5工程量计算表2VIP免费

第23页共290页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第23页共290页序号项目名称计算公式单位数量1建筑面积２.第二层建筑面积：S=(48.2+0.2)×(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)×(4.82-0.9×2+0.2)+(0.2+0.98)×(1.1+2.6+1.1+0.2)+0.88×(1.1+2.6+0.2)+1/2×(1.1+2.1+1.15-0.8)×(0.2×1.4)×4=7×48.4+3.8×46.6+1.18×5+.3×5.0+0.88×3.9+11.36=338.8+177.08+5.9+4.922+11.36=538.062m2去除部分：S=(1.8-0.2)(2.6+1.2+0.2)=6.4二层建筑面积：S=538.062-6.4=531.662m23.第三、五、七、九层建筑面积S=(48.2+0.2)×(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)×(4.82-0.9×2+0.2)+0.3×(1.1+2.6+1.1+0.2)+0.3×(1.1+2.6+1.1+0.2)+1/2(1.5+0.75++1.1+2.1+0.2+0.45)×1.6×4=48.4+177.08+1.5+1.5+19.52=538.4m2去除部分面积：S=(1.8-0.2)×(2.6+1.2+0.2)=6.4奇数层单层面积:S=538.4-6.4=532m24.第四、六、八、十层建筑面积：S=(4.82+0.2)×(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)×(4.82-0.9×2+0.2)+0.3×(1.1+2.6+1.1+0.2)+0.3×(1.1+2.6+1.1+0.2)+1/2×1.6×(1.1+2.1+0.45+0.1)＝7×48.4+3.8×46.6+1.5+1.5+12＝530.88m2去除部分：S=(1.8-0.2)×(2.6+1.2+0.2)=6.4m2第四、六、八、十层单层建筑面积：第24页共290页第23页共290页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第24页共290页序号项目名称计算公式单位数量S=530.88-6.4=524.48m25.第十一层建筑面积：S=(4.82+0.2)×(1.5+2.3+0.4+1.2+1.4+0.2)+(2.6+1.2)×(4.82-0.9×2+0.2)+0.3×(1.1+2.6+1.1+0.2)+0.3×(1.1+2.6+1.1+0.2)+1/2×1.6×(7.35-0.75+0.2+0.1)×4=7×48.4+3.8×46.6+1.5+1.5+22.08=540.96m2去除部分：S=(1.8-0.2)×(2.6+1.2+0.2)=1.6×4=6.4m2第十一层建筑面积：S=540.96-6.4=534.56m26.跃层建筑面积：S=(4.82+0.2)×(1.5+2.7+1.2+1.4+0.2)+(4.82-0.9×2+0.2)+0.3×(1.1+2+1.1+0.2)+0.3×(1.1+2.6+1.1+0.2)-(7.35-0.75-1.15-0.1)×(1.5+2.7+1.2-0.2)×4-(1.2-0.2)×(6.8-1.1-0.2)×4-(2.6-0.2)×(6.8-0.2)×4-(1.5-0.2)×(2.1-0.2)×2-(1.8-0.2)×(2.6+1.2+0.2)=48.4×7+3.8×46.6+1.5+1.5-5.35×5.2×4-5.5×4-15.84×4-4.94-6.4=338.8+177.08+3-111.28-85.36-4.94-6.4=310.9m22平整场地按首层建筑面积计算：（计算内容见1）S＝784.9732m2m2784.9733挖地槽（采用机械挖土、坑内作业、全挖）按设计图示尺寸以基础执导底面积乘以挖土深度计算m³2854.78第25页共290页第24页共290页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第25页共290页序号项目名称计算公式单位数量主楼①轴上Φ-E(2.8+0.03)×3.65×(1.43+1.5+2.3+1.6+1.4)=85.012m21/2×3.65×1.06×8.43=16.308m31/2×3.65×1.06×2.83=5.475m31/3×0.29²×3.65³=1.363m3-35③轴上Φ-F8.32×(3.6-1.2+3+4.35+2.0+4.35+3+3.6+3.6+3+4.35+2.1+3.25+1.1+0.9+1.8+0.3+2.7+0.9+1.63)×3.65+0.5×93.107×1.06×3.6+1/3×0.29²×3.65³+16.308=1565.5911-35轴F-G(48.43+1.63)×1.43×3.65+1/281.43×3.65×2×1.06+4×1.363=272.273G-H[(0.1+2.6-1.43)+1.2+(1.4+0.03)-3.9]×3.65×49.26+6×1.363+3.9×3.65×1/2×2+1/2×1.06×3.65×49.26=818.922(0.3+1.43)×(8.6+2.8+0.06)×3.65+4×1.363+4×1/2×(0.3+1.43)×1.06×3.65=91.203土方回填基底面积主体:782.13,群房:296.05主楼碎石垫层体积：0.5×3.1×2=3.10.1×3.1×2=0.620.85×3.1×2=5.270.85×3.1×2=5.27第26页共290页第25页共290页编号：时间：2021年x月x日书山有路勤为径，学海无涯苦作舟页码：第26页共290页序号项目名称计算公式单位数量0.1×3.1×2=0.620.5×3.1×2=3.1(3.8-2.8)²×2=2(3.8-2.8)²×2=2(3.8-2.8)×(3-2.8)×2=0.4(782.13-3.1×2-0.62×2-5.27×2-4-0.4)×0.3=227.916C15混凝土基础垫层：1.1×3.1×2=6.820.7×3.1×2=4.341.45×3.1×2=8.991.1×3.1×2=6.820.7×3.1×2=4.341.45×3.1×2=8.991.6²×2=5.121.6²×2=5.121.6×0.2×2=0.64(782.13-6.82×2-4.34×2-8.99×2-5.12×2-0.64)×0.1=73.095条形基础：C3...