A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
To provide a steel pipe joint capable of firmly joining steel pipes and also reducing a production cost.SOLUTION: Each steel pipe joint 1 has the same shape molded in one mold, and comprises a base plate 11 attached to an end Ka of the steel pipe (steel pipe column K), and joining plates 12a, 12b, 12c, 12d erected in a standing manner along an intersection line passing through a center point of the base plate 11 on one surface 11a of the base plate 11 to which the steel plate (steel plate column K) is not attached, and when two steel pipes (steel pipe columns K) are coupled, the joining plates 12a, 12b, 12c, 12d of the steel pipe joint 1 attached to the end Ka of one steel pipe (steel pipe column K) and the joining plates 12a, 12b, 12c, 12d of the steel pipe joint 1 attached to the end Ka of the other steel pipe (steel pipe column K) are superimposed with each other, and a high strength bolt B is used to perform friction joint.SELECTED DRAWING: Figure 1
【課題】鋼管同士を強固に接合でき、製作コストも抑えることができる鋼管継手を提供することを目的としている。【解決手段】各鋼管継手１は、一つの鋳型で鋳造される同一形状であって、前記鋼管（鋼管柱Ｋ）の端部Ｋａに取り付けられるベースプレート１１と、前記鋼管（鋼管柱Ｋ）が取り付けられていないベースプレート１１の一方の面１１ａに、該ベースプレート１１の中心点を通る交差線に沿って、起立状に立設される接合プレート１２ａ、１２ｂ、１２ｃ、１２ｄと、を有し、前記２本の鋼管（鋼管柱Ｋ）を連結する際、一方の鋼管（鋼管柱Ｋ）の端部Ｋａに取り付けられる鋼管継手１の前記接合プレート１２ａ、１２ｂ、１２ｃ、１２ｄと、他方の鋼管（鋼管柱Ｋ）の端部Ｋａに取り付けられる鋼管継手１の前記接合プレート１２ａ、１２ｂ、１２ｃ、１２ｄとを重ね合わせ、高力ボルトＢを用いて摩擦接合してなる。【選択図】図１
To provide a steel pipe joint capable of firmly joining steel pipes and also reducing a production cost.SOLUTION: Each steel pipe joint 1 has the same shape molded in one mold, and comprises a base plate 11 attached to an end Ka of the steel pipe (steel pipe column K), and joining plates 12a, 12b, 12c, 12d erected in a standing manner along an intersection line passing through a center point of the base plate 11 on one surface 11a of the base plate 11 to which the steel plate (steel plate column K) is not attached, and when two steel pipes (steel pipe columns K) are coupled, the joining plates 12a, 12b, 12c, 12d of the steel pipe joint 1 attached to the end Ka of one steel pipe (steel pipe column K) and the joining plates 12a, 12b, 12c, 12d of the steel pipe joint 1 attached to the end Ka of the other steel pipe (steel pipe column K) are superimposed with each other, and a high strength bolt B is used to perform friction joint.SELECTED DRAWING: Figure 1
【課題】鋼管同士を強固に接合でき、製作コストも抑えることができる鋼管継手を提供することを目的としている。【解決手段】各鋼管継手１は、一つの鋳型で鋳造される同一形状であって、前記鋼管（鋼管柱Ｋ）の端部Ｋａに取り付けられるベースプレート１１と、前記鋼管（鋼管柱Ｋ）が取り付けられていないベースプレート１１の一方の面１１ａに、該ベースプレート１１の中心点を通る交差線に沿って、起立状に立設される接合プレート１２ａ、１２ｂ、１２ｃ、１２ｄと、を有し、前記２本の鋼管（鋼管柱Ｋ）を連結する際、一方の鋼管（鋼管柱Ｋ）の端部Ｋａに取り付けられる鋼管継手１の前記接合プレート１２ａ、１２ｂ、１２ｃ、１２ｄと、他方の鋼管（鋼管柱Ｋ）の端部Ｋａに取り付けられる鋼管継手１の前記接合プレート１２ａ、１２ｂ、１２ｃ、１２ｄとを重ね合わせ、高力ボルトＢを用いて摩擦接合してなる。【選択図】図１
STEEL PIPE JOINT
鋼管継手
ONIKI TOSHIYA (author)
2023-11-10
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS