某办公楼建筑工程计算书

第一章基础工程计算工程名称：某办公楼建筑工程序号分部分项工程工程单位计算公式名称部位2mS=(58+4)X(26+4)=18601场所平整桩基人工挖3m单桩：7.0X1/4X3.14X0.82=3.517土合计：1.3X578X3.517=2032.712J1:共140根1)混凝土工程量：V=3.14DHN/4=0.7854X0.83mX0.8X7.0X140=492.602）钢筋:a.主筋：G=12.8X12X0.888X140XKg1.02=1113.00b.箍筋：G=8.076X12.8X140XKg1.02=843.52c.钢筋小计：1113.00+843.52=1956.52J2：共145根1）混凝土工程量：V=3.14D2HN/4=0.7854X3m0.9X0.9X7.0X145=550.702)钢筋:Xa.主筋：G=12.8X12X0.888X1451.02=556.50Kgb.箍筋：G=8.076X12.8X145X1.02=421.763桩工程基础c.钢筋小计：量556.50+421.76=978.26J3：共145根1)混凝土工程量：V=3.14D2HN/4=0.7854X0.8X0.8X7.0X145=550.703m2）钢筋:

结果18602032.71492.61113.00843.521956.52550.7556.5421.76978.26550.70a.主筋：G=12.8X12.13X0.888X145X1.02=3014.373014.37b.箍筋：G=8.076X12.8X145XKg1.02=2108.812108.81c.钢筋小计：3014.37+2108.81=5123.185123.18J4:共148根1)混凝土工程量：V=3.14D2HN/4=0.7854X580.703m0.8X0.8X12.8.X148=580.702)钢筋:2411.50a.主筋：G=12.8X13X0.888X148KgX1.02=2411.501087.04X12.8X148Xb.箍筋：G=8.0761.02=1087.043498.54c.钢筋小计：2411.50+1087.04=3498.542032.71m3桩基工程量总计：69339桩-混凝土：V=2032.71Kg桩-钢筋：G=69339第二章地梁、钢筋、混泥土工程量计算序号分部分项工程名工程部单位计算公式结果称位模板：S=(2.1+3.0)X0.35X2X8+6.6X0.35X2X4+4.8X2X16X0.35+(3.0+2.1+1.5)X0.4X2X6+(3.0+2.1)X0.35X2X6+(3.3+2.4)X0.3X2X6+1地梁工程量地梁模3m4.5X0.4X2X6+3.9X0.35板X2X5+3.6X0.5X2X2+3.0X0.5X2X2=668.61668.61DL1DL1:8根a.主筋：G=[(3.0+2.1)X1.21X6X5.1X1.58554.06X4]X8=554.062钢筋工程量箍筋：Kgl=[()+()]X2-0.1=0.9672.81n=()/0.20+仁25.2G=0.395XlXnX8=72.81626.87c.钢筋小计：DL2554.06+72.81=626.87DL2:4根a.主筋：634.13G=[6.6X2.98X4+6.6X2.47X2+6.6X2.0X2+6.6X1.58X2]X4=634.13箍筋：l=[()+()]X47.022-0.1=0.96681.15DL3n=()/0.20+1=31G=0.395XlXnX4=47.02c.钢筋小计：634.13+47.02=681.15DL3:6根主筋：G=[(3.0+2.1+1.5)

883.18X4X2.47+(3.0+2.1+1.5)X4X2.0+(3.0+2.1+1.5XX1.58)]X6=833.182DL4n=[(3.0+2.1+1.5)-0.60]/0.20+1=31G=0.395XlXnx6=77.88c.钢筋小计：833.18+77.88=911.06DL4:16根主筋：G=(4.8X4X1.21+4.8X2X2.0+4.8X4X1.58)X16=1164.29箍筋：DL5l=()+()]X2钢筋工程量2-0.10=0.96Kgn=(4.8-0.60)/0.20+1=18G=0.395XlXnX16=109.21c.钢筋小计：1164.29+109.2仁1273.50DL5:6根主筋：G=(3.0+2.1)X(2X2.0+2X1.21+2XDL61.58+4X1.58)X6=486.54箍筋：l=()+()]X2-0.10=1.16n=[(3.0+2.1)-0.60]/0.20+1=23.5G=0.395XlXnX6=65.98钢筋小计：486.54+65.98=552.52DL6:6根DL72a.-0.10=1.16主筋：G=1.5X3X(3X2.0+5X1.58)X6=375.3箍筋：l=[()+()]X

