工程计量书.docx

1、工程计量书工程计量书一、计算基数1.建筑面积 S建=（9.9+0.24）*（9+0.24）+（9.9+0.24）*（3.9+0.24）*（9+0.24）=225.63m22.外墙中心线L中=（9.9+9）*2=37.8m3.外墙外边线L外=（9.8+0.24）+（9.9+0.24）*2=38.76m4.内墙净长线L净地=（3.6-0.24）+(6-0.240+(9-0.24)+(3.9-0.24)*2=25.2mL净1= (9-0.24)+（3.6-0.24）+（6-0.24）+(3.9-0.24)*2=25.2mL净2=(9-0.24)+（6-0.24）+(4.5-0.24)+(3.9-0.

2、24)*2=26.1mL净3=（3.9-0.24）*2=7.32m二、土（石）方工程1.平整场地S场=S建1=(9.9+0.24)*(9+0.24)=93.69m22.挖基础土方600mm V挖1=(9+9.9)*2+(3+3-0.35-0.3)+(3.6-0.6)*0.6*(1.5-0.3+0.3)=41.54m3700mm V挖2=(3.9-0.3-0.35)*2+(9-0.3*2)*0.7*(1.5-0.24+0.3)=16.27m33.条形基础下37灰土回填600mm V填1=46.15*0.6*0.3=8.31m3700mm V填2=14.90*0.7*0.3=3013m34.土（石

3、）方回填V填3=41.54+16.27-(8.31+3.13)*2-10.81-3.96+46.15*0.24*0.06=20.82m35.室内土石方回填V填4=(9-0.24*3)*(3.9-0.24)+(3.6-0.24)*(6-0.24*2)+(5.4-0.24)*(6-0.24)*(0.3-0.1-0.02)=14.14m36.台阶下37灰土回填V填5=(0.3+0.3+0.6-0.12+0.15)*(1.5+0.7*2+0.15*2)*0.1=0.34m37.余土外送V运=V挖-V填=11.02m3三、砌筑工程1.砖基础1-1 V砖基1=(1.5-0.3-0.24)*0.24*(37

4、.8+3.6-0.24+6-0.24)=10.81m32-2 V砖基2=(1.5-0.3-0.24)*0.24+0.12*0.065*2*(3.9-0.24)*2+(9-0.24)=3.96m32.实心砖墙，H=3.5，外V外1=37.8*(3.5-0.24-0.10)-(2.1*1.8+1.2*0.8+1.0*0.8+1.5*1.8+1.5*2.8)*0.24-(2.1+0.5+1.2+0.5+1.0+0.5+1.5+0.5)*0.24*0.18=25.26m3实心砖墙，H=3.3，外V外2=37.8*(3.3-0.24-0.10)-(1.2*0.8+1.0*0.8+1.5*1.8*3) *

5、0.24-1.2+0.5+1.0+0.5+(1.5+0.5)*3*0.24*0.18=24.09m3实心砖墙，H=2.7，外V外3=(3.9+9.0)*2*(2.7-0.24-0.10)-(1.2*0.8+1.0*0.8+1.2*1.5+1.0*1.5)*0.24-(1.2+0.5+1.0+0.5+1.2+0.5+1.0+0.5+0.9+0.5)*0.24*0.18=13.06m3实心砖墙，H=3.5，内V内1=(9-1.8-0.24)+(3.6-0.12+0.12)+(3.0-0.24)+(3.9-0.24)*2*(3.5-0.24-0.10)-(0.8*2.5+1.0+0.8+1.2*0.

6、8+0.9*2.1+0.8*2.5)*0.24-(0.8+0.5+0.1+0.5+1.2+0.5+0.9+0.5+0.8+0.5)*0.24*0.18=13.15m3实心砖墙，H=3.3，内V内2=(9-0.24)+(6-0.12+0.12)+(3.9-0.24)*2*(3.3-0.24-0.10)-(0.9*2.1*3+0.8*2.5)*0.24-(0.9+0.5)*3+0.8+0.5*0.24*0.18=13.61m3实心砖墙，H=2.7，内V内3=(3.9-0.24)*2*(2.7-0.24-0.10)-(0.9*2.1+0.8*2.5) *0.24-(0.9+0.5+0.8+0.5)*

7、0.24*0.18=3.10m33.女儿墙V女儿墙=9*(3.9-0.24)*2*(2.7-0.24-0.10)-(0.9*201+0.8*2.5)*0.24-(0.9+0.5+0.8+0.5)*0.24*0.18=3.10m3四、混凝土及钢筋混凝土工程1.地圈梁(37.8+25.2)*0.24*0.24=3.63m32.矩形梁一层单梁L-1，0.24*0.4 0.24*0.4*(3+0.12+0.7)=0.37m3二层单梁L-1，0.24*0.4 0.24*0.4*(3+0.12+0.7)=0.37m3一层单梁L-2，0.2*0.35 0.2*0.35*(4.5+0.24)=0.33m33.

