up part 6 ... can be in the temporary joining state for the joint 1 and the steel pipe 2 for piles by welding by fitting the edge part of the steel pipe 2 for piles. As such, the arrangement relationship and inclination angle thereof are determined.

上記の継ぎ手1と杭用鋼管2との接合は、次のようにして行えばよい。即ち、この継ぎ手1と杭用鋼管2とを、横向きにし、あるいは、いずれ一方を上、もう一方を下にするように縦向きにし、継ぎ手1の嵌合凸部5を杭用鋼管2の端部に内嵌め状態に嵌合し、たたき込むなどして、図3(ロ)に示すように、杭用鋼管2の端面を各肉盛り部6の当接部8に当接させる。   What is necessary is just to perform joining of said joint 1 and the steel pipe 2 for piles as follows. That is, the joint 1 and the steel pipe 2 for piles are turned sideways, or one of them is vertically oriented so that one of them is up and the other is down, and the fitting convex portion 5 of the joint 1 is connected to the end of the steel pipe 2 for piles. The end surface of the pile steel pipe 2 is brought into contact with the contact portion 8 of each build-up portion 6 as shown in FIG.

これにより、杭用鋼管2の軸線Aと継ぎ手1の軸線Bとは、特別な治具を用いなくとも、自ら一致し、平行なずれや角度のずれのない芯合わせ状態になる。同時に、各肉盛り部6のテーパー斜面部7が杭用鋼管2の端部に強く当たった状態となって、仮溶接をしなくとも、杭用鋼管2と継ぎ手1とは溶接のための仮接合状態になる。また、図3(ハ)に示すように、杭用鋼管2と継ぎ手1との間に所定のルート間隔Rが自ら形成されると共に、杭用鋼管2と継ぎ手1の溶接用環状溝3の背部に嵌合凸部5が存在し、該嵌合凸部5が溶接の裏当てとして働くことのできる状態となる。その状態で、溶接用環状溝3を全周にわたって溶接すれば、杭用鋼管2と継ぎ手1とが接合一体化される。   As a result, the axis A of the pile steel pipe 2 and the axis B of the joint 1 are aligned with each other without using a special jig, and are in a state of alignment without parallel deviation or angular deviation. At the same time, the tapered slope portion 7 of each build-up portion 6 is in a state where it is strongly in contact with the end portion of the pile steel pipe 2, and the pile steel pipe 2 and the joint 1 are temporarily attached for welding without being temporarily welded. Joined state. Further, as shown in FIG. 3 (c), a predetermined route interval R is formed between the pile steel pipe 2 and the joint 1, and the back portion of the welding annular groove 3 between the pile steel pipe 2 and the joint 1. The fitting convex portion 5 exists in this, and the fitting convex portion 5 is in a state where it can work as a backing for welding. If welding annular groove 3 is welded over the entire circumference in this state, pile steel pipe 2 and joint 1 are joined and integrated.

このように、上記の継ぎ手1によれば、杭用鋼管2と継ぎ手1とを、特別な治具を用いなくとも、うまく芯合わせ状態にすることができると共に必要なルート間隔Rも保持することができ、しかも、嵌合凸部5による裏当てで溶接深部に欠陥を生じるおそれもなくすことができ、また、仮溶接に伴う欠陥も排除することができる。   Thus, according to the joint 1 described above, the pile steel pipe 2 and the joint 1 can be well aligned without using a special jig, and the necessary route interval R is also maintained. In addition, it is possible to eliminate the possibility of causing defects in the weld deep portion by the backing by the fitting convex portion 5, and it is possible to eliminate defects associated with temporary welding.

図4乃至図7に示す第2実施形態の継ぎ手1は、各肉盛り部6…において、図5に大きく示すように、嵌合凸部5が2つ、多段に備えられると共に、各肉盛り部6にテーパー斜面部7と当接部8とが2組、多段に備えられ、肉太と杭用鋼管2と肉薄の杭用鋼管2のいずれの杭用鋼管であっても、それぞれ芯合わせと、ルート間隔Rの保持と、裏当てと、仮接合が行われて、施工容易で品質良好に溶接を行うことができるようになされている。   The joint 1 of the second embodiment shown in FIGS. 4 to 7 is provided with two fitting projections 5 in multiple stages, as shown in FIG. Two sets of tapered slope portions 7 and contact portions 8 are provided in the portion 6 in multiple stages, and each of the pile steel pipes of the thick, pile steel pipe 2 and thin pile steel pipe 2 is aligned. Then, holding of the root interval R, backing, and temporary joining are performed so that welding can be easily performed with good quality.