77.88911.061164.29109.211273.50486.5465.98552.52375.3DL8钢筋工程量DL9

n=(1.5X3-0.60)/0.20+仁20.554.75G=0.395XlXnX6=54.75430.05c.钢筋小计：375.3+54.75=430.05DL7:6根a.主筋：316.8G=3.3X(8X1.21+4X1.58)X6=316.8箍筋：l=[()+()]X38.73n=(3.3-0.60)/0.15+1=192-0.10=0.86G=0.395XlXnX6=38.73c.钢筋小计：316.8+38.73=355.53355.53KgDL8:6根a.主筋：G=2.4X(8X1.21+4X1.58)X6=230.4230.4箍筋：l=[()+()]X2-0.10=0.86n=(2.4-0.60)/0.10+1=1938.73G=0.395XlXnX16=38.73269.13c.钢筋小计：230.4+38.73=269.13DL9:5根主筋：DL10264.81G=3.9X(6X1.21+4X1.58)X5=264.81箍筋：l=[()+()]Xn=(3.9-0.60)/0.20+1=17.52-0.10=0.9634.13G=0.395XlXnX5=34.13298.94c.钢筋小计：264.81+34.13=298.94DL10:2根a.主筋：X(6XXG=(3.0+3.6)2.98+23.85)X337.662=337.66b.箍筋：1=[()+()]X2-0.10=1.26n=[(3.0+3.6)-0.60]/0.15+1=41G=0.395XlXnX2=40.8140.81378.47c.钢筋小计：337.66+40.81=378.4717209.2钢筋工程量总计：17209.233333mV=(2.1+3.0)X0.35X0.30X8+6.6X0.35X0.30X4+4.8X0.35X0.3X16+(3.0+2.1+1.5)X0.4X0.3X6+(3.0+2.1)X0.35X0.3X6+(3.3+2.4)X0.33混凝土工程量X0.3X6+(1.5+1.5+1.5)X0.4X0.3X6+3.9X0.35X0.3X5+3.6X0.5X0.3X2+3.0X0.5X0.3X2=106.2106.2第三章底层、二层柱、梁、楼板工程量计算序分部分项工程单计算公式结果号工程名称部位位2m1柱-模扳量柱m21柱-模扳量柱Kg2柱-钢筋、柱-混柱凝土量3m2m3梁-模板量梁

Z-1:18根bXh=0.45XS=18X0.45X()X4=126.36126.36Z-2:6根bXh=0.45X0.45S=6X0.45X()X4=42.1242.12Z-3:8根bXh=0.45XS=8X0.45X()X4=56.16Z-4:4根bXh=0.45X0.4556.16S=4X0.45X()X4=28.08Z-5:2根bXh=0.5X0.528.08S=2X0.5X()X4=15.6Z-6:2根bXh=0.4X0.415.6S=2X0.4X()X4=12.48Z-7:2根bXh=0.4X0.412.48S=2X0.4X()X4=12.48Z-8:2根bXh=0.5X0.5S=2X0.5X()X4=15.612.48底层柱模板工程量总计：606.7215.6606.72柱-钢筋：G=(52+42+25+19X18+(52+39+85+6?X6+(24+18+151+93X8+(113+96+291+598X4+(87+112+79+67X2+(107+143+89+47X2=3654136541柱-混凝土：V=0.45X0.45X()X36+0.5X0.5X()X4+0.4X0.4X()X4107.4=107.4S=(0.4X2+0.25)X3.3X10+(0.45X2+0.25)X5.1X12+(0.3X2+0.25)X4.8X16+(0.35X2+0.25)X4.8X16+(0.45X2+0.25)X10.2X6+(0.4X2+0.25)X13.2X3+(0.3X2+0.25)X2.4X5+(0.3X2+0.25)X3.3X2Kg4梁-钢筋量梁Kg

=517.42517.42KL1:8根主筋：G=5.1X(4X2.0+2X1.58+2X1.21)X8=554.064b.箍筋：554.0641=[()+()]X2-0.10=0.85n=(5.1-0.06)/0.2+仁25.2G=0.395XlXnX8=69.8469.84c.钢筋小计：554.064+69.84=623.904623.904KL2:8根a.主筋：X8=813.12813.12G=3.3X8X3.85b.箍筋：l=[()+()]X2-0.10=0.96仁17.2n=(330.06)/0.2+G=0.395XlXnX8=54.6154.61c.钢筋小计：813.12+54.61=867.73KL3:8根867.73a.主筋：G=3.6X(4X2.47+1X2.0+2X3.85)8=563.904563.904b.箍筋：l=[()+()]X2-0.10=1.06n=(3.6-0.06)/0.2+1=18.7G=0.395XlXnX8=63.6463.64c.钢筋小计：563.904+63.64=627.546627.5464梁-钢筋量梁KL4:8根a.主筋：G=3.0X8(6X2.98+2X2.47+4X3.85)X8=917.28917.28b.箍筋：l=[()+()]X2-0.10=0.86XlXnXn=(3.0-0.06)/0.2+1=15.7G=0.3958=43.48243.482c.钢筋小计：917.28+43.482=960.762960.762KL5:8根a.主筋：G=2.1X(2X1.21+2X1.58+2X0.888)X8=123.581123.581箍筋：1=[()+()]X2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398XlXnX8=40.50钢筋小计：123.581+40.50=164.082KL6:32根主筋：G=4.8X(5X1.58+1X1.21)X32=1399.296b.箍筋：l=[()+()]X2-0.10=1.06n=(4.8-0.06)/0.2+仁24.7G=0.398XlXnX8=84.376Kgc.钢筋小计：1399.296+84.376=1483.672KL7:8根主筋：G=3.3X(2X0.888+3X1.58+2X2.0)X8=277.622箍筋：l=[()+()]X2-0.10=1.06n=(330.06)/0.2+仁17.2G=0.398XlXnX8=60.751钢筋小计：277.622+60.751=338.373KL8:10根主筋：G=2.4X(5X1.58+1X2.47)X10=248.88箍筋：l=[()+()]X2-0.10=0.76

