建筑工程毕业设计工程量计算

1、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 工程名称程位 工部单位计算公式结果1场地平整m 2S=（58+4） X （26+4）=186018602桩基人工挖土m3单桩：7.0X1/4X3.14X0.82 =3.517共计：1.3X578X3.517=2032.712032.713桩工程基础 量m3KgKgm3KgJ1：共140根1）混凝土工程量：V=3.14DHN/4=0.7854X0.8X0.8X7.0X140=492.602）钢筋：a.主筋：G=12.8X12X0.888X140X1.02=1113.00箍筋：G=8.076X12.8X140X1.02=843.52钢筋小计

2、：1113.00+843.52=1956.52J2：共145根1）混凝土工程量：V=3.14D2HN/4=0.7854X0.9X0.9X7.0X 145=550.702）钢筋：主筋：G=12.8X12X0.888X145X 1.02=556.50箍筋：G=8.076X12.8X145X 1.02=421.76钢筋小计： 556.50+421.76=978.26 J3：共145根1）混凝土工程量：V=3.14D2HN/4=0.7854X492.61113.00843.521956.52550.7556.5421.76978.26m3Kgm3Kgm3Kg0.8X0.8X7.0X 145=550.7

3、02)钢筋：主筋：G=12.8X12.13X0.888X145 X1.02=3014.37箍筋：G=8.076X12.8X145X1.02=2108.81钢筋小计：3014.37+2108.81=5123.18J4：共148根混凝土工程量：V=3.14D2HN/4=0.7854X0.8X0.8X12.8. X 148=580.70钢筋：主筋：G=12.8X13X0.888X148 X1.02=2411.50箍筋：G=8.076X12.8X148X1.02=1087.04钢筋小计：2411.50+1087.04=3498.54桩基工程量总计：桩-混凝土： V=2032.71桩-钢筋：G=6933

4、9550.703014.372108.815123.18580.702411.501087.043498.542032.7169339第二章 地梁、钢筋、混泥土工程量计算序号分部分项工程名称程位 工部单位计算公式结果1地梁工程量地梁模板m3模板：S= (2.1+3.0)X0.35X2X8+6.6X 0.35 X 2 X 4+4.8 X 2 X 16 X 0.35+ (3.0+2.1+1.5)X0.4X2X6+ (3.0+2.1) X0.35X2X6+ (3.3+2.4)X0.3X2X6+4.5X0.4X2X6+3.9X0.35 X 2 X 5+3.6 X 0.5 X 2 X 2+3.0X0.5

5、X2X2 =668.61668.61DL1DL1: 8 根a.主筋：G=(3.0+2.1)X1.21X6X5.1X1.58X4 X8=554.06554.062钢筋工程量b.箍筋：Kgl= ( 0.3-0.06 ) + ( 0.35-0.06 ) X2-0.1=0.96n= (5.1-0.060) /0.20+1=25.2G=0.395XlXnX8=72.8172.81c.钢筋小计：554.06+72.81=626.87626.87DL2DL2: 4 根a.主筋：G=6.6X2.98X 4+6.6X2.47X 2+6.6X2.0X2+6.6X1.58X2X4=634.13634.13b.箍筋：

6、l= ( 0.3-0.06 ) + ( 0.35-0.06 ) : X2-0.1=0.96n= (6.6-0.060) /0.20+1=3147.02G=0.395XlXnX4=47.02681.15DL3c.钢筋小计：634.13+47.02=681.15DL3: 6 根a.主筋：G=(3.0+2.1+1.5)X4X2.47+(3.0+2.1+1.5)X4X2.0+(3.0+2.1+1.5X2X1.58)X6 =833.18883.18b.箍筋：l= ( 0.3-0.06 ) + ( 0.4-0.06 ) X2钢筋工程量DL4DL5DL6DL7Kg2-0.10=1.06n=(3.0+2.1+

7、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=(4.8X4X 1.21+4.8X2X2.0+4.8X4X1.58)X16 =1164.29箍筋：l= ( 0.3-0.06 ) + ( 0.35-0.06 ) X2-0.10=0.96n=(4.8-0.60)/0.20+1=18G=0.395XlXnX16=109.21钢筋小计：1164.29+109.21=1273.50DL5:6 根主筋：G=(3.0+2.1) X (2 X 2.0+2 X 1.21+2 X1.58+4X1.58) X

8、6 =486.54箍筋：l= ( 0.3-0.06 ) + ( 0.45-0.06 ) 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 根主筋：G=1.5X3X (3X2.0+5X 1.58) X6=375.3箍筋：l= ( 0.3-0.06 ) + ( 0.45-0.06 ) : X77.88 911.061164.29109.211273.50486.5465.98552.52375.32钢筋工程量DL8DL9DL10Kg2-0.10=1.16n=(1.5 X

