寧波尚野服飾有限公司廠房工程施工圍墻施工方案.doc

圍墻結構計算

根據《磚砌體結構設計規范》計算
一、 簡述
本工地四周均設240厚空斗磚砌體，高為2.50m,每隔6m設一磚柱240×360，砌體采用MU10九五磚，M5水泥石灰砂漿砌筑，砌筑方式為五斗一眠。基礎采用剛性基礎（砌專大放腳），150厚塊石和100厚C15砼墊層。
二、 計算取值：
Wall structural calculations

Under the "design of brick masonry structure," Calculation
A brief account of
This site located around 240 empty bucket brick thick, height 2.50m, set at intervals of 6m of a brick column 240 × 360, brick masonry using MU10 September 5, M5 cement lime mortar masonry, masonry fight a five-way sleep. Based on the rigid base (a large puzzle experts put feet), 150 and 100 stone thick thick C15 concrete cushion.
Second, calculated values:

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