工程量计算稿.doc

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1、工程量计算稿序号项目名称工程量计算式单位工程量备注平整场地平整场地=S底+2L外+16=（10.2+0.9*2）*（8.4+0.9*2）+2*（10.2+8.4+0.98*4+16）=199.44㎡199.44挖基础土方1-1轴线L=2.1+2.1+4.2=8.4m2-2轴线L=4.2*3=12.6m3-3轴线L=3+3.6=6.6m4-4轴线L=10.2*2+4.2=24.6m5-5轴线L=2.1+2.7=4.8m6-6轴线L=2.1mV=8.4*(1.2-0.45)*(0.8+0.2+0.3*2)+12.6*(1.2-0.45)*(1+0.2+0.3*2)+6.6*(1.2-0.45)*

2、(1.5+0.2+0.3*2)+24.6*(1.2-0.45)*(1.2+0.2+0.3*2)+4.8*(1.2-0.45)*(0.8+0.3*2)+2.1*(1.2-0.45)*(0.92+0.3*2)=M³82.81混凝土垫层V=8.4*(0.8+0.2)*0.1+12.6*(1+0.2)*0.1+6.6*(1.5+0.2)*M³7.5C100.1+24.6*(1.2+0.2)*0.1+4.8*0.8*0.1+2.1*0.92*0.1=7.5独立基础混凝土1-1轴线L=2.1+2.1+4.2=8.4m2-2轴线L=4.2*3=12.6m3-3轴线L=3+3.6=6.6m4-4轴线L=10

3、.2*2+4.2=24.6mV=0.8*0.3*8.4+1*0.3*12.6+1.5*0.3*6.6+1.2*0.3*24.6=17.62M³17.62C25砖基础V=（8.4+12.6+6.6+24.6）*(0.24*0.5+0.12*0.06*2)+4.8*(0.7*0.24+0.36*0.06*2+0.24*0.06*2+0.12*0.06*2)+2.1*(0.7*0.24+0.36*0.06*2+0.3*0.06*2+0.18*0.06*2+0.12*0.06*2)=8.83M³8.83基础圈梁DQL=V=0.24*0.24*(8.4+12.6+6.6+24.6+4.8+2.1)=3

4、.4M³3.4DQL土方回填土方回填=开挖土方-垫层-独立基础-砖基础V=82.81-7.5-17.63-8.83=48.85M³48.85散水S=（10.2+0.9*2）*0.9*2+8.4*0.9*2-3.9*0.9=33.21㎡33.21实心砖墙一层砌筑：V=3.3*（10.2+10.2+8.4+8.4+4.2*3+4.3+3+2.1+2.7+2.1）*0.24=50.69M³91.002二层砌筑：V=3.3*（10.2*3+8.4*2+4.2*3+2.7+2.1）*0.24=51.32三层零星砌筑：V=8.4*2*0.24=4.032扣除门窗洞体积V=（1.8*1.7*4+1.5*1

5、.7*7+1.2*1.7*4+1.5*2.7+0.9*2.7*5+0.8*2.3*3+1*2.7*1）*0.24=15.04实心砖墙砌筑：V=50.69+51.32+4.032-15.04=91.002预制混凝土板S=3*4.2+3*4.2+3.6*4.2*2+2.4*2.1+2.7*2.1+2.7*2.1+10.2*8.4-2.1*2.1㎡153.09现浇混凝土V=2.1*2.1*2*0.1+3.6*1.2*0.1=1.314M³1.314C25现浇混凝土楼梯S=0.85*(2.613+2.79)+2*(0.88+1.32)=8.99㎡8.99混凝土构造柱GZ-1*6个V=(6.57+0.

6、45)*0.24*0.24*6=2.43Z-1*1个V=(6.57+0.45)*0.3*0.3=0.6318混凝土构造柱合计=3.0618M³3.0618混凝土梁YPL=3.6ML-1=2.4ML-2=3.6ML-3=3.6ML-5=1.92ML-6=4.2MBD-1=4.2MQL-1=10.2*3+8.4*2+8.4*2+4.2+5.1+10.2*3+8.4*3+4.2*2+5.1-3.6-2.4-3.6-3.6-1.92-4.2-4.2=119.28MM³9.08V=0.24*0.3*3.6+0.24*0.3*2.4+0.34*0.45*3.6+0.24*0.25*3.6+

7、0.24*0.24*1.92+0.24*0.45*4.2+0.24*0.3*3.6+0.37*0.12*4.2+0.24*0.24*119.28=9.08屋面梁混凝土L-1=4.9*4=19.6ML-5=3.45*2=6.9MV=0.24*0.4*19.6+0.24*0.4*6.9=2.544M³2.544屋面混凝土V=0.1*1.02*（（10.2+0.72*2）*（8.4+0.72*2）+3.6*0.6）