1基数计算表改好_secret

1、基数计算工程项目：*大学学生宿舍7号楼工程建筑工程 第1页共4页序号名 称计 算 式 及 说 明单位数量一层基数一L外1240页岩砖-m107.38L外240(52.9+0.12+0.05+56.13+0.12+0.05)*2+1.68*2+0.2+15+0.2*2+1.7*2+0.2*23+(25.81+21.22)*2+1.6+3.3+0.2*13 m113.61L外柱0.24*7+0.4*8+0.45*36.232100页岩砖-m62.1L外100（2.3+0.4）*22+（1.15+0.2）*262.13370页岩砖-m18.58L外3701.28+6.3*2 m20.18L外柱0.4

2、*41.6二L中1240页岩砖-m111.13L中24012.44+21.08-0.24+7.2+15.44+14.4+1.68*2+1.7+5.2+2.04+1.7+3.6+5.6+1.7*2+5.2+2.04+3.6*2m117.36L中柱0.24*7+0.4*8+0.45*36.322100页岩砖-m59.8L中1002.6*2.2+1.3*259.83370页岩砖-m18.58L中3701.28+6.3*3m20.18L中柱0.4*4m1.6基数计算工程项目：*大学学生宿舍7号楼工程建筑工程 第2页共4 页三L内1240页岩砖-m711.795L内(3.6-0.24)*11+3.91-

3、0.24*2+(3.6-0.24)*8+3.91-0.24+3.6*2+5.2*2+(3.6-0.24)*7+0.13+0.31+3.6-0.24+3.6-0.24+5.2-0.24+1.5+(5.2-0.24)*10+(1.6-0.24)*3+3.6-0.24+(3.6-0.24)*11*2+(3.6-0.24)*6*2+7.2-0.33-0.45-0.225-3.6-0.225-0.33+3.6-0.33-0.225+3.6+7.2-0.24-0.12+（3.6-0.12）*3+（3.6-0.28）*2+（3.6-0.12）*2+5.2*17+7.2*5+（3.6-0.24）*14+7.2

4、+（5.2-0.24）*2+3.6+5.2*14+6.78*2+2.04+0.24+5.2+3.73+6.21*2+2.04-0.24+5.2+1.58-0.24+4.8+1.58+1.28-0.33-0.2+3.18-0.24+3.18-0.24-0.5+7.11-0.24+2.17+3.863m747.075L中柱0.24*（59+34）+0.48*12+0.45*1635.282100页岩砖-m98.4L内100（1.5-0.17）*44+（1.7-0.17）*24+1.58*2m98.4370墙总长度18.58+18.58m37.7240墙总长度328.23+111.13+711.79

5、5m1151.115100墙总长度62.1+59.8+98.4m220.3二六层基数一L外1240页岩砖-m56.1L外2401.7+5.2+2.04-0.12+1.7+1.9+1.7*2+2.04+5.2*2+2.04+0.24+5.2+2.04+5.2+0.24+（3.6+0.24）*2+1.64+0.24+1.7*2+3.6+2-0.24m61.54L外柱0.24*16+0.4*45.442100页岩砖-m70.2L中1002.7*25+1.35*270.2二L中1240页岩砖-m57.32L中2401.7+5.2+2.04+1.9+1.7*2+2.04+5.2*2+2.04+5.2*3

6、+2.04+3.6*2+1.7+3.6+0.2+1.7+2m62.76基数计算工程项目：*大学学生宿舍7号楼工程建筑工程 第3页共4 页L中柱0.24*16+0.4*45.442100页岩砖-m67.7L中1002.6*25+1.35*267.7三L内1240页岩砖-m708.38L内2403.6*15-0.24*2+5.2+3.6+1.6-0.24+3.6*10-0.24+5.2+1.6*2+5.6+3.6*9-0.24+5.2+3.6+5.2*8+5.2*3+3.6*3+3.6*18*2+3.6+3.91*4+（5.2-0.24）*26+（5.2+1.58-0.24）*4+（3.6-0.2

7、4）*12+（7.2-0.24）*4+（5.2-0.24）*17+1.32-0.24m736.62L内柱0.24*111+0.4*428.242100页岩砖-m110.47L内100(1.5-0.24-0.05)*52+(1.7-0.12-0.05)*27m110.47240墙总长度56.1+57.32+708.38m821.8100墙总长度70.2+67.7+110.47m248.37基数计算工程项目：*大学学生宿舍7号楼工程建筑工程 第4页共4页底面积（S底）1一层S143.51*(17-1.7-1.58-1.28)+1.58*3.6+2+2*3.6*3+(3.6*3+1.6)*(3.6*

