A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SHAPE STEEL, FLOOR STRUCTURE, AND CONSTRUCTION METHOD OF FLOOR STRUCTURE
To provide a shape steel having a web part and a pair of flange parts and preventing the yield of a lower flange part in advance to an upper flange part while securing the bondability of a connection member for floor material connection and the upper flange part.SOLUTION: A shape steel 20 includes: a linear web part 22; a first flange part 24 extending from one end 22A of the web part 22 in the lateral direction to one side and the other side in the direction orthogonal to the longitudinal direction and the lateral direction of the web part 22, respectively, and connected to a floor slab 28; and a second flange part 26 that extends from the other end part 22B in the lateral direction of the web part 22 to one side and the other side in the perpendicular direction, is arranged opposite to the first flange part 24 across the web part 22, and has a thickness greater than or equal to the first flange part 24 and has a yield point larger than that of the first flange part 24.SELECTED DRAWING: Figure 4
【課題】ウェブ部と一対のフランジ部とを備え、床材接続用の接続部材と上フランジ部との接合性を確保しつつ、上フランジ部に対して下フランジ部が先行して降伏するのを抑制する形鋼を提供する。【解決手段】形鋼２０は、直線状のウェブ部２２と、ウェブ部２２の短手方向の一端部２２Ａからウェブ部２２の長手方向及び短手方向に対して直交する方向の一方及び他方にそれぞれ延出し、床スラブ２８に接続される第１フランジ部２４と、前記ウェブ部２２の短手方向の他端部２２Ｂから前記直交する方向の一方及び他方にそれぞれ延出し、ウェブ部２２を挟んで第１フランジ部２４に対向配置され、厚みが第１フランジ部２４以上で且つ第１フランジ部２４よりも降伏点が大きい第２フランジ部２６と、を備える。【選択図】図４
SHAPE STEEL, FLOOR STRUCTURE, AND CONSTRUCTION METHOD OF FLOOR STRUCTURE
To provide a shape steel having a web part and a pair of flange parts and preventing the yield of a lower flange part in advance to an upper flange part while securing the bondability of a connection member for floor material connection and the upper flange part.SOLUTION: A shape steel 20 includes: a linear web part 22; a first flange part 24 extending from one end 22A of the web part 22 in the lateral direction to one side and the other side in the direction orthogonal to the longitudinal direction and the lateral direction of the web part 22, respectively, and connected to a floor slab 28; and a second flange part 26 that extends from the other end part 22B in the lateral direction of the web part 22 to one side and the other side in the perpendicular direction, is arranged opposite to the first flange part 24 across the web part 22, and has a thickness greater than or equal to the first flange part 24 and has a yield point larger than that of the first flange part 24.SELECTED DRAWING: Figure 4
【課題】ウェブ部と一対のフランジ部とを備え、床材接続用の接続部材と上フランジ部との接合性を確保しつつ、上フランジ部に対して下フランジ部が先行して降伏するのを抑制する形鋼を提供する。【解決手段】形鋼２０は、直線状のウェブ部２２と、ウェブ部２２の短手方向の一端部２２Ａからウェブ部２２の長手方向及び短手方向に対して直交する方向の一方及び他方にそれぞれ延出し、床スラブ２８に接続される第１フランジ部２４と、前記ウェブ部２２の短手方向の他端部２２Ｂから前記直交する方向の一方及び他方にそれぞれ延出し、ウェブ部２２を挟んで第１フランジ部２４に対向配置され、厚みが第１フランジ部２４以上で且つ第１フランジ部２４よりも降伏点が大きい第２フランジ部２６と、を備える。【選択図】図４
SHAPE STEEL, FLOOR STRUCTURE, AND CONSTRUCTION METHOD OF FLOOR STRUCTURE
形鋼、床構造及び床構造の施工方法
SHIMIZU NOBUTAKA (author) / SATO KEIICHI (author) / KUWATA RYOHEI (author) / KITAOKA SATOSHI (author)
2020-05-21
Patent
Electronic Resource
Japanese
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