Rothoblaas - 木造建築コネクタ Page 24
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推奨耐力表 | 木材とコンクリートの接合 | Fv スクリューアンカー bJ Fv H hJ ALUMINI、 SBD セルフドリルピン付き 二次ビーム 木材 ALUMINI (1) H bJ hJ [mm] [mm] [mm] 125 60 150 155 60 185 60 215 60 180 210 240 主要ビーム ひび割れのないコンクリート SKSALUMINI660 アンカー(3) SBD ダボ Ø7,5 Rv,k timber Ø6 x 60 Rv,d concrete [pcs Ø x L] [kN] [pcs] [kN] 3 - SBD Ø7,5 x 55 15,6 4 15,6 3 - SBD Ø7,5 x 55 20,8 4 - SBD Ø7,5 x 55 9,1 5 26,1 5 - SBD Ø7,5 x 55 6,0 7,3 5 11,5 6 ALUMINI、 STA ダボ付き 二次ビーム 木材 ALUMINI H(1) bJ hJ [mm] [mm] [mm] 125 60 150 155 60 185 60 215 60 180 210 240 主要ビーム ひび割れのないコンクリート SKSALUMINI660 アンカー(3) STA ダボ Ø8 Rv,k timber Ø6 x 60 Rv,d concrete [pcs Ø x L] [kN] [pcs] [kN] 3 - STA Ø8 x 60 15,0 4 6,0 3 - STA Ø8 x 60 4 - STA Ø8 x 60 5 - STA Ø8 x 60 15,0 7,3 5 20,0 9,1 5 25,0 11,5 6 アンカー施工 L ALUMINI125 アンカー SKSALUMINI660 ALUMINI155 d1 ALUMINI185 L d0 ALUMINI215 t [mm] [mm] [mm] [mm] 6,0 60 5 ≈ 10 24 | ALUMINI | コンシールドビーム接合 TX Tinst [Nm] TX30 15 Tinst d0 d1 t
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