8、6+2.04+5.2)+(2+3.6*7)*（5.2*2+2.04）+1.58*3.6+5.6*（3.6+2+1.6）+3.6*2*33.96+7.2*（5.2*2+2.04）+（1.4+0.93）*1.45*47*0.5阳台+1.1*1.65*47厕所 1809.332二层S242.51*（17-1.58-1.28）+1.58*3.6+3.6*6+（3.6*6+2.04+5.2）*（3.6*3+1.6）+（2+3.6*11）*（5.2*2+2.04）+1.58*3.6+5.6*（3.6+1.6）+（1.45+0.93）*1.45*47*0.5阳台+1.1*1.65*56厕所1605.323三

9、层S342.51*（17-1.58-1.28）+1.58*3.6+3.6*6+（3.6*6+2.04+5.2）*（3.6*3+1.6）+（2+3.6*11）*（5.2*2+2.04）+1.58*3.6+5.6*（3.6+1.6）+（1.45+0.93）*1.45*47*0.5阳台+1.1*1.65*56厕所1605.324四层S442.51*（17-1.58-1.28）+1.58*3.6+3.6*6+（3.6*6+2.04+5.2）*（3.6*3+1.6）+（2+3.6*11）*（5.2*2+2.04）+1.58*3.6+5.6*（3.6+1.6）+（1.45+0.93）*1.45*47*0.

10、5阳台+1.1*1.65*56厕所1605.325五层S542.51*（17-1.58-1.28）+1.58*3.6+3.6*6+（3.6*6+2.04+5.2）*（3.6*3+1.6）+（2+3.6*11）*（5.2*2+2.04）+1.58*3.6+5.6*（3.6+1.6）+（1.45+0.93）*1.45*47*0.5阳台+1.1*1.65*56厕所1605.326六层S642.51*（17-1.58-1.28）+1.58*3.6+3.6*6+（3.6*6+2.04+5.2）*（3.6*3+1.6）+（2+3.6*11）*（5.2*2+2.04）+1.58*3.6+5.6*（3.6+1

11、.6）+（1.45+0.93）*1.45*47*0.5阳台+1.1*1.65*56厕所1605.327楼梯S113.84*7.44*385.7088S总1+2+3+4+5+6+79835.93门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第1页共8 页序号型号洞口尺寸每樘面积m2总樘数总面积（m2）所在部位外墙内墙宽高240100240100一层门窗统计表一塑钢窗（固定）1c-1145021003.04526.096.092mc-1120027003.2426.486.48小计12.5712.57二塑钢窗（推拉）3c-3150024503.67513.6753.6754c-105040

12、260013.104113.10413.1045c-11275024506.737516.73756.7375小计23.516523.5165三塑钢窗（平开）6c-26009000.5452.72.77c-560012000.7221.441.448c-6150015002.2581815.742.259c-7180012002.1612.162.1610c-8180015002.725.45.411c-9150012001.811.81.8门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第2页共8 页12c-12210012002.5212.522.52小计34.0127.86.21四

13、塑钢窗（上悬）13c-4120012001.442231.6814c-1312006000.7210.720.7215c-1415006000.910.90.9小计33.31.62五塑钢门（平开）16m-1150017002.725.45.417m-5100021002.124.24.218m-6150024003.613.63.619m-8120024002.8812.882.8820m-9100024002.412.42.421mc-1120027003.2413.243.24小计21.725.416.32六塑钢门（推拉）22Tm-1140024003.3647157.92157.92小计

14、157.92157.92七防盗门23m-3100022002.250110110小计110110门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第3页共8 页八木门24m-424m-424m-424m-424m-42425m-790021001.8911.891.8926m-1080021001.6811.681.6827m-11150024003.613.63.6小计76.267.1769.09九乙级防火门29Fmz-190021001.8935.675.67小计5.675.67十乙级防火木门30Fmz-1021100021002.131Fmz-1624160024003.8427.6

15、87.6832Fmz-1824180024004.32417.2817.28小计24.9624.96一层合计499.92670.9065328.2569.09二层六层三塑钢窗（平开）7c-560012000.72107.27.28c-6150015002.251533.7522.511.2510c-8180015002.710272711c-9150012001.8599小计76.9565.711.25门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第4页共 8页四塑钢窗（上悬）13c-4120012001.44135194.4小计194.4五塑钢门（平开）19m-6150024003.

