框架结构办公楼工程量计算实例

11第一章基础工程场地平坦S=(58+4)*(26+4)=1860m2桩基人工挖土单桩：7.0*1/4*3.14*0.8²=3.517m3共计：1.3*578*3.517=2032.71m3桩根底工程量J1：1401〕混凝土工程量：V=3.14D²HN/4=0.7854*0.8*0.8*7.0*140=492.60m32〕钢筋：a.主筋：G=12.8*12*0.888*140*1.02=1113.00Kgb.箍筋：G=8.076*12.8*140*1.02=843.52Kgc.钢筋小计：1113.00+843.52=1956.52KgJ2：1451〕混凝土工程量：V=3.14D²HN/4=0.7854*0.9*0.9*7.0*145=550.70m32〕钢筋：a.主筋：G=12.8*12*0.888*145*1.02=556.50Kgb.箍筋：G=8.076*12.8*145*1.02=421.76Kgc.钢筋小计：556.50+421.76=978.26KgJ3：1451〕混凝土工程量：V=3.14D2HN/4=0.7854*0.8*0.8*7.0*145=550.70m32〕钢筋：a.主筋：G=12.8*12.13*0.888*145*1.02=3014.37Kgb.箍筋：G=8.076*12.8*145*1.02=2108.81Kgc.钢筋小计：3014.37+2108.81=5123.18KgJ4：1481〕混凝土工程量：V=3.14D2HN/4=0.7854*0.8*0.8*12.8.*148=580.70m32〕钢筋：a.主筋：G=12.8*13*0.888*148*1.02=2411.50Kgb.箍筋：G=8.076*12.8*148*1.02=1087.04Kgc.钢筋小计：2411.50+1087.04=3498.54Kg桩基工程量总计：桩-混凝土：V=2032.71m3桩-钢筋：G=69339Kg其次章钢筋混凝土工程地梁工程量*0.4*2*6+〔3.0+2.1〕*0.35*2*6+〔3.3+2.4〕*0.3*2*6+4.5*0.4*2*6+3.9*0.35*2*5+3.6*0.5*2*2+3.0*0.5*2*2=668.61m3钢筋：DL1:8主筋：G=[(3.0+2.1)*1.21*6*5.1*1.58*4]*8=554.06Kg箍筋：l=[〔0.3-0.06〕+〔0.35-0.06〕]*2-0.1=0.96n=〔5.1-0.060〕/0.20+1=25.2G=0.395*l*n*8=72.81Kgc.钢筋小计：554.06+72.81=626.87KgDL2:4主筋：G=[6.6*2.98*4+6.6*2.47*2+6.6*2.0*2+6.6*1.58*2]*4=634.13Kg箍筋：l=[〔0.3-0.06〕+〔0.35-0.06〕]*2-0.1=0.96n=〔6.6-0.060〕/0.20+1=31G=0.395*l*n*4=47.02Kgc.钢筋小计：634.13+47.02=681.15KgDL3:6主筋G=[(3.0+2.1+1.5)*4*2.47+(3.0+2.1+1.5)*4*2.0+(3.0+2.1+1.5*2*1.58)]*6=833.18Kg箍筋：l=[〔0.3-0.06〕+〔0.4-0.06〕]*2-0.10=1.06n=[(3.0+2.1+1.5)-0.60]/0.20+1=31G=0.395*l*n*6=77.88Kgc.833.18+77.88=911.06KgDL4:16主筋:G=(4.8*4*1.21+4.8*2*2.0+4.8*4*1.58)*16=1164.29Kg箍筋：l=[〔0.3-0.06〕+〔0.35-0.06〕]*2-0.10=0.96n=(4.8-0.60)/0.20+1=18G=0.395*l*n*16=109.21Kgc.1164.29+109.21=1273.50KgDL5:6主筋:G=(3.0+2.1)*(2*2.0+2*1.21+2*1.58+4*1.58)*6=486.54Kg箍筋：l=[〔0.3-0.06〕+〔0.45-0.06〕]*2-0.10=1.16n=[(3.0+2.1)-0.60]/0.20+1=23.5G=0.395*l*n*6=65.98Kgc.钢筋小计：486.54+65.98=552.52KgDL6:6主筋:G=1.5*3*(3*2.0+5*1.58)*6=375.3Kg箍筋：l=[〔0.3-0.06〕+〔0.45-0.06〕]*2-0.10=1.16n=(1.5*3-0.60)/0.20+1=20.5G=0.395*l*n*6=54.75Kgc.375.3+54.75=430.05KgDL7:6主筋:G=3.3*(8*1.21+4*1.58)*6=316.8Kg箍筋：l=[〔0.3-0.06〕+〔0.3-0.06〕]*2-0.10=0.86n=(3.3-0.60)/0.15+1=19G=0.395*l*n*6=38.73Kgc.316.8+38.73=355.53KgDL8:6主筋:G=2.4*(8*1.21+4*1.58)*6=230.4Kg箍筋：l=[〔0.3-0.06〕+〔0.3-0.06〕]*2-0.10=0.86n=(2.4-0.60)/0.10+1=19G=0.395*l*n*16=38.73Kgc.钢筋小计：230.4+38.73=269.13KgDL9:5主筋:G=3.9*(6*1.21+4*1.58)*5=264.81Kg箍筋：l=[〔0.3-0.06〕+〔0.35-0.06〕]*2-0.10=0.96n=(3.9-0.60)/0.20+1=17.5G=0.395*l*n*5=34.13Kgc.264.81+34.13=298.94KgDL10:2主筋:G=(3.0+3.6)*(6*2.98+2*3.85)*2=337.66Kg箍筋：l=[〔0.3-0.06〕+〔0.5-0.06〕]*2-0.10=1.26n=[(3.0+3.6)-0.60]/0.15+1=41G=0.395*l*n*2=40.81Kgc.钢筋小计：337.66+40.81=378.47Kg钢筋工程量总计：17209.233Kg混凝土工程量:V=〔2.1+3.0〕*0.35*0.30*8+6.6*0.35*0.30*4+4.8*0.35*0.3*16+〔3.0+2.1+1.5〕*0.4*0.3*6+〔3.0+2.1〕*0.35*0.3*6+〔3.3+2.4〕*0.3*0.3*6+〔1.5+1.5+1.5〕*0.4*0.3*6+3.9*0.35*0.3*5+3.6*0.5*0.3*2+3.0*0.5*0.3*2=106.2m3底层、二层柱、梁、楼板工程量计算2.2.1Z-1：18根 b*h=0.45*0.45 S=18*0.45*〔4.35-0.45〕*4=126.36m2Z-2：6根 b*h=0.45*0.45 S=6*0.45*〔4.35-0.45〕*4=42.12m2Z-3：8根 b*h=0.45*0.45 S=8*0.45*〔4.35-0.45〕*4=56.16m2Z-4：4根 b*h=0.45*0.45 S=4*0.45*〔4.35-0.45〕*4=28.08m2Z-5：2根 b*h=0.5*0.5 h=4.35-0.45S=2*0.5*〔4.35-0.45〕*4=15.6m2Z-6