90048-3.5*0.65.9308-3.5*0.65.956-2*0.64.8316-2*0.64.868-3.5*0.65.9328-3.5*0.65.974.5-2*0.63.3334.5-2*0.63.389.3-2.5*0.67.8349.3-2.5*0.67.894.5-2*0.63.3354.5-2*0.63.3108-3.5*0.65.9368-3.5*0.65.9116-2*0.64.8376-2*0.64.8128-3.5*0.65.9388-3.5*0.65.913003900149.3-2.5*0.67.8409.3-2.5*0.67.815004100168-3.5*0.65.9428-3.5*0.65.9176-2*0.64.8436-2*0.64.81800448-3.5*0.65.9198-3.5*0.65.9454.5-2*0.63.3204.5-2*0.63.3469.3-2.5*0.67.8219.3-2.5*0.67.8474.5-2*0.63.3224.5-2*0.63.3488-3.5*0.65.9238-3.5*0.65.9496-2*0.64.8246-2*0.64.8508-3.5*0.65.9258-3.5*0.65.9516-2*0.64.82600529.3-3.5*0.67.2汇总计算长度255.8梁的总长度2.2.1.2模板需求量计算1、承台的模板需求量为2、基础梁混凝土模板的需求量为模板总的需求量为+2.2.1.3混凝土需求量计算基础工程中混凝土的需求量包括承台和地基梁两个部分1、承台混凝土的计算本基础工程中预应力管桩的数量为22根,承台的规格大小为600mm3。混凝土体积2、基础梁混凝土的计算本工程中基础梁总长度为520m,基础梁的规格为。混凝土体积汇总混凝土的工程量:2.2.1.4钢筋需求量计算1、承台钢筋
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