16、6103636小计3636六塑钢门（推拉）23Tm-1140024003.36280940.8940.8小计940.8940.8七防盗门24m-3100022002.2280616616小计616616八木门25m-470021001.47280411.6411.626m-790021001.8959.459.4527m-1080021001.681016.816.8小计437.8526.25411.6九乙级防火门29Fmz-190021001.891018.918.9小计18.918.9门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第5页共8 页十乙级防火木门31Fmz-162416

17、0024003.84519.219.232Fmz-1824180024004.321043.243.2小计62.462.4二层六层合计2383.3101.71675.6411.6顶层一塑钢窗（平开）1c-6150015002.2512.252.252c-8180015002.725.45.4小计7.657.65二乙级防火木门3Fmz-100021002.136.16.11021小计6.16.1顶层合计13.7513.75门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第6页共8 页序 号型 号洞口尺寸mm每樘面积（m2）总樘数总面积（m2）所在部位外墙内墙宽高240100240100一塑

18、钢窗1c-14521145021003.04526.096.092c-15245150024503.67513.6753.6753c-504265040260013.104113.10413.1044c-275245275024506.737516.73756.73755c-06096009000.5452.72.76c-061260012000.72128.641.447.27c-1515150015002.25245440.513.58c-1812180012002.1612.162.169c-1815180015002.71437.837.810c-1512150012001.8610.

19、891.811c-2112210012002.5212.522.5212c-1212120012001.44157226.0813c-120612006000.7210.720.724c-1500615006000.910.90.915mc-1227120027003.2423.273.27小计372.4065121.666524.66门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第7页共8 页二塑钢门16m-15271500270016m-15271500270016m-1527150018m-1021100021002.124.24.219m-1524150024003.61139

20、.6363.620m-1224120024002.8812.882.8821m-1024100024002.412.42.422mc-1227120027003.2413.243.2423Tm-1424140024003.363271098.721098.72小计1159.1444.11115.04三防盗门24m-1022100022002.2330726726小计726726四木门25m-072170021001.47327480.69480.6926m-092190021001.89611.3411.3427m-082180021001.681118.4818.4828m-15241500

21、24003.613.63.6小计514.1133.42480.69门窗统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第8页共8 页五乙级防火门29Fmz-0921900210029Fmz-0921900210029Fmz-0921900小计24. 57小计六乙级防火木门30Fmz-1021100021002.136.36.331Fmz-1624160024003.84726.8826.8832Fmz-1824180024004.321460.4860.48小计93.666.387.36合计2896.9765186.35652003.85480.69砼构件统计表工程名称：*大学学生宿舍7号楼

22、工程建筑工程 第1页共 7页序号名 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)M3220.943TJ31.1*0.3*55.15+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)

23、M3214.94TJ41.1*0.3*7.2+0.36*0.12+(119.06+224.06)+0.24*(2.08+0.06)*(119.06+228.02)M3193.075TJ51.1*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

24、.5+0.45*0.45*(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-6 2*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砼构件统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第2页共 7页8DJ-83.2*4.3*0.6+0.45*0.

25、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*3 M3270.36小计M3270.36过梁C

26、251GL-1 240*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-2 120*1201.7*157+1.2*327M3659.3砼构件统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第3页共 7页3GL-3 240*1802*（3+1+24+6+2+11+1）+2.3*（1+14+14）+2.1*7*0.24*0.18M37.6644GL-4 240*250(5.04+0.5+2.75+0.5+2.60)*

27、0.24*0.25M30.6834小计M3702.026地基梁C251DL-1 250*4000.25*0.4* (7.2-0.28*2)*2M31.3282DKL-3 250*6000.25*0.6*(7.2-0.28*2)*2M31.9923DKL-4 250*6000.25*0.6*(7.2-0.28*2)*2M31.9924DKL-5 250*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*0.4

28、M30.2768DKL4框架部分27.28*0.25*0.5M33.47259DKL2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砼构件统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第4页共 7页构造柱C251GZ1a（0.24+0.03）*（0.24+0.03）*19.85*6M38.682392GZ1a（0.24+0.03）*（0.24+0.03）*19.85*2 M32.8

29、94133GZ1a （0.24+2*0.03）*0.48*19.85*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*31 M355.38157GZ1(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)

30、*20+(3.91-0.24)*(5.2-0.24)*2+(3.6-0.24)*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砼构件统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第5页共 7页楼梯C251TB1.55+2.8*0.1*1.6+0.5*0.15*0.28*10*1

31、.6*3*6M315.26582PTB(3.6-0.24)*1.55*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+1.5714M

32、33.36425框架基础地梁0.5656+0.2778+0.138+1.2501+0.55755+0.2943+1.0413+1.8684M35.99305C15混凝土总计M366.52665框架柱C30M3133.04421KZ1 400*4000.4*0.4*3.3*8M34.2242KZ2 450*4500.45*0.45*3.3*20M313.365小计M317.589砼构件统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第6页共 7页框架部分梁C301L1A 200*5000.2*0.5*（3.6*2-0.28*2）*2M31.3282WKL1 300*6000.3*0.3*（3.