40.50164.0821399.2963761483.672277.62260.751388.373248.88n=(2.4-0.06)/0.2+1=12.7G=0.398XlXnX10=39.32239.322c.钢筋小计：248.88+39.322=288.202KL9:6根288.20a.主筋：G=2.1X(2X0.888+2X2.0+2X2.47)X6=135.022b.箍筋：135.022l=[()+()]X2-0.10=1.08n=(2.1-0.06)/0.2+1=11.2G=0.398XlXXn6=30.948c.钢筋小计：135.022+30.948=165.97130.9484梁-钢筋量梁165.9714梁-钢筋量梁Kg5梁-混泥土量梁m32m6现浇楼板量楼板Kgm3

KL106根334.764主筋：G=5.1X(3X2.0+2X2.47)X6=334.764b.箍筋：l=[()+()]X2-0.10=1.1674.792n=(5.1-0.06)/0.2+仁26.2409.56G=0.398XlXnX6=74.792钢筋小计：334.764+74.792=409.56KL11:6根a.主筋：386.64G=4.5X(4X2.0+4X1.58)X6=386.64b.箍筋：l=[()+()]X2-0.10=0.86n=(4.5-0.06)/0.2+仁23.249.288G=0.398XlXnX6=49.288165.971c.钢筋小计：386.64+49.288=165.971Kg钢筋总计：19097.1919097.19V=0.4X0.25X3.3X10+0.45X0.25X5.1X12+0.3X0.25X4.8X16+0.35X0.25X4.8X16+0.45X0.25X10.2X6+0.4X0.25X13.2X3+0.3X0.25X2.4X5+0.3X0.25X3.3X2=105.975105.975楼板-模板：S=6.6X(2.1+3.0+2.1+1.5+1.5)X2+4.8X(3.0+2.1+1.5)X8+3.3X(3.0+2.1+1.5X3)X2+2.4X(3.0+2.1+1.5X3)X2+4.8X(3.0+2.1+1.5X3)+3.0X3.9+3.6X(3.9+2.4+1.5)=1477钢筋总计：G=9854.2楼板-混泥土：V=221.5514779854.2221.55第四章三层柱、梁、楼板工程量计算序号分部分项工程名工程部单位计算公式称位:18bXh=0.45XmZ-1S=18X0.45X()X4=102.06Z-2:6bXh=0.45X0.45S=6X0.45X()X4=34.02Z-3:8bXh=0.45X0.45X()X1柱-模板量柱S=8X0.454=45.36Z-4:4bXh=0.45X0.45X()XS=4X0.454=22.68Z-5:2bXh=0.45X0.45X()X4=12.6S=2X0.5Z-6:2bXh=0.4XS=2X0.4X()X4=10.08Z-7:2bXh=0.5XS=2X0.5X(3.6-0.45)X4=12.6柱-模板总计：604.32m2G=(52+39+55+21X18+(38+28+21+33X6+(49+57+151+93X8+2柱-钢筋量柱Kg(113+96+291+598X4+(79+67+13+11X2+(29+22+27+12X2+(89+47+26+49X2=36012V=0.45X0.45X()X36+0.5X0.53X()X4+0.4X0.4X()3柱-混泥土量柱mX2=98.772S=[(0.35X2+0.25)X(2.1+3)X6+3.3mX(0.25+0.3X2)X10+4.8X(0.25+0.35X2)X12+(2.1+1.5)X(0.25+0.45X2)4X5+4.8X(0.25+0.3X2)X4+(1.5+1.5)梁-模板量梁X(0.25+0.45X2)X2+3.3X(0.25+0.45X2)X2]X2+(2.4+4.8+2.4)X(0.25+0.6X2)+(2.4+4.8+2.4)X(0.25+0.35X2)+(1.5+2.1)X(0.25+0.35X2)X2=505.42KL1:8根a.主筋：

