Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINT STRUCTURE OF GIRDER AND BEAM, AND JOINT METHOD OF GIRDER AND BEAM
To provide a joint structure of a girder and a beam which can alleviate time and effort for processing and which is applicable to joining a girder and a beam which have the same beam depth, and to provide a joint method of a girder and a beam.SOLUTION: A joint structure 100 joins a girder 10 and a pair of beams 20 which have the same beam depth as the girder 10, which are placed on both sides of the girder 10, and which are orthogonal to the girder 10. The joint structure 100 of the girder 10 and the beam 20 includes a lower side splice plate 40 which is orthogonal to the girder 10, which is placed below a lower surface 13b of a lower flange 13 of the girder 10, and which overhangs to both sides of the girder 10. The lower side splice plate 40 is welded to the lower flange 13 of the girder 10, lower flanges 23 of the pair of beams 20 are placed on the lower side splice plate 40, and the lower flanges 23 of the pair of beams 20 and the lower splice plate 40 are bolt-joined.SELECTED DRAWING: Figure 1
【課題】加工手間を軽減することが可能であり、梁せいが同じである大梁と小梁の接合に適用可能な、大梁と小梁の接合構造、及び大梁と小梁の接合方法を提供すること。【解決手段】接合構造１００は、大梁１０と、大梁１０と梁のせいが同じであり、大梁１０の両側に配置され、大梁１０と直交する一対の小梁２０とを接合する、大梁１０と小梁２０の接合構造１００であって、大梁１０と直交し、大梁１０の下フランジ１３の下面１３ｂの下に配置され、大梁１０の両側に張り出す下側スプライスプレート４０を備え、下側スプライスプレート４０は、大梁１０の下フランジ１３に溶接され、一対の小梁２０の下フランジ２３は、下側スプライスプレート４０の上に載置され、一対の小梁２０の下フランジ２３と下側スプライスプレート４０は、ボルト接合されている。【選択図】図１
JOINT STRUCTURE OF GIRDER AND BEAM, AND JOINT METHOD OF GIRDER AND BEAM
To provide a joint structure of a girder and a beam which can alleviate time and effort for processing and which is applicable to joining a girder and a beam which have the same beam depth, and to provide a joint method of a girder and a beam.SOLUTION: A joint structure 100 joins a girder 10 and a pair of beams 20 which have the same beam depth as the girder 10, which are placed on both sides of the girder 10, and which are orthogonal to the girder 10. The joint structure 100 of the girder 10 and the beam 20 includes a lower side splice plate 40 which is orthogonal to the girder 10, which is placed below a lower surface 13b of a lower flange 13 of the girder 10, and which overhangs to both sides of the girder 10. The lower side splice plate 40 is welded to the lower flange 13 of the girder 10, lower flanges 23 of the pair of beams 20 are placed on the lower side splice plate 40, and the lower flanges 23 of the pair of beams 20 and the lower splice plate 40 are bolt-joined.SELECTED DRAWING: Figure 1
【課題】加工手間を軽減することが可能であり、梁せいが同じである大梁と小梁の接合に適用可能な、大梁と小梁の接合構造、及び大梁と小梁の接合方法を提供すること。【解決手段】接合構造１００は、大梁１０と、大梁１０と梁のせいが同じであり、大梁１０の両側に配置され、大梁１０と直交する一対の小梁２０とを接合する、大梁１０と小梁２０の接合構造１００であって、大梁１０と直交し、大梁１０の下フランジ１３の下面１３ｂの下に配置され、大梁１０の両側に張り出す下側スプライスプレート４０を備え、下側スプライスプレート４０は、大梁１０の下フランジ１３に溶接され、一対の小梁２０の下フランジ２３は、下側スプライスプレート４０の上に載置され、一対の小梁２０の下フランジ２３と下側スプライスプレート４０は、ボルト接合されている。【選択図】図１
JOINT STRUCTURE OF GIRDER AND BEAM, AND JOINT METHOD OF GIRDER AND BEAM
大梁と小梁の接合構造、及び大梁と小梁の接合方法
NISHI TAKUMA (Autor:in) / YOSHIDA FUMIHISA (Autor:in) / NAGAMINE SHOKO (Autor:in) / HIROSHIMA SATORU (Autor:in) / SHIMIZU NOBUTAKA (Autor:in) / AOYANAGI SATOSHI (Autor:in) / KITAOKA SATOSHI (Autor:in) / TERASAWA HIROOKI (Autor:in)
13.09.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS