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STEEL STRUCTURE BUILDING AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a steel structure building capable of reinforcing a beam steel material and a column steel material by a simple structure without requiring a space.SOLUTION: At least either a beam steel material 10 or a column steel material 20 consists of a highly strengthened region 5A in a part, which is strengthened by hardening, and a non-highly strengthened region 5B in the other parts. The highly strengthen region 5A exists at a region where compression stress or tension stress is maximized when bending moment is applied. As a process to connect a reinforcement plate material such as a reinforcement plate becomes unnecessary, or area requiring hardening is reduced even if the reinforcement plate material 6 is connected to the steel material, work time for hardening can be reduced.SELECTED DRAWING: Figure 1
【課題】梁用鉄骨材や柱用鉄骨材をスペースがとられることなく簡易な構造で補強できる鉄骨造建物を提供すること。【解決手段】梁用鉄骨材10と柱用鉄骨材20の少なくとも一方は、焼入れによって高い強度にした高強度化領域5Aを一部に有し、他を非高強度化領域5Bとする。高強度化領域5Aは、曲げモーメントが作用した時に圧縮応力あるいは引張応力が最も大きくなる領域にある。補強プレート等の補強用の板材を鉄骨材に接合することが不要となるか、あるいは、補強用の板材6を鉄骨材に接合するとしても、焼入れが必要とされる面積が小さくなり、焼入れのための作業時間を短縮することができる。【選択図】図1
STEEL STRUCTURE BUILDING AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a steel structure building capable of reinforcing a beam steel material and a column steel material by a simple structure without requiring a space.SOLUTION: At least either a beam steel material 10 or a column steel material 20 consists of a highly strengthened region 5A in a part, which is strengthened by hardening, and a non-highly strengthened region 5B in the other parts. The highly strengthen region 5A exists at a region where compression stress or tension stress is maximized when bending moment is applied. As a process to connect a reinforcement plate material such as a reinforcement plate becomes unnecessary, or area requiring hardening is reduced even if the reinforcement plate material 6 is connected to the steel material, work time for hardening can be reduced.SELECTED DRAWING: Figure 1
【課題】梁用鉄骨材や柱用鉄骨材をスペースがとられることなく簡易な構造で補強できる鉄骨造建物を提供すること。【解決手段】梁用鉄骨材10と柱用鉄骨材20の少なくとも一方は、焼入れによって高い強度にした高強度化領域5Aを一部に有し、他を非高強度化領域5Bとする。高強度化領域5Aは、曲げモーメントが作用した時に圧縮応力あるいは引張応力が最も大きくなる領域にある。補強プレート等の補強用の板材を鉄骨材に接合することが不要となるか、あるいは、補強用の板材6を鉄骨材に接合するとしても、焼入れが必要とされる面積が小さくなり、焼入れのための作業時間を短縮することができる。【選択図】図1
STEEL STRUCTURE BUILDING AND CONSTRUCTION METHOD THEREOF
鉄骨造建物及びその施工方法
MURATA YOSHIYUKI (Autor:in) / NISHIYAMA MINEHIRO (Autor:in)
22.03.2018
Patent
Elektronische Ressource
Japanisch
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