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STRUCTURE AND METHOD FOR JOINING REINFORCED-CONCRETE COLUMN TO STEEL BEAM
PROBLEM TO BE SOLVED: To provide a structure and method for joining a reinforced-concrete column to a steel beam, allowing a steel frame to be easily processed and the junction between the reinforced-concrete column and the steel beam to be easily constructed.SOLUTION: In a junction structure between a reinforced-concrete column 1 and a steel beam 2, a junction 3 between the reinforced-concrete column 1 and the steel beam 2 comprises shear reinforcements of the reinforced-concrete column 1 including a first shear reinforcement 4 and a second shear reinforcement 5, and a shell 6 in which the first shear reinforcement 4 is inserted from one end and the second shear reinforcement 5 is inserted from another end. The first shear reinforcement 4 is inserted into a hole part 22 formed in the steel beam 2, and the second shear reinforcement 5 is disposed between the first shear reinforcements 4 and 4 adjacent to each other around the axis of the reinforced-concrete column 1. The shell 6 is crimped to the first shear reinforcement 4 and the second shear reinforcement 5, so as to surround the outer periphery thereof.SELECTED DRAWING: Figure 2
【課題】鉄骨の加工が容易であるとともに、鉄筋コンクリート柱と鉄骨梁の接合を容易に施工することができる鉄筋コンクリート柱と鉄骨梁の接合構造、および鉄筋コンクリート柱と鉄骨梁の接合方法を提供する。【解決手段】鉄筋コンクリート柱１と鉄骨梁２の接合構造において、鉄筋コンクリート柱１と鉄骨梁２の接合部３は、鉄筋コンクリート柱１のせん断補強筋が第１せん断補強筋４と、第２せん断補強筋５とで構成されるとともに、一方の端部から第１せん断補強筋４が挿入され他方の端部から第２せん断補強筋５が挿入される管体６を有していて、第１せん断補強筋４は、鉄骨梁２に形成された孔部２２に挿通され、第２せん断補強筋５は、鉄筋コンクリート柱１の軸線回りに隣り合う第１せん断補強筋４，４の間に配置されていて、管体６は、第１せん断補強筋４および第２せん断補強筋５にこれらの外周を囲繞するようにして圧着されている。【選択図】図２
STRUCTURE AND METHOD FOR JOINING REINFORCED-CONCRETE COLUMN TO STEEL BEAM
PROBLEM TO BE SOLVED: To provide a structure and method for joining a reinforced-concrete column to a steel beam, allowing a steel frame to be easily processed and the junction between the reinforced-concrete column and the steel beam to be easily constructed.SOLUTION: In a junction structure between a reinforced-concrete column 1 and a steel beam 2, a junction 3 between the reinforced-concrete column 1 and the steel beam 2 comprises shear reinforcements of the reinforced-concrete column 1 including a first shear reinforcement 4 and a second shear reinforcement 5, and a shell 6 in which the first shear reinforcement 4 is inserted from one end and the second shear reinforcement 5 is inserted from another end. The first shear reinforcement 4 is inserted into a hole part 22 formed in the steel beam 2, and the second shear reinforcement 5 is disposed between the first shear reinforcements 4 and 4 adjacent to each other around the axis of the reinforced-concrete column 1. The shell 6 is crimped to the first shear reinforcement 4 and the second shear reinforcement 5, so as to surround the outer periphery thereof.SELECTED DRAWING: Figure 2
【課題】鉄骨の加工が容易であるとともに、鉄筋コンクリート柱と鉄骨梁の接合を容易に施工することができる鉄筋コンクリート柱と鉄骨梁の接合構造、および鉄筋コンクリート柱と鉄骨梁の接合方法を提供する。【解決手段】鉄筋コンクリート柱１と鉄骨梁２の接合構造において、鉄筋コンクリート柱１と鉄骨梁２の接合部３は、鉄筋コンクリート柱１のせん断補強筋が第１せん断補強筋４と、第２せん断補強筋５とで構成されるとともに、一方の端部から第１せん断補強筋４が挿入され他方の端部から第２せん断補強筋５が挿入される管体６を有していて、第１せん断補強筋４は、鉄骨梁２に形成された孔部２２に挿通され、第２せん断補強筋５は、鉄筋コンクリート柱１の軸線回りに隣り合う第１せん断補強筋４，４の間に配置されていて、管体６は、第１せん断補強筋４および第２せん断補強筋５にこれらの外周を囲繞するようにして圧着されている。【選択図】図２
STRUCTURE AND METHOD FOR JOINING REINFORCED-CONCRETE COLUMN TO STEEL BEAM
鉄筋コンクリート柱と鉄骨梁の接合構造、および鉄筋コンクリート柱と鉄骨梁の接合方法
ISHII DAIGO (author)
2017-06-08
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
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