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A platform for research: civil engineering, architecture and urbanism
WOODEN COLUMN REINFORCING MEMBER AND WOODEN BUILDING
PROBLEM TO BE SOLVED: To provide a wooden column reinforcing member capable of suppressing a change of appearance and of improving earthquake resistance.SOLUTION: Reinforcing metal fittings 100 are installed in a column base part 52 of a wooden column 50 so that the contact width (column width) of the wooden column 50 against a foundation stone 60 becomes practically larger due to an extending part 120 of the reinforcing metal fittings 100, thereby increasing inclination resilience (rocking resistance) of the wooden column 50.
【課題】観の変更を抑えつつ、耐震性を向上させる木質柱の補強部材を提供する。【解決手段】木質柱５０の柱脚部５２に補強金物１００を取り付けることで、木質柱５０の柱脚部５２の礎石６０に対する接触幅（柱幅）が、実質的に補強金物１００の張出部１２０により大きくなり、よって、木質柱５０の傾斜復元力（ロッキング抵抗力）が大きくなる。【選択図】図２
WOODEN COLUMN REINFORCING MEMBER AND WOODEN BUILDING
PROBLEM TO BE SOLVED: To provide a wooden column reinforcing member capable of suppressing a change of appearance and of improving earthquake resistance.SOLUTION: Reinforcing metal fittings 100 are installed in a column base part 52 of a wooden column 50 so that the contact width (column width) of the wooden column 50 against a foundation stone 60 becomes practically larger due to an extending part 120 of the reinforcing metal fittings 100, thereby increasing inclination resilience (rocking resistance) of the wooden column 50.
【課題】観の変更を抑えつつ、耐震性を向上させる木質柱の補強部材を提供する。【解決手段】木質柱５０の柱脚部５２に補強金物１００を取り付けることで、木質柱５０の柱脚部５２の礎石６０に対する接触幅（柱幅）が、実質的に補強金物１００の張出部１２０により大きくなり、よって、木質柱５０の傾斜復元力（ロッキング抵抗力）が大きくなる。【選択図】図２
WOODEN COLUMN REINFORCING MEMBER AND WOODEN BUILDING
木質柱の補強部材、及び木造建築物
TAGAKI KINYA (author) / SUGA JUNKO (author) / YAMAMOTO SHUNJI (author)
2015-11-02
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
REINFORCING STRUCTURE OF WOODEN STRUCTURAL MEMBER AND WOODEN BUILDING
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