8、平板二层，80mm (9-0.24*3)*(3.9-0.24)*0.08=2.42m3三层，80mm (2.1-0.24+2.4-0.24)*(3.9-0.24)+(4.5-0.24)*(2.3-0.22+1.6-0.22)*0.08=2.36m3屋面，80mm (2.1-0.24+2.4-0.24)*(3.9-0.24)*0.08=1.18m3二层，100mm (3.6-0.24)*(3.0-0.24+3.0-0.24)*0.10=1.85m3三层，100mm (3.6-0.24)*(6-0.24)*0.10=1.94m3屋面，100mm (4.5-0.24)*(3.9-0.24)*0.10

9、=1.56m3二层，140mm (5.4-0.24)*(6-0.24)*0.14=4.16m3三层，140mm (5.4-0.24)*(6-0.24)*0.14=4.16m34.过梁0.42336+0.39744+0.27648+0.31104+0.2376+0.11664=1.76m35.圈梁37.8+25.2+37.8+26.1+(9+3.9)*2+7.32*0.24*0.24=9.22m36.楼梯0.0186*(7+10+7+6+10+7)=0.87m37.挑檐天沟(12+0.72)+0.1)*0.08+1*0.1*（9+0.24）=3.80m38.台阶（0.3+0.3+0.6-0.12

10、）*（1.5+0.7*2）*0.08=0.25m39.台阶(0.7*2+1.5)*(0.3+0.3+0.6-0.12)+(1.5+0.2)*(0.6-0.2)+(1.5+0.8)*(0.6+0.3-0.12)=5.7m310.雨篷(0.5+(1.12+0.92)*2*0.1*0.9=0.35m311.屋檐(1*0.1+0.08*0.1+0.08*1)*9*2=3.38m3五、钢筋工程二层：1.10100单支长 5.4+0.24-2*0.015+12.5*0.01=5.74m支数 (6.0+0.24-2*0.015)/0.1+1=63支总长 361.62mG1 223Kg2.10120单支长 6

11、+0.24-2*0.015+12.5*0.01=6.34m支数 (5.4+0.24-2*0.015)/0.12+1=48支总长 304.32mG2 188Kg3.10200单支长 0.24-0.015+1.45+2*(0.14-2*0.015)=1.90m支数 (5.4+0.24-2*0.015)/0.2+1+(6.0+0.24-2*0.015)/0.2+1=62支总长 117.8mG3 26Kg4.10100单支长 0.24-0.015+2.35+0.14-2*0.015+0.1-2*0.015=2.76m支数 (6.0+0.24-2*0.015)/0.1+1=63支总长 173.88mG4

12、 107Kg5.10200单支长 0.24-0.015+0.74+2*(0.08-2*0.015)=0.93m支数 (2.1+0.24-2*0.015)/0.2+1=13支总长 12.09mG5 3Kg6.6200单支长 3.9+0.24-2*0.015+12.5*0.006=4.19m支数 (2.1+0.24-2*0.015)/0.2+1=13支总长 54.47mG6 12Kg7.6100单支长 2.1+0.24-2*0.015+12.5*0.006=2.39m支数 (3.9+0.24-2*0.015)/0.1+1=42支总长 100.38mG7 22Kg9.6200单支长 0.24-0.0

13、15+0.65+2*(0.08-2*0.015)=0.98m支数 (3.9+0.24-2*0.015)/0.2+1*2+(2.1+0.24-2*0.015)/0.2+1=56支总长 54.88mG9 12Kg10.6150单支长 1.6+0.24-2*0.015+6.25*0.006+0.08-2*0.015=1.90m支数 (4.5+0.24-2*0.015)/0.15+1=32支总长 60.8mG10 14Kg11.6300单支长 4.5+0.24-2*0.015+12.5*0.006=4.79m支数 (1.6+0.24-2*0.015)/0.3+1=7支总长 33.53mG11 7Kg1

14、2.6200单支长 0.24-0.015+0.59+2*(0.08-2*0.015)=0.92m支数 (1.6+0.24-2*0.015)/0.2+1=10支总长 9.2mG12 2Kg13.6200单支长 0.24-0.015+1.2+2*(0.08-2*0.015)=1.53m支数 (1.6+0.24-2*0.015)/0.2+1=10支总长 15.3mG13 3Kg14.10130单支长 0.24-0.015+1.7+0.08-2*0.015+0.14-2*0.015=2.09m支数 (6.6+0.24-2*0.015)/0.13+1=53支总长 110.77mG14 68Kg15.62

15、00单支长 0.24-0.015+0.57+2*(0.08-2*0.015)=0.90m支数 (4.5+0.24-2*0.015)/0.2+1=25支总长 22.5mG15 5Kg16.6150单支长 2.4+0.24-2*0.015+6.25*0.006+12.5*0.006=2.69m支数 (3.9+0.24-2*0.015)/0.15+1=28支总长 75.32mG16 17Kg17.6200单支长 0.24-0.015+0.7-2*(0.08-2*0.015)=0.83m支数 (3.9+0.24-2*0.015)/0.2+1+(2.4+0.24-2*0.015)/0.2+1=36支总长 29.88mG17 7Kg18.10100单支长 0.24-0.015+1.7+0.08-2*0.015+0.10-2*0.015=2.0