A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
WOODEN EARTHQUAKE RESISTANT WALL
To provide a wooden earthquake resistant wall that can be installed later, with fewer connection hardware than conventional ones, and can maintain greater bearing force and deformation performance.SOLUTION: The wooden earthquake resistant wall comprises: a woody thick plate face material 1 consisting of a plurality of wood panels 20 lined up horizontally in flush; a column-beam frame 2 of RC or SRC construction surrounding four sides of the woody thick plate face material 1; and a connector 30 arranged diagonally from four corners of each wood panel 20 to the center side and connecting the column-beam frame 2 and each wood panel 20. The connector 30 has: an embedded bolt 32 inserted into a lumen 23 of a hole 22 obliquely extending from the four corners of the wood panel 20; a long nut 35 screwed to the other end 32b of the embedded bolt 32; and a high tension bolt 34 connecting the column-beam frame 2 and the long nut 35. The embedded bolt 32 has: a fixed portion 41 located on the center side of the lumen 23 and secured by a filling resin 33; and an unbonded portion 40 located between the long nut 35 and the fixed portion 41 and insulated from the filling resin 33.SELECTED DRAWING: Figure 3
【課題】従来のものより少ない接続金物で大きな耐力と変形性能を維持でき、あと施工可能な木質耐震壁を提供する。【解決手段】面一に横方向に並ぶ複数の木質パネル２０から構成される木質系厚板面材１と、木質系厚板面材１の四周を取り囲むＲＣ造又はＳＲＣ造の柱梁フレーム２と、各木質パネル２０の四隅から中心側へ向けて斜めに配置され柱梁フレーム２と各木質パネル２０とを接続する連結具３０と、を備える。連結具３０は、木質パネル２０の四隅から斜めに延びる孔部２２の内腔２３に挿入される埋込ボルト３２と、埋込ボルト３２の他端部３２ｂに螺合する長ナット３５と、柱梁フレーム２と長ナット３５を接続するハイテンションボルト３４と、を有する。埋込ボルト３２は、内腔２３の中心側に位置し充填樹脂３３で固定される固定部４１と、長ナット３５と固定部４１との間に位置し充填樹脂３３から絶縁されたアンボンド部４０と、を有する。【選択図】図３
WOODEN EARTHQUAKE RESISTANT WALL
To provide a wooden earthquake resistant wall that can be installed later, with fewer connection hardware than conventional ones, and can maintain greater bearing force and deformation performance.SOLUTION: The wooden earthquake resistant wall comprises: a woody thick plate face material 1 consisting of a plurality of wood panels 20 lined up horizontally in flush; a column-beam frame 2 of RC or SRC construction surrounding four sides of the woody thick plate face material 1; and a connector 30 arranged diagonally from four corners of each wood panel 20 to the center side and connecting the column-beam frame 2 and each wood panel 20. The connector 30 has: an embedded bolt 32 inserted into a lumen 23 of a hole 22 obliquely extending from the four corners of the wood panel 20; a long nut 35 screwed to the other end 32b of the embedded bolt 32; and a high tension bolt 34 connecting the column-beam frame 2 and the long nut 35. The embedded bolt 32 has: a fixed portion 41 located on the center side of the lumen 23 and secured by a filling resin 33; and an unbonded portion 40 located between the long nut 35 and the fixed portion 41 and insulated from the filling resin 33.SELECTED DRAWING: Figure 3
【課題】従来のものより少ない接続金物で大きな耐力と変形性能を維持でき、あと施工可能な木質耐震壁を提供する。【解決手段】面一に横方向に並ぶ複数の木質パネル２０から構成される木質系厚板面材１と、木質系厚板面材１の四周を取り囲むＲＣ造又はＳＲＣ造の柱梁フレーム２と、各木質パネル２０の四隅から中心側へ向けて斜めに配置され柱梁フレーム２と各木質パネル２０とを接続する連結具３０と、を備える。連結具３０は、木質パネル２０の四隅から斜めに延びる孔部２２の内腔２３に挿入される埋込ボルト３２と、埋込ボルト３２の他端部３２ｂに螺合する長ナット３５と、柱梁フレーム２と長ナット３５を接続するハイテンションボルト３４と、を有する。埋込ボルト３２は、内腔２３の中心側に位置し充填樹脂３３で固定される固定部４１と、長ナット３５と固定部４１との間に位置し充填樹脂３３から絶縁されたアンボンド部４０と、を有する。【選択図】図３
WOODEN EARTHQUAKE RESISTANT WALL
木質耐震壁
OTA YUSUKE (author) / FUKUNAMI TAMAE (author) / UKITA SHINJI (author)
2024-03-18
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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