结果102.634.0245.3622.6812.610.0812.6604.323601298.77505.42G=(3+2.1)X(4X2.47+2X1.58+1X1.21)X8=581.0b.箍筋：l=[()+()]X2-0.10=0.86n=(5.1-0.06)/0.2+仁26.2G=0.398XlXnX8=74.0c.钢筋小计：581.0+74.0=655.0KL2:4根主筋：5梁-钢筋量梁G=(3+2.1)X(4X2+4X2.98+1X2.47)X4=458.2b.箍筋：l=[()+(0.45-0.06)]X2-0.10=1.06n=(5.1-0.06)/0.2+仁26.2G=0.398XlXn4=46.0X钢筋小计：458.2+46.0=504.2KL3:6根Kga.主筋：G=[3X(2X2.47+4X3.85+2X3.85+2X2.98)]X6=612.0箍筋：l=[()+()]X2-0.10=0.86n=(3-0.06)/0.2+1=15.7G=0.398XlXnX6=32.90钢筋小计：612.0+32.90=644.9KL4:2根主筋：G=3X(2X2+4X2.98+2X2.98+2X2.47)X2=146.1箍筋：l=[()+()]X2-0.10=0.86n=(3-0.06)/0.2+1=15.7G=0.398XlXnX2=11.00钢筋小计：146.1+11.00=157KL5:4根主筋：G=(2.1+1.5)X(2X2.47+1X3.85+2X2.47)X4=198.0箍筋：l=[()+()]X

581.074.0655.0458.246.0504.2642.032.90644.9146.111.0157198.02-0.10=1.06n=(3.6-0.06)/0.2+1=16G=0.398XlXnx4=27.70c.钢筋小计：198.0+27.70=225.7KL6:10根主筋：G=2.1X(2X2+2X2.98+1X2.47+2X2+2X2.98)X10=470.19箍筋：l=[()+()]X2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398XlXnX10=50.63钢筋小计：470.19+50.63=520.82KL7:6根a.主筋：G=(3.3+3.3)X(2X3.85+3X3.85+2X5梁-钢筋量梁Kg2.472+2X2)X6=1116.32b.箍筋：l=[(3.3+3.3)-0.06]X2-0.10=12.98n=(6.6-0.06)/0.2+1=4.27G=0.398XlXnX6=132.35钢筋小计：1116.32+132.35=1248.67KL8:8根主筋：G=4.8X(2X2.47+1X1.21+2X2.47+3X1.58)X8=607.87箍筋：l=[()+()]X2-0.10=0.86n=(4.8-0.06)/0.2+仁24.7G=0.398XlXnX8=68.46c.钢筋小计：607.87+68.46=676.33KL9:16根主筋：

24.70225.7470.1950.63520.821116.32132.351248.67607.8768.46676.33136.911352.65主筋：G=4.8X(2X1.58+1X1.21+2X1.58)X8=289.15箍筋：1=[()+(030.06)]X2-0.10=0.76n=(4.8-0.06)/0.2+仁24.7G=0.398XlXnX8=60.50c.钢筋小计：289.15+60.50=349.65KL11:4根主筋：G=3.3X(2X1.58+3X1.58)X4=104.28箍筋：l=[()+()]X2-0.10=1.06n=(330.06)/0.2+仁17.2G=0.398XlXnX4=30.38钢筋小计：104.28+30.38=134.66KL12:4根主筋：G=2.1X(2X0.888+2X1.21)X4=35.255梁-钢筋量梁Kgb.箍筋：l=[()+()]X2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398XlXnX4=20.25钢筋小计：35.25+20.25=55.5KL13:1根主筋：G=(2.4X2+4.8)X(2X2+1X1.21+2X2+3X1.58)X1=133.92箍筋：l=[()+()]X2-0.10=0.86n=(2.4X2+4.8-0.06)/0.2+1=48.7G=0.398XlXnX1=16.77钢筋小计：133.92+16.77=150.69KL14:1根主筋：G=(2.4X2+4.8)X(2X2.98+2X2+2X2.98X2+1X2.47)X仁233.76箍筋：l=[()+()]X2-0.10=1.36

289.1560.50349.6530.38134.6635.2520.2555.516.77150.69233.76Kg5梁-钢筋量梁6梁-混泥土量梁3m2m7现浇混泥土板量楼板Kg2m

n=[(2.4X2+4.8)-0.06)]/0.2+1=48.7G=0.398XlX26.52nX仁26.52260.28c.钢筋小计：233.76+26.52=260.28KL15:2根a.主筋：G=1.5X(3X1.21+2X1.21+3X1.58)X2=32.37b.箍筋：32.37l=[()+(0.35-0.06)]X2-0.10=0.86n=[1.5-0.06)]/0.2+1=8.2G=0.398XlXnX2=6.16c.钢筋小计：32.37+6.16=38.53钢筋总计：17026.546.1638.5317026.5V=(0