SEISMIC REINFORCED WALL STRUCTURE

To provide a seismic reinforced wall structure capable of efficiently seismic-reinforcing by working indoors without removing the ceiling and floor materials while easily designing high-strength seismic reinforced walls.SOLUTION: A seismic reinforced wall structure comprises: a ceiling pocket reinfo...

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Bibliographic Details
Main Authors KISHI YUMIKO, NISHIDA MASAHARU, ADACHI RYOJI
Format Patent
LanguageEnglish
Japanese
Published 02.07.2020
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Summary:To provide a seismic reinforced wall structure capable of efficiently seismic-reinforcing by working indoors without removing the ceiling and floor materials while easily designing high-strength seismic reinforced walls.SOLUTION: A seismic reinforced wall structure comprises: a ceiling pocket reinforcement member 11 in which the side edges on both sides are attached and fixed to a pair of pillars 31 by joining in a state where the upper part is positioned in a ceiling pocket 30a of a wall frame 30; and a reinforcement panel material 17 which is mounted on a pair of pillars 31 in a portion between a ceiling material 34 and a floor material 35. The ceiling pocket reinforcement member 11 includes: a ceiling reinforcing panel material 12; a top timber 13 attached to the edge thereof; and a pair of side timbers 14. The ceiling pocket reinforcement member 11 is fixed to the pillar 31 on both sides via the side timber 14 and is integrally joined to the upper end of the reinforcement panel material 17 in a portion below the ceiling material 34 via a receiving bar 15 laid across the side timbers 14 on both sides.SELECTED DRAWING: Figure 1 【課題】天井材や床材を撤去することなく、屋内からの作業によって効率良く耐震補強できると共に、高耐力の耐震補強壁を容易に設計することのできる耐震補強壁構造を提供する。【解決手段】壁躯体30における天井懐30a内に上部を配置した状態で、両側の側縁部が一対の柱31に接合固定されて取り付けられた天井懐補強部材11と、天井材34と床材35との間の部分において、一対の柱31に架け渡されて取り付けられた補強面材17とを含んで構成される。天井懐補強部材11は、天井部補強面材12と、これの縁部に取り付けられた上部角材13及び一対の側部角材14とを有している。天井懐補強部材11は、側部角材14を介して両側の側縁部が柱31に接合固定されて取り付けられていると共に、両側の側部角材14に架け渡された受け桟15を介して、天井材34よりも下方の部分において、補強面材17の上端部に一体として接合されている。【選択図】図1
Bibliography:Application Number: JP20180238422