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STEEL BEAM, JOINING STRUCTURE, AND JOINING METHOD
To provide a steel beam capable of achieving a desired height positional relationship without adjusting an upper flange of another steel beam which is joined orthogonally and its own upper flange.SOLUTION: In a steel beam (10) in which an upper flange (11) and a lower flange (12) are connected by a web (13), a gusset plate 20 extending upward from the lower flange is provided, and the gusset plate 20 includes a plate body portion 21 provided with thread holes (23) and formed in a plate shape which extends in the upward direction while being orthogonal to the web (13), and a plate shape guide piece portion 22 extending from an upper end of the plate body portion 21 to one side while being orthogonal to the plate body portion 21 and parallel to the upper flange (11). The plate body portion 21 and the guide piece portion 22 are projected to the outer side and on the opposite side of the web (13) beyond the upper flange (11).SELECTED DRAWING: Figure 6
【課題】直交させて接合する他の鉄骨梁の上フランジと自らの上フランジとを調節することなく所望の高さ位置関係とすることのできる鉄骨梁を提供する。【解決手段】上フランジ（１１）と下フランジ（１２）とがウェブ（１３）で接続された鉄骨梁（１０）において、下フランジから上方向に伸びるガゼットプレート２０を備え、ガゼットプレート２０は、ウェブ（１３）と直交しつつ上方向に伸びる板状とされてネジ穴（２３）が設けられたプレート本体部２１と、プレート本体部２１に直交しつつ上フランジ（１１）と平行にプレート本体部２１の上端から片側に伸びる板状とされたガイド片部２２と、を有し、プレート本体部２１およびガイド片部２２は、上フランジ（１１）よりもウェブ（１３）とは反対側の外側に突出している。【選択図】図６
STEEL BEAM, JOINING STRUCTURE, AND JOINING METHOD
To provide a steel beam capable of achieving a desired height positional relationship without adjusting an upper flange of another steel beam which is joined orthogonally and its own upper flange.SOLUTION: In a steel beam (10) in which an upper flange (11) and a lower flange (12) are connected by a web (13), a gusset plate 20 extending upward from the lower flange is provided, and the gusset plate 20 includes a plate body portion 21 provided with thread holes (23) and formed in a plate shape which extends in the upward direction while being orthogonal to the web (13), and a plate shape guide piece portion 22 extending from an upper end of the plate body portion 21 to one side while being orthogonal to the plate body portion 21 and parallel to the upper flange (11). The plate body portion 21 and the guide piece portion 22 are projected to the outer side and on the opposite side of the web (13) beyond the upper flange (11).SELECTED DRAWING: Figure 6
【課題】直交させて接合する他の鉄骨梁の上フランジと自らの上フランジとを調節することなく所望の高さ位置関係とすることのできる鉄骨梁を提供する。【解決手段】上フランジ（１１）と下フランジ（１２）とがウェブ（１３）で接続された鉄骨梁（１０）において、下フランジから上方向に伸びるガゼットプレート２０を備え、ガゼットプレート２０は、ウェブ（１３）と直交しつつ上方向に伸びる板状とされてネジ穴（２３）が設けられたプレート本体部２１と、プレート本体部２１に直交しつつ上フランジ（１１）と平行にプレート本体部２１の上端から片側に伸びる板状とされたガイド片部２２と、を有し、プレート本体部２１およびガイド片部２２は、上フランジ（１１）よりもウェブ（１３）とは反対側の外側に突出している。【選択図】図６
STEEL BEAM, JOINING STRUCTURE, AND JOINING METHOD
鉄骨梁、接合構造および接合方法
MIYAZAKI HIROTAKA (author)
2020-05-21
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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