Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
STEEL EARTHQUAKE-RESISTING WALL, BUILDING WITH EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a steel earthquake-resisting wall capable of preventing buckling by a simple structure.SOLUTION: At least a corner part of a peripheral region along a column 10 and a beam 20 of a steel earthquake-resisting wall 30, which faces a column-beam connection part 40, is formed as a highly strengthened region 5, which is strengthened by hardening. A region other than the highly strengthened region is formed as non-highly strengthened region 6. Thus strength at a part (corner part) on diagonal line along which the largest force is generated by an earthquake increases and the steel earthquake-resisting wall 30 can be prevented from buckling.SELECTED DRAWING: Figure 1
【課題】簡易な構造で座屈を防止できる鋼製耐震壁を提供すること。【解決手段】鋼製耐震壁３０の柱１０と梁２０とにそれぞれ沿った周辺部領域であって、少なくとも柱梁接合部４０に対応する隅部を、焼入れによって高い強度にした高強度化領域５とし、高強度化領域ではない領域を非高強度化領域６とした。そのため、地震等によって最も力が生じる対角線上にある部分（隅部）の強度が大きくなり、鋼製耐震壁３０が座屈することを防止できる。【選択図】図１
STEEL EARTHQUAKE-RESISTING WALL, BUILDING WITH EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD THEREOF
PROBLEM TO BE SOLVED: To provide a steel earthquake-resisting wall capable of preventing buckling by a simple structure.SOLUTION: At least a corner part of a peripheral region along a column 10 and a beam 20 of a steel earthquake-resisting wall 30, which faces a column-beam connection part 40, is formed as a highly strengthened region 5, which is strengthened by hardening. A region other than the highly strengthened region is formed as non-highly strengthened region 6. Thus strength at a part (corner part) on diagonal line along which the largest force is generated by an earthquake increases and the steel earthquake-resisting wall 30 can be prevented from buckling.SELECTED DRAWING: Figure 1
【課題】簡易な構造で座屈を防止できる鋼製耐震壁を提供すること。【解決手段】鋼製耐震壁３０の柱１０と梁２０とにそれぞれ沿った周辺部領域であって、少なくとも柱梁接合部４０に対応する隅部を、焼入れによって高い強度にした高強度化領域５とし、高強度化領域ではない領域を非高強度化領域６とした。そのため、地震等によって最も力が生じる対角線上にある部分（隅部）の強度が大きくなり、鋼製耐震壁３０が座屈することを防止できる。【選択図】図１
STEEL EARTHQUAKE-RESISTING WALL, BUILDING WITH EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD THEREOF
鋼製耐震壁、耐震壁付建物及び耐震壁付建物の施工方法
MURATA YOSHIYUKI (Autor:in) / NISHIYAMA MINEHIRO (Autor:in)
22.03.2018
Patent
Elektronische Ressource
Japanisch
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