3 鉄骨造建物の耐久計画
スポンサーリンク
概要
- 論文の詳細を見る
Deterioration of the structural bearing force is generally caused by corrosion of the structural materials except in the case of earthquacke or typhoon. When we discuss and make out preservative counteraction against the damage to the building, we must make clear the corrosion speed. In the first part of this report I have shown the general equation between the loss in thickness of steel and time according to the electrochemistry theory, and the practical equation (1) considering various elements, which are composition of the steel (n), local conditions of the building lot (α), conditions of construction method (β), and effect of the anticorrosive treatment (γ). [table] On the next step we must gain the values of α, β and γ from many investigations of building and experiments of steel corrosion. I have shown these values which were obtained by the experiments carried in the chemical plant and the other districts. Clearing the values of coefficients shown as equation (1) we can presume the life of the building according to the equation (2). [table] In the second part of this report I have shown the preservative schemes based upon the economic ground. Ordinally the cost of the building to which some preservative methods are given is higher than the cost in the case of non-treatment, but the life is extended. Therefore the preservative method given on the building should be determined by comparison of economical benefit considering the cost and the life of the building. In the method of economical comparison I chose the idea of capitalized cost, and using this idea I have stated in this report the selective method of structural materials, the method of structural calculations and the selective method of anticorrosive treatment. Accordingly this report has pointed that we can presume the life of the building and choose the preservative scheme which gives economical benefit to the building.
- 社団法人日本建築学会の論文
- 1958-07-25
著者
関連論文
- 民家・集落の空間構成に関する研究-沖縄・久米島調査 : ケーススタディ仲地・山里 その10仲地・山里集落の概要
- 156 建築物の耐久計画に関する研究(その7) : 鉄骨造建物の耐久計画-実験、調査(材料・施工)
- 1058 錆の進行速度に及ぼす素地調整の影響(材料・施工)
- 1030 鉄筋コンクリート造建物の損傷に関する理論的考察(材料・施工)
- 3 鉄骨造建物の耐久計画
- 155 建築物の耐久計画に関する研究(その6) : 鉄骨造建物の耐久計画-総論(材料・施工)
- 建築物の耐久計画に関する研究-6・7-
- 22 建築物の耐久計画に関する資料 (その2) : コンクリートの中性化及び各種合成樹脂系塗料の中性化防止性能について2