计算式整合.doc

5-5剖面 5-57-7 h=1.7-0.425=1.2751.5m 不放坡 V=(1.6+2*0.05)*1.275*(12+12)=52.02m6-6剖面 V=(1.4+2*0.05)*1.275*3=5.74m7-7剖面 V=(1+2*0.05)*1.275*(9+5.1-.1.5)=17.67m序号项目编码项目名称计量单位工程量计算式备注1010302001004实心砖墙(嵌砌内墙)m34.74（3.90.45）0.245.734.742010301001001砖基础m317.313.9+6+9.90.12+2.10.80.12+60.24+4.50.24+5.4-0.24+0.88+1.44-0.12-0.240.24(1.39+0.137)=17.33010302001001实心砖墙(嵌砌外墙)m333.86(12.24+12.24+9.24+5.1+0.24-0.45-0.342-0.453) 0.246.55-2.12-14.8896-1.95-2(12.24-0.34) 0.240.35=33.864010302001003实心砖墙（普通内墙）m317.4（60.24+4.50.24+5.40.24）（5.730.12）0.2420.44扣：门窗：2.70.90.245过梁：30.120.241.4 总计：17.45010302001002实心砖墙（普通外墙）m331.53（6+9.9+（2.10.12）（9.90.12）5.73（0.242.36+（0.121.5）2.11.52.72.71.821.51.83） 0.24=31.536010401001001钢砼无梁带基1-1剖H=2.1+0.9+0.24+0.9+0.42=4.56 mS=0.15x1.6+1/2x(0.6+1.6)x0.1=0.35 m2V1-1=4.56x0.35=1.596 m32-2剖H=5.4-0.7+4.5x2=13.7 mS=0.15x1.4+1/2(0.6+1.4)x0.1=0.31 m2V2-2=13.7x0.31=4.247 m33-3剖H=(2.1+0.12-0.3-0.8)+5.4+2.1+0.9+3+4.5+5.4-0.7=21.72 mS=0.15x1.1+1/2(0.6+1.1)x0.1=0.25 m2V3-3=21.72x0.25=5.43 m34-4剖H=(2.1+0.12-0.3-0.8)+4-0.3-0.55=4.27 mS=0.25x0.6=0.15 m2V4-4=4.27x0.15=0.641 m3合计V=V1-1+V2-2+V3-3+V4-4=11.91 m311.91M37010401001002钢砼有梁带基5-5剖B. 4x3+0.12x2-0.3=11.94 mE. 4x3+0.12x2-0.3=11.94 mS=1.6x0.25+1/2x(0.6+1.6x0.1+0.5x0.85=0.935 m2加 V=0.05x0.85+1/2(0.85+0.95)x(1-0.35-0.05x2)/2x0.5x3=0.435 m3加 4,B相接V=0.05x0.85+1/2x(0.85+0.95)x0.475x0.5=0.235 m3V5-5=23.88x0.935+0.435+0.235=23.00 m36-6剖H=3+0.9-(1/2x0.45-0.12)+1/2x1.1=4.345 m S=1.4x0.25+1/2(0.45+1.4)x0.1+0.35x0.85=0.74 m2加V=0.05x0.85+1/2(0.85+0.95)x0.5x0.35=0.17 m3V6-6=4.345x0.74+0.17=3.387 m3 7-7剖：H=（5.1+0.12-0.3）+3+（0.9+0.12-0.3）=8.64 m：H=（5.1+0.12-0.3）=4.92 mS=1x0.25+1/2x(0.45+1)x0.1+0.35x0.85=0.62 m2加V=0.05x0.85+1/2(0.85+0.95）x0.5x0.35x3=0.517 m3V7-7=13.56x0.62+0.517=8.924 m3合计V=V5-5+V6-6+V7-7=35.31 m335.31M38010402001001钢砼独立矩形柱H=2.78-0.08+1.7-0.15-0.1=4.15 mV=0.25x0.25x4.15=0.26 m30.26M39010402001002钢砼矩形柱H=7.15+0.35-0.12+1.7-0.25-0.1-0.85=7.38m n=4根V=0.3x0.45x7.38x4x2=7.98m7.98M310010402003001钢砼门框柱H=3.6+1.7-0.25-0.1-0.85=4.1 mV=0.24x0.25x4.1x2=0.49 m30.49M311010403002001钢砼矩形梁LL1: