Schedule of Reinforcementとは 意味・読み方・使い方

A bending schedule part is provided and noncutting parts 9 for reinforcement are provided in both ends of the bending schedule part and a V-shaped cutting groove part 8a, in which the base part is formed into a flat part, is formed between both noncutting parts 9.例文帳に追加

折り曲げ予定部分を有し、この折り曲げ予定部分の両端に補強用の非切断部９が設けられ、これら両非切断部９間に、底部が非凹凸部に形成されたＶ字形切断溝部８ａが形成されている。 - 特許庁

To provide a structure of a reinforced concrete beam capable of reducing the damage of a covering thickness part of the entire beam and a column main reinforcement, and shortening construction schedule.例文帳に追加

梁全体及び柱主筋の被り厚さ部分における損傷箇所を低減できるとともに、工期の短縮化を図ることのできる鉄筋コンクリート造梁の構造を提供する。 - 特許庁

A pass schedule operation part 104 determines a single-pass welding pass not to perform the simultaneous welding from the reinforcement height of the final welding of each joint based on the welding conditions in case the simultaneous welding is performed to all the passes in regard to the joints having a combination of performing the simultaneous welding.例文帳に追加

パススケジュール演算部１０４は、同時溶接を行う組み合わせの継手について全てのパスを同時溶接した場合の溶接条件を基に、各継手の最終的な溶接の盛り高さから、同時溶接を行わないシングルパス溶接パスを決定する。 - 特許庁

Further by connecting reinforcement 35a to the respective joints 27, reinforcements 35 of the new structure 37 are arranged, and by cutting a predetermined location of the temporary receiving pile 19, a portion in the structure construction schedule location 21 is removed, concrete for the new structure 37 is continuously placed.例文帳に追加

さらに、継ぎ手２７に鉄筋３５ａを接続しつつ、新設構造物３７の鉄筋３５を配筋した後、仮受杭１９の所定の部分を切断して構造物計画位置２１内の部分を撤去し、新設構造物３７のコンクリートを連続して打設する。 - 特許庁