包絡柱の英語

円柱地盤３８Ａの上部の破壊包絡線４６の外側に円柱部６０を整形し、円柱部６０を囲むリング５０で拘束する。例文帳に追加

A cylindrical section 60 is shaped on the outside of the failure envelope 46 of the upper section of the cylindrical ground 38A, and restrained by a ring 50 surrounding the cylindrical section 60. - 特許庁

フーチング２４Ａの下部の地盤を、破壊包絡線４６で囲まれた包絡線内地盤４７を残して円柱状に掘削し、円柱地盤３８Ａで基礎部３４を継続して支持させる。例文帳に追加

Ground below a footing 24A is excavated in a cylindrical shape while leaving in-envelope ground 47 enclosed with a failure envelope 46, and a foundation section 34 is continuously supported by the cylindrical ground 38A. - 特許庁

また、全ての胴柱部材３の包絡円の半径をＲ、胴柱部材３のフランジ外縁側の面の曲率半径をｒとしたときに、ｒ／Ｒが０．７乃至１．３である。例文帳に追加

r/R is 0.7-1.3, where the radius of an envelope circle of all body strut member 3 is R and the radius of curvature of a face at the flange outer edge of the column member 3 is (r). - 特許庁

また、各胴柱部材３のフランジ外縁側の面の周方向長さｄと、前記包絡円の全周長Ｄとの比ｄ／Ｄは０．０５以上である。例文帳に追加

The ratio d/D of the peripheral length (d) of a face at the flange outer edge of each body strut member 3 to the total peripheral length D of he envelope circle is 0.05 or more. - 特許庁

同じ手順を繰返し、フーチング２４Ａの下から掘削底面４８までの間を、複数のリング５０で拘束し、破壊包絡線４６の上端の外径で円柱状に基礎部３４を支持する仮支持部５８を構築する。例文帳に追加

The same procedures are repeated; a section from below the footing 24A to an excavated bottom surface 48 is restrained by the plurality of rings 50; and a temporary support section 58 for supporting the foundation section 34 is constructed in a cylindrical shape by an outside diameter of an upper end of the failure envelope 46. - 特許庁