A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
ASEISMIC STRUCTURE OF WOODEN BUILDING
To provide an aseismic structure of a wooden building allowing enough aseismic reinforcement without removing an inserting head jamb.SOLUTION: An aseismic structure 1 of a wooden building according to the present invention is configured to arrange each of lower ends and each of upper ends of reinforcement rigid columns 21a, 21b for lower sections to be connected to a layer foundation 2 and an inserting head jamb 5, respectively, as well as to arrange each of lower ends and each of upper ends of reinforcement rigid columns 22a, 22b for upper sections to be connected to the inserting head jamb 5 and a roof beam 3, respectively. Further, a load bearing wall 23a for a lower section is arranged to connect each of its side edge parts to a column 4a and the reinforcement rigid column 21a for the lower section, and a load bearing wall 24a for an upper section is arranged to connect each of its side edge parts to a column 4a and the reinforcement rigid column 22a for the upper section, as well as a load bearing wall 23b for a lower section is arranged to connect each of its side edge parts to a column 4b and the reinforcement rigid column 21b for the lower section, and a load bearing wall 24b for an upper section is arranged to connect each of its side edge parts to the column 4b and the reinforcement rigid column 22b for the upper section.SELECTED DRAWING: Figure 1
【課題】差し鴨居を撤去することなく十分な耐震補強を行うことが可能な木造建築物の耐震構造を提供する。【解決手段】本発明に係る木造建築物の耐震構造１は、下段補剛柱２１ａ，２１ｂを、各下端が敷き土台２に、各上端が差し鴨居５にそれぞれ接合されるように配置してあるとともに、上段補剛柱２２ａ，２２ｂを、各下端が差し鴨居５に、各上端が小屋梁３にそれぞれ接合されるように配置してある。また、柱４ａと下段補剛柱２１ａとに各側方縁部がそれぞれ連結されるように下段耐力壁２３ａを、柱４ａと上段補剛柱２２ａに各側方縁部がそれぞれ連結されるように上段耐力壁２４ａをそれぞれ配置してあるとともに、柱４ｂと下段補剛柱２１ｂとに各側方縁部がそれぞれ連結されるように下段耐力壁２３ｂを、柱４ｂと上段補剛柱２２ｂに各側方縁部がそれぞれ連結されるように上段耐力壁２４ｂをそれぞれ配置してある。【選択図】 図１
ASEISMIC STRUCTURE OF WOODEN BUILDING
To provide an aseismic structure of a wooden building allowing enough aseismic reinforcement without removing an inserting head jamb.SOLUTION: An aseismic structure 1 of a wooden building according to the present invention is configured to arrange each of lower ends and each of upper ends of reinforcement rigid columns 21a, 21b for lower sections to be connected to a layer foundation 2 and an inserting head jamb 5, respectively, as well as to arrange each of lower ends and each of upper ends of reinforcement rigid columns 22a, 22b for upper sections to be connected to the inserting head jamb 5 and a roof beam 3, respectively. Further, a load bearing wall 23a for a lower section is arranged to connect each of its side edge parts to a column 4a and the reinforcement rigid column 21a for the lower section, and a load bearing wall 24a for an upper section is arranged to connect each of its side edge parts to a column 4a and the reinforcement rigid column 22a for the upper section, as well as a load bearing wall 23b for a lower section is arranged to connect each of its side edge parts to a column 4b and the reinforcement rigid column 21b for the lower section, and a load bearing wall 24b for an upper section is arranged to connect each of its side edge parts to the column 4b and the reinforcement rigid column 22b for the upper section.SELECTED DRAWING: Figure 1
【課題】差し鴨居を撤去することなく十分な耐震補強を行うことが可能な木造建築物の耐震構造を提供する。【解決手段】本発明に係る木造建築物の耐震構造１は、下段補剛柱２１ａ，２１ｂを、各下端が敷き土台２に、各上端が差し鴨居５にそれぞれ接合されるように配置してあるとともに、上段補剛柱２２ａ，２２ｂを、各下端が差し鴨居５に、各上端が小屋梁３にそれぞれ接合されるように配置してある。また、柱４ａと下段補剛柱２１ａとに各側方縁部がそれぞれ連結されるように下段耐力壁２３ａを、柱４ａと上段補剛柱２２ａに各側方縁部がそれぞれ連結されるように上段耐力壁２４ａをそれぞれ配置してあるとともに、柱４ｂと下段補剛柱２１ｂとに各側方縁部がそれぞれ連結されるように下段耐力壁２３ｂを、柱４ｂと上段補剛柱２２ｂに各側方縁部がそれぞれ連結されるように上段耐力壁２４ｂをそれぞれ配置してある。【選択図】 図１
ASEISMIC STRUCTURE OF WOODEN BUILDING
木造建築物の耐震構造
UCHIDA AKIRA (author) / MACHIDA KENICHI (author) / NAKAJIMA HIROTAKA (author) / ODAWARA MASANORI (author) / OSAWA YASUTO (author) / YAMAMOTO NAOTAKA (author)
2020-11-26
Patent
Electronic Resource
Japanese