33、6*2-0.28*2）*2M32.39043WKL2 300*6000.3*0.6*（3.6*2-0.28*2）*2M32.39044WKL3 300*6000.3*0.6*（6.3*2+6.06-0.4*3）M36.28565KL1 300*6000.3*0.6*（3.6*4-0.33*2-0.45*3）*2M34.46046KL2 350*6000.35*0.6*（3.6-0.33-0.225）M30.63947KL3 350*6000.35*0.6*（3.6-0.33-0.225）M30.63948KL4 350*6000.35*0.6*（3.6*1+1.5-0.33-0.45*4）M3

34、2.89179KL5 400*6000.4*0.6*（5.2+2.04+1.7-0.12-0.45*2）*2M31.900810KL6 400*6000.4*0.6*（5.2+2.04+1.7*2-0.45*4）*2M33.369611BKL1 350*6000.35*0.6*（3.6*0-0.45*2）M31.32312BKL2 400*6000.4*0.6*（5.2-0.33*2）M32.179213XTL1 400*4000.4*0.4*（1.7-0.12）*2M30.505614L1 150*4000.15*0.4*（1.7-0.12-0.2）M30.082815L3 200*4000

35、.2*0.4*（3.6*2-0.28-0.2-0.4）M30.505616L4 200*4000.2*0.4*（3.6*2-0.28-0.2-0.4）M30.5056砼构件统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第7页共 7页17L5 200*4000.2*0.4*(3.6*4-0.28*2-0.4*3)M31.011218L6 200*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+(1.0

36、9-0.18-0.2)+（3.6*2-0.18*2）*2*0.1+(3.6-0.24)*(5.2-0.24)*8+(2.04-0.24)*(7.2-0.24)*2+2.33*1.13*8+0.88*1.13*8*0.1M339.61992小计M339.619剪力墙工程量C301Q13.15*3.25*0.2*2M34.0952Q2(1.67+0.4)*3.25*0.25*2M33.3637小计M37.4587C30混凝土总计M397.220钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第1页共15页序号名 称计 算 式 及 说 明单位数量计算说明：1钢筋长度=单根构件钢筋长度（按各种构

37、件钢筋长度计算规则计算）*单根构件钢筋根数*构件根数2钢筋工程量=相同规格钢筋总长度*该钢筋理论重量一砼独立基础1DJ114200（1.5-0.08）*(1.5-0.08)/0.2+1*2*6m136.322DJ214150（1.9-0.08）*(1.9-0.08)/0.15+1*2m29.1212150（1.2-0.08）*(1.2-0.08)/0.15+1*2m29.123DJ316150（2.4-0.08）*(2.4-0.08)/0.15+1*2*2m148.484DJ414100（2.7-0.08）*(2.7-0.08)/0.1+1*2*6m848.885DJ516150（2.3-0.

38、08）*(4.3-0.08)/0.15+1*3m193.1414100（4.3-0.08）*(2.3-0.08)/0.1+1*3m291.18(3)1014(4.3-0.08)*10*3m126.6(4)10200（2.3 -0.08）*(4.3 -0.08)/0.2+1*3m146.526DJ616100（2-0.08）*(4-0.08)/0.15+1m51.8414100（4-0.08）*(2-0.08)/0.15+1m78.4(3)1014(4.3-0.08)*10m39.2(4)10200（2 -0.08）*(4 -0.08)/0.2+1m40.32钢筋统计表工程名称：*大学学生宿舍7号楼工程建筑工程 第2页共15页7DJ716100（2-0.08）*(4-0.08)/0.15+1m374.488DJ816100（3.2-0.08）*(4.3-0.08)/0.1+1m134.1616100（4.3-0.08）*(3.2-0.08)/0.15+1m135.04(3)12100（4.3-0.08）*(3.2-0.08)/0.1+1m135.04(4)12100（3.2-0.08）*(4.3-0.08)/0.1+1m134.16砼独立基础钢筋合计1B16148.48+193.14+51.84+51.84+134.16+135.04m1041.142B1478.4+29