3砼构件计算表7页

1、碌构件统计表序号名称计算式及说明单位数量条形基础C251TJ11.1*0.3*(29.98+99.11)+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)M3322.502TJ21.2*0.3*(74.17+2.35)+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)M3220.9434TJ3TJ41.1*0.3*55.15+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)1.1*0.3*7.

2、2+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)M3M3214.9193.075TJ51.1*0.3*(2.18+4.65)+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)M3196.46小计M31147.8独立柱基础C251DJ-11.5*1.5*0.35+0.4*0.4*(2.8-0.35)*6M37.0772DJ-21.9*1.2*0.35+0.4*0.4*(2.8-0.35)*2M32.383DJ-32.4*2.4*0.5+0.45*0.45*(

3、2.8-0.5)*2M36.69154DJ-42.7*2.7*0.35+1.6*1.6*0.3+0.45*0.45*(2.8-0.35-0.3)*6M322.55DJ-52.3*4.3*0.5+0.45*0.45*(2.8-0.5)*3M316.236DJ-62*4*0.45+0.45*0.45*(2.8-0.45)M34.0767DJ-73.1*3.1*0.45+1.7*1.7*0.45+0.45*0.45*(2.8-0.45*2)M312.02工程名称：*大学学生宿舍7号楼工程一建筑工程第1页共7页碌构件统计表工程名称：*大学学生宿舍7号楼工程一建筑工程第2页共7页8DJ-83.2*4.3

4、*0.6+0.45*0.45*(2.8-0.6)M38.7小计M379.67剪力墙基础C251A-A1.4*0.45*(1.3*2+2.915)+(1.67+0.4)*(2.8-0.45)*0.25+3.15*(2.8-0.45)*0.2*2M37.612B-B2.3*0.45*2.34+(1.67+0.4)*(2.8-0.45)*0.25M33.638小计M311.248地圈梁C251DQL-240*2400.24*0.24*(119.06+228.62)*3M360.078小计M360.078圈梁C251XB0.24*0.18*(119.06+228.62)*6*3M3270.36小计M3

5、270.36过梁C251GL-1240*120(1.95*2+1.5*330+1.7+1.1*5+1.1*12+1.5*1+1.4*6+1.7*1+1.5*1+1.3*12+1.7*1+1.4*13+1.9*327+1.5*3*0.24*0.12M334.3792GL-2120*1201.7*157+1.2*327M3659.3碌构件统计表3GL-3240*1802*(3+1+24+6+2+11+1)+2.3*(1+14+14)+2.1*7*0.24*0.18M37.6644GL-4240*250(5.04+0.5+2.75+0.5+2.60)*0.24*0.25M30.6834小计M3702

6、.026地基梁C251DL-1250*4000.25*0.4*(7.2-0.28*2)*2M31.3282DKL-3250*6000.25*0.6*(7.2-0.28*2)*2M31.9923DKL-4250*6000.25*0.6*(7.2-0.28*2)*2M31.9924DKL-5250*6000.25*0.6*(6.3*2+6.06-0.4*3)*2M35.2385DL1（框架部分）14.14*0.2*0.4M31.13126DL2（框架部分）6.945*0.2*0.4M30.55567DL3（框架部分）3.45*0.2*0.4M30.2768DKL4框架部分27.28*0.25*0.

7、5M33.47259DKL2框架部分12.39*0.25*0.5M31.5487510DKL3框架部分6.54*0.25*0.5M30.817511DKL4框架部分23.14*0.25*0.5M32.892512DKL5框架部分41.52*0.25*0.5M35.19小计M326.43工程名称：*大学学生宿舍7号楼工程一建筑工程第3页共7页碌构件统计表构造柱C251GZ1a(0.24+0.03)*(0.24+0.03)*19.85*6M38.682392GZ1a(0.24+0.03)*(0.24+0.03)*19.85*2M32.894133GZ1a(0.24+2*0.03)*0.48*19.

