工程量计算稿

工程量计算稿一、 平整场地平整场地=S底+2L外+16=(43.2+0.24*2)*(14.4+0.24*2)+2*(43.2+0.24*2+14.4+0.24*2)*2+16=900.1984E二、 开挖土方1、 挖土方(机械开挖基本深度1500mm)V=43.2*14.4*1.5=933.12立方米2、 挖基础土方J-1 V= (2.2+0.2+0.3*2) * (2.2+0.2+0.3*2) *(2.1-1.55)*6=29.7m3J-2 V= (2.7+0.2+0.3*2) * (2.7+0.2+0.3*2) *(2.1-1.55)*18=121.18m3J-3 V= (2.1+0.2+0.3*2) * (2.1+0.2+0.3*2) *(2.1-1.55)*7=32.38m3J-4 V= (2.6+0.2+0.3*2) * (5+0.2+0.3*2)*(2.1-1.55)*10=108.46m’挖基础土方合计V=29.7+121.18+32.38+108.46=291.72m3三、 回填土回填土V=挖土方量-垫层-基础-基础圈梁-柱子=933.12+291.72-36.857-117.02-41.256-26.39=1003.32nf四、 砌筑工程1、M1木门(1000*2100)共计2樘2、M22、M2木门(750*2100)共计2樘3、 M3木门(1000*2100)共计86樘4、 塑钢窗S=3.3*2.1*55=381.15E门窗洞占砖砌体积V=0.24*(1*2.1*2+0.75*2.1*2+1*2.1*86)=45.11m 独立基础混凝土V(J-1)=6*(2.2*2.2*0.3-0.55*0.55*0.3+0.8*0.25*2.2)=10.81m’V(J-2)=18*(2.7*2.7*0.3-0.55*0.55*0.3+0.8*0.25*2.7)=47.45m’ 独立基础混凝土V(J-1)=6*(2.2*2.2*0.3-0.55*0.55*0.3+0.8*0.25*2.2)=10.81m’V(J-2)=18*(2.7*2.7*0.3-0.55*0.55*0.3+0.8*0.25*2.7)=47.45m’V(J-3)=7*(2.1*2.1*0.3-0.55*0.55*0.3+0.8*0.25*2.1)=11.57m’V(J-4)=10*(2.6*5*0.3-0.55*0.55*0.3*2+0.8*0.25*5)=47.19m:底层砌筑V=(0.8+1.5+0.8)*3.6*(13*4-7)*0.24+5.5*3.6*0.24*25=239.33m二层至五层砌筑为标准层*4V=(0.8+1.5+0.8)*3.6*(13*4-2)*0.24+5.5*3.6*0.24*26=257.47mV总=239.33+257.47*4-45.11=1224.1m3墙面粉刷：S=(1224.1/0.24)*2=10200.83E五、混凝土工程1、 独立基础垫层混凝土V(J-1)=0.1*2.4*2.4*6=3.456m3V(J-2)=0.1*2.9*2.9*18=15.138nfV(J-3)=0.1*2.3*2.3*7=3.703nfV(J-4)=0.1*2.8*5.2*10=14.56nf独立基础垫层混凝土合计V=3.456+15.138+3.703+14.56=36.857m3独立基础混凝土合计V=10.81+47.45+11.57+47.19=117.02m33、 独立柱混凝土［独立柱共计51根］地下独立柱混凝土V=(2.1-0.03)*0.5*0.5*51=26.39m3地上一层独立柱混凝土V=3.6*0.5*0.5*51=45.9m’地上二层至五层独立柱混凝土V=3.6*0.5*0.5*51*4=183.6nf独立柱混凝土合计V=26.39+45.9+183.6=255.89nf4、 现浇混凝土板混凝土一层板混凝土V=0.1*(43.2+0.24*2)*(14.4+0.24*2)-0.1*(3.6+0.24*2)*(6+0.24*2)=62.352m3二层至四层现浇混凝土板V=【0.1*(43.2+0.24*2)*(14.4+0.24*2)-0.1*(3.6+0.24*2)*(6+0.24*2)】*3=62.352*3=187.06m3顶层现浇混凝土V=0.1*(43.2+0.24*2)*(14.4+0.24*2)=65m’现浇混凝土板混凝土合计V=62.352+187.06+65=314.41m’ 现浇梁混凝土 现浇梁混凝土底层梁混凝土KL1(3)=14.4*2=28.8mKL3(12)=43.2*3=129.6mKL4(11)=43.2mKL1(3)=2.4*11=26.4mKL(竖)=6.6*11*2=145.2mV=28.8*0.2*0.4+129.6*0.2*0.3+43.2*0.2*0.4+26.4*0.2*0.3+145.2*0.3*0.6=41.256m3二层至四层梁混凝土KL1(3)=14.4*2+2.4*11=55.2mKL3(12)=43.2*3=129.6mKL4(11)=43.2mKL(竖)=6.6*11*2=145.2mV=(55.2*0.2*0.3+129.6*0.2*0.4+43.2*0.2*0.4+145.2*0.3*0.6)*3=129.82m’顶层梁混凝土KL7(12)=43.2*3=129.6mKL8(11)=43.2mKL5(3)=14.4*2+2.4*11=55.2mKL(竖)=6.6*11*2=145.2mV=129.6*0.2*0.4+43.2*