以上に、本発明の実施形態を示したが、本発明はこれに限られるものではなく、発明思想を逸脱しない範囲で各種の変更が可能である。例えば、上記の実施形態では、杭用鋼管用の継ぎ手1を示したが、本発明の継ぎ手は、杭以外の、例えば柱、トラス、ポール、あるいは、角形管等の円形以外の各種異形管、鋼以外の溶接可能な各種金属製筒材の継ぎ手として広く用いることができるものであることはいうまでもない。   Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. For example, in the above-described embodiment, the joint 1 for a steel pipe for piles is shown. However, the joint of the present invention is not limited to a pile, for example, various modified pipes other than a circle such as a pillar, a truss, a pole, or a square pipe, It goes without saying that it can be widely used as a joint for various metal pipes that can be welded other than steel.

第1実施形態の継ぎ手を示すもので、図(イ)は基端平面図、図(ロ)は正面図である。The joint of 1st Embodiment is shown, A figure (I) is a base end top view, A figure (B) is a front view. 肉盛り部の拡大側面図である。It is an enlarged side view of a built-up part. 図(イ)は継ぎ手と杭用鋼管を分離状態にして示す正面図、図(ロ)は継ぎ手と杭用鋼管を嵌合した状態の肉盛り部における正面図、図(ハ)は継ぎ手と杭用鋼管を嵌合した状態の肉盛り部以外の部分正面図である。Figure (a) is a front view showing the joint and the steel pipe for piles in a separated state, Figure (b) is a front view of the built-up part with the joint and the steel pipe for piles fitted, and Figure (c) is the joint and the pile. It is a partial front view other than the build-up part of the state which fitted the steel pipe for operation. 第2実施形態の継ぎ手を示すもので、図(イ)は基端平面図、図(ロ)は正面図である。The joint of 2nd Embodiment is shown, A figure (I) is a base end top view, A figure (B) is a front view. 肉盛り部の拡大側面図である。It is an enlarged side view of a built-up part. 肉薄の杭用鋼管と溶接する場合のもので、図(イ)は継ぎ手と杭用鋼管を分離状態にして示す正面図、図(ロ)は継ぎ手と杭用鋼管を嵌合した状態の肉盛り部における正面図、図(ハ)は継ぎ手と杭用鋼管を嵌合した状態の肉盛り部以外の部分正面図である。Fig. (A) is a front view showing the joint and pile steel pipe in a separated state. Figure (b) is a build-up with the joint and pile steel pipe engaged. The front view in a part and a figure (C) are partial front views other than the build-up part of the state which fitted the joint and the steel pipe for piles. 肉太の杭用鋼管と溶接する場合のもので、図(イ)は継ぎ手と杭用鋼管を分離状態にして示す正面図、図(ロ)は継ぎ手と杭用鋼管を嵌合した状態の肉盛り部における正面図、図(ハ)は継ぎ手と杭用鋼管を嵌合した状態の肉盛り部以外の部分正面図である。Figure (A) is a front view showing the joint and the pile steel pipe in a separated state, and (B) is the meat with the joint and the pile steel pipe fitted together. A front view and a figure (c) in a filling part are partial front views other than a build-up part in the state where a joint and a steel pipe for piles were fitted. 図(イ)〜図(ニ)はそれぞれ、従来の継ぎ手と杭用鋼管との関係を示す正面図である。Drawing (a)-figure (d) are front views which show the relation between the conventional joint and the steel pipe for piles, respectively.

符号の説明Explanation of symbols

1…継ぎ手
2…杭用鋼管(金属製筒材)
3…環状溝
4…開先用斜面部
5…嵌合凸部
6…肉盛り部
7…テーパー斜面部
8…当接部
A…軸線
B…軸線
R…ルート間隔
1 ... Fitting 2 ... Steel pipe for pile (metal cylinder)
DESCRIPTION OF SYMBOLS 3 ... Annular groove 4 ... Slope part for groove | channel 5 ... Fitting convex part 6 ... Overlaying part 7 ... Tapered slope part 8 ... Contact part A ... Axis line B ... Axis line R ... Route space | interval

Claims (4)

