Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINING STRUCTURE OF STEEL GIRDER AND JOINING METHOD OF STEEL GIRDER
PROBLEM TO BE SOLVED: To provide joining structure of a steel girder and a joining method of the steel girder enabling steel girders to be easily and inexpensively joined to each other.SOLUTION: The joining structure of a steel girder is provided in which axially adjacent steel girders 3 and 3 having webs 31 and lower flanges 32 continuous with the lower sides of the webs 31 are joined together. In the joining structure, lower flanges 32 of the respective steel girders 3 and 3 axially adjacent to each other are axially joined together, and the joining structure comprises a reinforced-concrete-made concrete joining part 2 for integrally surrounding opposed end parts of the respective axially adjacent steel girders 3 and 3, the web 31 comprises a first hole part (a first dislocation stop part) 33 on the axial end part side, and the first hole parts 33 of the respective adjacent steel girders 3 and 3 and a joining part of the lower flanges 32 are buried in the concrete joining part 2.SELECTED DRAWING: Figure 1
【課題】鋼桁どうしの接合を容易にかつ安価に行うことができる鋼桁の接合構造および鋼桁の接合方法を提供する。【解決手段】軸線方向に隣り合い、ウェブ３１とウェブ３１の下側に連続する下フランジ３２とを有する鋼桁３，３どうしが接合される鋼桁の接合構造において、軸線方向に隣り合う鋼桁３，３それぞれの下フランジ３２どうしが接合され、軸線方向に隣り合う鋼桁３，３それぞれの対向する端部どうしを一体に囲繞する鉄筋コンクリート製のコンクリート接合部２を有し、ウェブ３１は、軸線方向の端部側に第１孔部（第１ずれ止め部）３３を有し、隣り合う鋼桁３，３それぞれの第１孔部３３、および下フランジ３２どうしの接合部は、コンクリート接合部２に埋設されている。【選択図】図１
JOINING STRUCTURE OF STEEL GIRDER AND JOINING METHOD OF STEEL GIRDER
PROBLEM TO BE SOLVED: To provide joining structure of a steel girder and a joining method of the steel girder enabling steel girders to be easily and inexpensively joined to each other.SOLUTION: The joining structure of a steel girder is provided in which axially adjacent steel girders 3 and 3 having webs 31 and lower flanges 32 continuous with the lower sides of the webs 31 are joined together. In the joining structure, lower flanges 32 of the respective steel girders 3 and 3 axially adjacent to each other are axially joined together, and the joining structure comprises a reinforced-concrete-made concrete joining part 2 for integrally surrounding opposed end parts of the respective axially adjacent steel girders 3 and 3, the web 31 comprises a first hole part (a first dislocation stop part) 33 on the axial end part side, and the first hole parts 33 of the respective adjacent steel girders 3 and 3 and a joining part of the lower flanges 32 are buried in the concrete joining part 2.SELECTED DRAWING: Figure 1
【課題】鋼桁どうしの接合を容易にかつ安価に行うことができる鋼桁の接合構造および鋼桁の接合方法を提供する。【解決手段】軸線方向に隣り合い、ウェブ３１とウェブ３１の下側に連続する下フランジ３２とを有する鋼桁３，３どうしが接合される鋼桁の接合構造において、軸線方向に隣り合う鋼桁３，３それぞれの下フランジ３２どうしが接合され、軸線方向に隣り合う鋼桁３，３それぞれの対向する端部どうしを一体に囲繞する鉄筋コンクリート製のコンクリート接合部２を有し、ウェブ３１は、軸線方向の端部側に第１孔部（第１ずれ止め部）３３を有し、隣り合う鋼桁３，３それぞれの第１孔部３３、および下フランジ３２どうしの接合部は、コンクリート接合部２に埋設されている。【選択図】図１
JOINING STRUCTURE OF STEEL GIRDER AND JOINING METHOD OF STEEL GIRDER
鋼桁の接合構造および鋼桁の接合方法
SASADA KOHEI (Autor:in) / IKEDA MANABU (Autor:in) / SAITO MASAMITSU (Autor:in)
28.09.2017
Patent
Elektronische Ressource
Japanisch
IPC:
E01D
BRIDGES
,
Brücken
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