0.2*0.4+55.2*0.2*0.3+145.2*0.3*0.6=43.272n3圈梁合计V=41.256+129.82+43.272=214.348nf6、楼梯混凝土S=3.6*6.6*3*1.5*2=213.84平方米六、模板工程1、独立基础垫层模板S(J-1)=0.1*(2.4+2.4)*2*6=5.76ES(J-2)=0.1*(2.9+2.9)*2*18=20.88ES(J-3)=0.1*(2.3+2.3)*2*7=6.44ES(J-4)=0.1*(2.8+5.2)*2*10=16^独立基础垫层模板合计S=5.76+20.88+6.44+16=49.08E2、独立基础模板S(J-1)=6*(2.2+2.2)*2*0.3=15.84ES(J-2)=18*(2.7+2.7)*2*0.3=58.32ES(J-3)=7*(2.1+2.1)*2*0.3=17.64ES(J-4)=10*(2.6+5)*2*0.3=45.6E独立基础混凝土合计S=15.84+58.32+17.64+45.6=137.4E3、 独立柱混凝土模板［独立柱共计51根］地下独立柱混凝土模板、=(2.1-0.03)*(0.5+0.5)*2*51=211.14E地上一层独立柱混凝土模板S=3.6*(0.5+0.5)*2*51=367.2E地上二层至五层独立柱混凝土模板S=3.6*(0.5+0.5)*2*51*4=1468.8E独立柱混凝土模板合计S=211.14+367.2+1468.8=2047.14E4、 现浇混凝土板混凝土模板一层板混凝土模板S=(43.2+0.24*2)*(14.4+0.24*2)-(3.6+0.24*2)*(6+0.24*2)=623.52E二层至四层现浇混凝土板模板S=【(43.2+0.24*2)*(14.4+0.24*2)-(3.6+0.24*2)*(6+0.24*2)】*3=1870.56E顶层现浇混凝土模板S=(43.2+0.24*2)*(14.4+0.24*2)=649.96E现浇混凝土板混凝土模板合计S=623.52+1870.56+649.96=3144.04E5、 现浇梁混凝土模板底层梁混凝土KL1(3)=14.4*2=28.8mKL3(12)=43.2*3=129.6mKL4(11)=43.2mKL1(3)=2.4*11=26.4mKL(竖)=6.6*11*2=145.2mS=28.8*(0.2+0.4+0.4)+129.6*(0.2+0.3+0.3)+43.2*(0.2+0.4+0.4)+26.4*(0.2+0.3+0.3)+145.2*(0.3+0.6+0.6)=414.6E二层至四层梁混凝土KL1(3)=14.4*2+2.4*11=55.2mKL3(12)=43.2*3=129.6mKL4(11)=43.2mKL(竖)=6.6*11*2=145.2mS=[28.8*(0.2+0.4+0.4)+129.6*(0.2+0.3+0.3)+43.2*(0.2+0.4+0.4)+26.4*(0.2+0.3+0.3)+145.2*(0.3+0.6+0.6)]*3=1243.8E顶层梁混凝土KL7(12)=43.2*3=129.6mKL8(11)=43.2mKL5(3)=14.4*2+2.4*11=55.2mKL(竖)=6.6*11*2=145.2mS=129.6*(0.2+0.4+0.4)+43.2*(0.2+0.4+0.4)+55.2*(0.2+0.3+0.3)+145.2*(0.3+0.6+0.6)=434.76E圈梁合计V=414.6+1243.8+434.76=2093.16E6、楼梯混凝土模板S=3.6*6.6*3*1.5*2=213.84平方米七、钢筋工程66=0.222Kg66.5=0.26kg68=0.395kg610=0.617kg612=0.888kg①14=1.21kg①16=1.58kg①18=2.0kg①20=2.47kg①22=2.98kg①25=3.85kg①28=4.837kg1、 独立基础内钢筋J-1(612=0.888kg)=(0.888*2.28*13*2)*6=315.84kgJ-2(e8=0.395kg、612=0.888kg、①18=2.0kg、①20=2.47kg)=(2.47*1.312*4+2*0.412*2*2+0.395*2.04*3+0.888*2.78*21*2)*18=2202.46kgJ-3(e8=0.395kg、610=0.617kg、①18=2.0kg、①20=2.47kg)=(2.47*1.321*4+2*0.412*2*2+0.395*2.04*3+0.617*2.155*17*2)*7=447.81kgJ-4(e8=0.395kg、610=0.617kg、①18=2.0kg、①20=2.47kg、①14=1.21kg)=(2.47*1.321*4+2*0.412*2*2+0.395*2.04*3+2.47*1.321*4+2*0.412*2*2+0.395*2.04+0.888*5.08*18+1.21*2.53*26)*10=1967.11kg独立基础钢筋合计=315.84+2202.46+447.81+1967.11=4933.22kg2、 独立柱钢筋(68=0.395kg、①20=2.47kg)地下部分和地上一层钢筋=(3.6+2.1)*4*2.47*51+((3.6+2.1)/0.15)*0.5*4*0.395*51=4403.14kg二层至五层钢筋=3.6*4*5*2.47*51+(3.6*4/0.15)*0.5*4*0.395*51=12937.68kg独立钢筋合计4403.14+12937.68=17340.82kg3、 