8、85*2M33.5734GZ2(0.24+2*0.03)*0.48*19.85*2M35.71685GZ1(0.24+0.03)*0.24*19.85*9M311.576526GZ1(0.24+2*0.03)*(0.24+2*0.03)*19.85*31M355.38157GZ1(0.24+2*0.03)*0.24*19.85*9M312.86288GZ3(0.2+0.03)*(0.12+2*0.03)*19.85*22M318.07928小计M3118.76砖混部分板工程量C251XB(3.6-0.24)*(5.2-0.24)*20+(3.91-0.24)*(5.2-0.24)*2+(3.6

9、-0.24)*3.72+(1.36+1.76)*3+1.76*6.96+(2.04-0.24)*(3.6-0.24)*10+1.8*6.96+(2.33*1.13)*22+1.13*0.88*22+1.38*2.04*0.1+0.2*0.1*(2.04+1.38*2)+1.25*3*(2.04+1.38*2)=57.8411*6*3M31041.14小计M31041.139第4页共7页工程名称：*大学学生宿舍7号楼工程一建筑工程碌构件统计表楼梯C251TBV1.55A+2.8A*0.1*1.6+0.5*0.15*0.28*10*1.6*3*6M315.26582PTB(3.6-0.24)*1.

10、55*0.1*2=1.0416*3*6M318.74883TL(3.84*0.24*0.35*2)=0.64512*3*6M311.61216小计M345.62676C25混凝土总计M33503.23垫层混凝土C151条基18.711+10.671+7.433+1.152+1.161M339.1282独立基础1.734+0.588+1.352+4.884+3.375+0.924+2.178+1.53M316.5653剪力墙基础0.8824+0.585M31.46744基础地梁0.5976+0.5976+0.5976+1.5714M33.36425框架基础地梁0.5656+0.2778+0.13

11、8+1.2501+0.55755+0.2943+1.0413+1.8684M35.99305C15混凝土总计M366.52665框架柱C301KZ1400*4000.4*0.4*3.3*8M34.2242KZ2450*4500.45*0.45*3.3*20M313.365小计M317.589工程名称：*大学学生宿舍7号楼工程一建筑工程第5页共7页碌构件统计表框架部分梁C301L1A200*5000.2*0.5*(3.6*2-0.28*2)*2M31.3282WKL1300*6000.3*0.3*(3.6*2-0.28*2)*2M32.39043WKL2300*6000.3*0.6*(3.6*2

12、-0.28*2)*2M32.39044WKL3300*6000.3*0.6*(6.3*2+6.06-0.4*3)M36.28565KL1300*6000.3*0.6*(3.6*4-0.33*2-0.45*3)*2M34.46046KL2350*6000.35*0.6*(3.6-0.33-0.225)M30.63947KL3350*6000.35*0.6*(3.6-0.33-0.225)M30.63948KL4350*6000.35*0.6*(3.6*1+1.5-0.33-0.45*4)M32.89179KL5400*6000.4*0.6*(5.2+2.04+1.7-0.12-0.45*2)*2

13、M31.900810KL6400*6000.4*0.6*(5.2+2.04+1.7*2-0.45*4)*2M33.369611BKL1350*6000.35*0.6*(3.6*0-0.45*2)1M31.32312BKL2400*6000.4*0.6*(5.2-0.33*2)M32.179213XTL1400*4000.4*0.4*(1.7-0.12)*2M30.505614L1150*4000.15*0.4*(1.7-0.12-0.2)M30.082815L3200*4000.2*0.4*(3.6*2-0.28-0.2-0.4)M30.505616L4200*4000.2*0.4*(3.6*2-0.28-0.2-0.4)M30.5056工程名称：*大学学生宿舍7号楼工程一建筑工程第6页共7页碌构件统计表17L5200*4000.2*0.4*(3.6*4-0.28*2-0.4*3)M31.011218L6200*4000.2*0.4*(2.04-0.12*2)M30.144小计M332.552框架部分板工程量C301XB(3.6*2-0.18*2)*(6.3-0.12-0.2)+(3.6*2-0.18*2)*(6.06-0.12-0.2)*0.16+(1.09-0.18-0.2)+(3.6*2-0.18*2)*2*0.