B E n=2根V=0.24x0.35x(4x3+0.24-0.3x4)x2=1.85 m31.85M312010403003001钢砼异形梁GJ1: BE BE n=2根V=0.25x1/2x（0.75+0.85）+1/2x（0.15+0.3）x0.15x2x（9.24-0.45x2）x2=4.46 m3GJ2： BE n=2根V=0.25x1/2x(0.75+0.85)+1/2(0.15+0.3)x0.15x(9.24-0.45x2)x2=3.90 m3Ty1: B E n=2根V=(0.2x0.12+0.24x0.35)x(4x3+0.24-0.3x4)x2=2.38 m3合计 V=V1+V2+V3=10.74 m3 10.74M313010403004001钢砼防水圈梁S=0.24*0.12=0.0288mm1-1剖面至4-4剖面L1=49.83m5-5剖面至7-7剖面L2=39.44m L总=89.30m合计 V=89.30X0.0288=2.57m32.57M314010403004002钢砼圈梁(1) 车间S=0.24X0.24=0.0576m2L=（9.240.45X2）X2- 4=12.68V1=0.0576X12.68=0.73m3（2）生活间（屋面）(D)(B)轴与（4）（5）轴S=0.24X（0.24-0.11）=0.0312m3L=5.4-0.12X2=5.16mV2=0.0312X5.16=0.16m3(5)轴：（A）(D)轴S=0.24X（0.24-0.11）=0.0312m3L=2.1+3.9-0.12X2=5.76mV2=0.0312X5.76=0.18m3（4）轴: (B)(D)轴S=0.24X（0.24-0.11）=0.0312m3L=3.9+0.12+0.12-0.45=3.69mV2=0.0312X3.69=0.12m3(D)轴：（4）（6）轴S=0.24X（0.3-0.11）=0.0456m2L=4.5+5.4-0.12=9.78mV2=0.0456X9.78=0.45m3（6）轴：(A)(D)轴S=0.24X（0.3-0.11）=0.0456m2L=2.1+3.9=6.0mV2=0.0456X6=0.27m3(A) 轴：（4）（6）轴S=0.24X（0.3-0.11）=0.0456m2L=4.5+5.4=9.9mV2=0.0456X9.9=0.45m3（4）轴：(A)(B)轴S=0.24X（0.3-0.11）=0.0456m2L=2.1-0.12=1.98mV2=0.0456X1.98=0.09m31.27M315010403005001钢砼过梁（1） 车间V1=0.24X0.24X2.6X3X2=0.899m3V2=0.24X0.24X2.6X3X2=0.899m3V3=0.24X0.24X2.6X2=0.30m3V4=0.24X0.24X（1.0+0.25+0.25）X1=0.080m3V5=（0.24X0.4-0.07X0.04）X3.0+(4.0-3.0)X0.24X0.4=0.376m3合计=0.899X2+0.3+0.089+0.376=2.57m32生活间底层V1=0.24X0.24X2.3X1=0.132m3V2=0.24X0.24X1.7X1=0.098m3V3=0.24X0.24X（2.3+3.2）=0.317m3V4=0.24X012X1.5X1=0.043m3V5=0.24X0.12X1.4X3=0.121m3合计=0.132+0.098+0.317+0.043+0.121=0.71m33生活间二层V1=0.24X（0.24-0.11）X(0.9+0.50=0.044m3V2=0.24X（0.3-0.11）X（1.5+0.5）=0.091m3V3=0.24X（0.24-0.11）X（0.9+0.5）=0.044m3V4=0.24X（0.3-0.11）X（2.7+0.5+1.5+0.5）=0.237m3合计=0.044+0.091+0.044+0.237=0.41m3总计=2.57+0.71+0.41=3.69m33.69M316一层建筑面积175.3822.14x11.34-12x2.1-5.1x9.9=175.3817二层建筑面积62.289.9x6.24+0.24x2.1=62.2818阳台2.841/2x1.2x4.74=2.8419雨篷6.701/2x(4+0.425-0.12)x2.1+(4+0.425+0.42)x0.9=6.7020合计247.20175.38+62.28+2.84+6.70=247.2021素砼台阶m38.41宽=0.3+0.3+0.3=0.9m长=0.86-0.12+1+0.36+0.9+0.15+0.6+0.425+4+1.02-0.9+0.9+0.15=9.35mV=0.9x9.35=8.41m322散水坡道m37.20（3+2x0.5）x1.8=7.20m323素砼明沟m56.28L=（22.14+0.2+11.34+0.2）x2=67.76m扣除L1=（4-0.12+1.025-0.2）=4.705m