现浇板钢筋68=0.395kg一层现浇混凝土钢筋编号01=0.395*3.8*168=252.168kg编号02=0.395*6.4*532=1344.896kg编号03==0.395*1.43*126=71.1711kg编号04=0.395*2.36*126=117.4572kg编号05=0.395*1.38*75=40.8825kg编号06=0.395*2.26*75=66.9525kg编号07=0.395*3.85*28=42.581kg编号08=0.395*2.2*290=252.01kg编号09=0.395*0.98*76=29.4196kg编号10=0.395*1.46*154=88.8118kg编号11=0.395*3.7*896=1309.504kg编号12=0.395*2.3*588=534.198kg编号13=0.395*1.35*432=230.363kg编号14=0.395*2.2*432=375.408kg编号15=0.395*1.4*168=92.904kg编号16=0.395*2.34*42=38.8206kg编号17=0.395*1.42*42=23.5578kg编号18=0.395*1.37*25=13.52875kg编号19=0.395*2.24*25=22.12kg一层板混凝土配筋合计=4946.75kg二层至四层混凝土板配筋合计=4946.75kg*3=14840.25kg顶层板配筋e8=0.395kg编号01=0.395*3.8*168=252.168kg编号03=0.395*1.43*126=71.1711kg编号04=0.395*2.36*126=117.4572kg编号05=0.395*1.38*75=40.8825kg编号06=0.395*2.26*75=66.9525kg编号07=0.395*3.85*28=42.581kg编号08=0.395*2.2*290=252.01kg编号09=0.395*0.98*28=10.8388kg编号10=0.395*1.46*154=88.8118kg编号11=0.395*3.7*980=1432.27kg编号12=0.395*2.3*756=686.826kg编号13=0.395*1.35*480=255.96kg编号14=0.395*2.2*480=417.12kg编号15=0.395*2.34*42=38.8206kg编号16=0.395*1.42*42=23.5578kg编号17=0.395*1.37*25=13.5275kg编号18=0.395*2.24*25=22.12kg顶层板混凝土配筋合计=5299.32kg现浇板全部钢筋合计=4946.75+14840.25+5299.32=25086.32kg4、现浇梁混凝土钢筋1-4层梁混凝土钢筋(①18=2.0kg①16=1.58kge8=0.395kg)KL1(3)=14.4*2+2.4*11=55.2m=2*55.2+1.28*55.2+(55.2/0.15)*(0.2+0.3)*2=549.06kgKL3(12)=43.2*3=129.6m=2*4*129.6+1.58*3*129.6+(129.6/0.15)*(0.2+0.4)*2=2687.9kgKL4(11)=43.2m=2.47*2*43.2+1.58*2*43.2+(43.2/0.15)*(0.2+0.4)*2=695.52KGKL(竖)=6.6*11*2=145.2m=1.58*4*145.2+2*2*145.2+(145.2/0.15)*(0.3+0.6)*2=3240.86KG一层至四层合计=4*(549.06+2687.9+695.52+3240.86)=28693.36kg顶层梁混凝土钢筋KL7(12)=43.2*3=129.6m=1.58*4*129.6+(129.6/0.15)*(0.2+0.4)*2=1855.872kgKL8(11)=43.2m=2*2*43.2+1.58*2*43.2+(43.2/0.15)*(0.2+0.4)*2=654.912kgKL5(3)=14.4*2+2.4*11=55.2m=1.58*4*55.2+(55.2/0.15)*(0.2+0.3)*2=716.864kgKL(竖)=6.6*11*2=145.2m=1.58*4*145.2+(145.2/0.15)*(0.3+0.6)*2=2660.06kg顶层梁混凝土钢筋合计=1855.872+654.912+716.864+2660.06=5887.71kg所有梁钢筋合计28693.36+5887.71=34581.07kg5、楼梯钢筋编号01=0.617*3.87*16=38.20464kg编号02=0.397*1.6*136=86.3872kg编号03=0.617*1.39*12=10.29156kg编号06=0.617*1.47*84=76.19kg编号07=0.617*1.55*84=80.33kg编号08=0.395*2*109=86.11kg编号09=0.395*3.7*57=83.31kg编号10=0.395*0.87*141=48.45kg编号11=0.395*1.32*76=39.63kg编号12=2.47*3.8*8=75.09kg编号13=2.47*4.46*8=88.1296kg编号14=2*3.8*8=60.8kg编号15=2*4.46*8=71.36kg编号16=0.395*1.1*152=66.