金属製筒材の端部に溶接で取り付けられる継ぎ手であって、
筒材の端面部との間に溶接用の環状溝を形成する環状の開先用斜面部と、筒材の端部に内嵌め状態に嵌合される裏当て用の嵌合凸部とが備えられ、
前記開先用斜面部と嵌合凸部との境界部分において、周方向に間隔をおいた少なくとも3カ所に肉盛り部が備えられ、
各肉盛り部は、筒材の軸線と継ぎ手の軸線との平行なずれを規制するテーパー斜面部と、筒材の端面を当接させて筒材の軸線と継ぎ手の軸線との角度のずれを規制する当接部とを備え、かつ、筒材の端面を各肉盛り部の当接部に当接させた状態で、筒材端部との間に所定のルート間隔が形成されるようになされていることを特徴とする、杭用鋼管などの金属製筒材用の継ぎ手。
A joint that is welded to the end of a metal cylinder,
An annular groove slope portion that forms an annular groove for welding with the end surface portion of the tubular material, and a fitting convex portion for backing that fits into the end portion of the tubular material in an internally fitted state. Provided,
In the boundary portion between the groove slope portion and the fitting convex portion, a built-up portion is provided in at least three places spaced in the circumferential direction,
Each build-up part has a tapered slope that regulates the parallel displacement between the axis of the cylinder and the axis of the joint, and the end face of the cylinder makes contact with the angle between the axis of the cylinder and the axis of the joint. And a predetermined route interval is formed between the end portions of the cylinder members in a state in which the end surfaces of the cylinder members are in contact with the contact portions of the build-up portions. A joint for metal cylinders such as steel pipes for piles, characterized by being made.
前記各肉盛り部に備えられているテーパー斜面部への筒材端部の嵌合により、溶接のための仮接合状態が形成されるようになされている請求項1に記載の、杭用鋼管などの金属製筒材用の継ぎ手。   The steel pipe for piles according to claim 1, wherein a temporary joining state for welding is formed by fitting the end portion of the tubular member to the tapered slope portion provided in each of the build-up portions. Fittings for metal tubes such as 前記嵌合凸部が多段に備えられると共に、各肉盛り部にテーパー斜面部と当接部とが対応する多段に備えられている請求項1又は2に記載の、杭用鋼管などの金属製筒材用の継ぎ手。   The fitting convex portion is provided in multiple stages, and each build-up portion is provided in multiple stages in which a tapered slope portion and a contact portion correspond to each other. Joint for tubular materials. 鋳造品からなり、前記各肉盛り部が鋳造で一体成形されている請求項1乃至3のいずれ一に記載の、杭用鋼管などの金属製筒材用の継ぎ手。   The joint for metal cylinder materials, such as a steel pipe for piles, as described in any one of Claims 1 thru | or 3 which consists of castings, and each said build-up part is integrally formed by casting.
JP2004098807A 2004-03-30 2004-03-30 Fittings for metal cylinders such as pile steel pipes Expired - Fee Related JP4298561B2 (en)

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Cited By (6)

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WO2010137294A1 (en) * 2009-05-25 2010-12-02 株式会社新生工務 Steel pipe joining structure, steel pipe joining method, and joint members
JP2019011627A (en) * 2017-06-30 2019-01-24 大和ハウス工業株式会社 Joint member for steel pipe pile
JP2020139283A (en) * 2019-02-27 2020-09-03 株式会社シグマベース Different diameter steel pipe pile connecting member and steel pipe pile using the same
JP7044911B1 (en) 2021-01-26 2022-03-30 フジモリ産業株式会社 Ground reinforced steel pipe and its joint pipe
JP2022114464A (en) * 2021-01-26 2022-08-05 フジモリ産業株式会社 Natural ground reinforcement steel pipe
JP7454535B2 (en) 2021-09-28 2024-03-22 Toto株式会社 toilet equipment

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2010137294A1 (en) * 2009-05-25 2010-12-02 株式会社新生工務 Steel pipe joining structure, steel pipe joining method, and joint members
JP5416208B2 (en) * 2009-05-25 2014-02-12 株式会社新生工務 Steel pipe connection structure, steel pipe connection method, and joint member
JP2019011627A (en) * 2017-06-30 2019-01-24 大和ハウス工業株式会社 Joint member for steel pipe pile
JP2020139283A (en) * 2019-02-27 2020-09-03 株式会社シグマベース Different diameter steel pipe pile connecting member and steel pipe pile using the same
JP7044911B1 (en) 2021-01-26 2022-03-30 フジモリ産業株式会社 Ground reinforced steel pipe and its joint pipe
JP2022114321A (en) * 2021-01-26 2022-08-05 フジモリ産業株式会社 Natural ground reinforcement steel pipe and joint pipe part
JP2022114464A (en) * 2021-01-26 2022-08-05 フジモリ産業株式会社 Natural ground reinforcement steel pipe
JP7281572B2 (en) 2021-01-26 2023-05-25 フジモリ産業株式会社 Ground reinforcement steel pipe
JP7454535B2 (en) 2021-09-28 2024-03-22 Toto株式会社 toilet equipment

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