L2=2.1mL3=1.02+0.2=1.22mL4=4m工程量L=56.28m24YKB多孔板m37.45YKB 5-38-3 N=6块 V1=3.73x6x0.40858=0.914m3YKB 6-38-3 N=36块 V2=3.73x36x0.048673=6.536m3V=0.914+6.536=7.45m325钢砼挑檐天沟m33.784V1=0.07x45.36x0.6+0.18x47.52x0.06=2.418V2=0.07x25.44x0.6+0.18x27.06x0.06=1.36V3=0.08x0.6x0.06x2处=0.006V=2.418+1.36+0.006=3.78426钢砼栏板压顶m30.05S=0.06x0.12=0.0072L=(4.5+0.12x2-0.06x2)+(1.2-0.06)x2=6.9V=0.0072x6.9=0.0527钢砼阳台m30.626V=（4.5+0.12x2）x1.2x0.11=0.62628020101001001水泥砂浆楼地面外墙：南：9.9（6-0.45）-2.71.82-1.52.7-1.51.8+1.2（7.53-0.45）-2.11.26-2.11.82-12.1=22.191北：9.9（6-0.45）-1.51.82+1.2（7.53-0.45）-2.11.26-2.11.83=31.581东： 65.24+1.534.14+7.085.1=73.89西：（7.53-0.45）9.24+（6-0.45）（2.1+0.12-0.12）-33.6-12.1=64.17S外=22.191+31.581+73.89+64.17=191.832内墙：内边墙：191.832-（9.9+6）20.12-（9.9+6+12+9）20.11+（0.45-0.24）2（7.53-0.24-0.11）4=191.958：（5.4-1.2-0.24）（3-0.45-0.12）+5.4（3-0.11）-0.52.72=47.758AD：（6-0.24）（6-0.45-0.12-0.11）-0.92.742=41.846：（4.5-0.24）（3-0.45-0.12）2=20.704BD：（3.9-0.24）（7.53-0.45-0.12-0.11）2=50.142S内：(191.958+47.758+41.846+20.704+50.142)=352.408S总：191.83+352.408=103.2103.02M229020101001002水泥砂浆楼地面0.94+（2.1+0.12-0.12）（4.425-0.12）+1.24.845=7.27.2M230020101002001现浇水磨石楼地面46+0.250.25（3-0.45-0.12）=46.8346.83M231020401005001现浇水磨石楼地面0.92.75=12.1512.1532020105001001水泥砂浆踢脚线12.12=4.24.2M233020105004001水磨石踢脚线33.6=9.339.33M234020106004001现浇水磨石梯面1.52.71=6.36.3M235020107002001硬木扶手带栏杆2.11.212=30.2430.24M236020107005001硬木靠墙扶手2.11.85=18.918.9M237020108004001003现浇水磨石台阶面1.51.83=8.18.1M238020105004002水磨石踢脚线2.71.82=9.729.72M239020105004001水磨石踢脚线5+2.11.2-6=1.21.2M40020101002003现浇水磨石楼地面0.94+（2.1+0.12-0.12）（4.425-0.12）+1.24.845=10.6910.69M241020201001墙面一般抹灰外墙：南：9.9（6-0.45）-2.71.82-1.52.7-1.51.8+1.2（7.53-0.45）-2.11.26-2.11.82-12.1=22.191北：9.9（6-0.45）-1.51.82+1.2（7.53-0.45）-2.11.26-2.11.83=31.581东： 65.24+1.534.14+7.085.1=73.89西：（7.53-0.45）9.24+（6-0.45）（2.1+0.12-0.12）-33.6-12.1=64.17S外=22.191+31.581+73.89+64.17=191.832内墙：内边墙：191.832-（9.9+6）20.12-（9.9+6+12+9）20.11+（0.45-0.24）2（7.53-0.24-0.11）4=191.958：（5.4-1.2-0.24）（3-