9、3-0.60)/0.20+1=20.5G=0.395XlXnX6=54.75c.钢筋小计：375.3+54.75=430.05DL7:6 根主筋：G=3.3X (8X1.21+4X1.58) X6 =316.8箍筋：l= ( 0.3-0.06 ) + ( 0.3-0.06 ) X2-0.10=0.86n=(3.3-0.60)/0.15+1=19G=0.395XlXnX6=38.73钢筋小计：316.8+38.73=355.53DL8: 6 根主筋：G=2.4X (8X1.21+4X1.58) X6 =230.4箍筋：l= ( 0.3-0.06 ) + ( 0.3-0.06 ) X2-0.10=

10、0.86n=(2.4-0.60)/0.10+1=19G=0.395XlXnX16=38.73钢筋小计：230.4+38.73=269.13DL9: 5 根主筋：G=3.9X (6X1.21+4X1.58) X5=264.81箍筋：l= ( 0.3-0.06 ) + ( 0.35-0.06 ) : X2-0.10=0.96n=(3.9-0.60)/0.20+1=17.554.75 430.05316.838.73355.53230.438.73269.13264.81G=0.395XlXnX5=34.13c.钢筋小计：264.81+34.13=298.94DL10: 2 根主筋：G=(3.0+3

11、.6) X (6 X 2.98+2 X 3.85) X2=337.66箍筋：l= ( 0.3-0.06 ) + ( 0.5-0.06 ) X2-0.10=1.26n=(3.0+3.6)-0.60/0.15+1=41G=0.395XlXnX2=40.81钢筋小计：337.66+40.81=378.47钢筋工程量总计：17209.23334.13298.94337.6640.81378.4717209.2333混凝土工程 量m3V= (2.1+3.0)X0.35X0.30X8+6.6X0.35 X0.30X4+4.8X0.35X0.3X16+(3.0+2.1+1.5) X0.4X0.3X6+(3.

12、0+2.1)X0.35X0.3X6+ (3.3+2.4)X0.3X0.3X6+ (1.5+1.5+1.5)X0.4X0.3X 6+3.9X0.35X0.3X5+ 3.6X0.5X0.3X2+3.0X0.5X0.3X2 =106.2106.2第三章底层、二层柱、梁、楼板工程量计算序号分部分项 工程名称程位 工部单位计算公式结果11柱-模扳量柱-模扳量柱柱m2m2Z-1： 18 根bXh=0.45X0.45h=4.35-0.45S=18X0.45X(4.35-0.45)X 4=126.36Z-2： 6 根bXh=0.45X0.45h=4.35-0.45 S=6X0.45X(4.35-0.45)X4

13、=42.12 Z-3： 8 根bXh=0.45X0.45h=4.35-0.45 S=8X0.45X(4.35-0.45)X4=56.16 Z-4： 4 根bXh=0.45X0.45h=4.35-0.45 S=4X0.45X(4.35-0.45)X4=28.08 Z-5： 2 根bXh=0.5X0.5h=4.35-0.45 S=2X0.5X(4.35-0.45)X4=15.6 Z-6： 2 根bXh=0.4X0.4h=4.35-0.45 S=2X0.4X(4.35-0.45)X4=12.48 Z-7： 2 根bXh=0.4X0.4h=4.35-0.45 S=2X0.4X(4.35-0.45)X4

14、=12.48 Z-8： 2 根bXh=0.5X0.5h=4.35-0.45 S=2X0.5X(4.35-0.45)X4=15.6 底层柱模板工程量总计：606.72126.3642.1256.1628.0815.612.4812.4815.6606.722柱-钢筋、柱- 混凝土量柱Kg m3柱-钢筋：G= (52+42+25+19)X 18+ (52+39+85+66)X6+ (24+18+151+93)X8+(113+96+291+598)X4+ (87+112+79+67)X2+ (107+143+89+47)X2=36541柱-混凝土：V=0.45X0.45X(4.35-0.45)X36

15、+0.5X0.5X(4.35-0.45)X4+0.4X0.4X(4.35-0.45)X4= 107.436541107.4m 2S= (0.4X2+0.25)X3.3X10+ (0.45X 2+0.25)X5.1X 12+ (0.3X2+0.25)X4.8 X16+ (0.35X2+0.25)X4.8X16+ (0.453梁-模板量梁X2+0.25)X 10.2X6+ (0.4X2+0.25)X 13.2X3+ (0.3X2+0.25)X2.4X5+ (0.3 X2+0.25)X3.3X2=517.42517.4244梁-钢筋量梁-钢筋量梁梁KgKgKL1: 8 根主筋：G=5.1X (4X2

16、.0+2X1.58+2X1.21) X 8=554.064箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.85 n=(5.1-0.06)/0.2+1=25.2 G=0.395XlXnX8=69.84钢筋小计：554.064+69.84=623.904KL2: 8 根主筋：G=3.3X8X3.85X8=813.12箍筋：l= (0.25-0.06) + (0.40-0.06) : X 2-0.10=0.96 n=(3.3-0.06)/0.2+1=17.2 G=0.395XlXnX8=54.61钢筋小计：813.12+54.61=867.73KL3: 8

17、根主筋：G=3.6X (4X2.47+1X2.0+2X 3.85)8=563.904箍筋：l= (0.25-0.06) + (0.45-0.06) : X 2-0.10=1.06 n=(3.6-0.06)/0.2+1=18.7G=0.395XlXnX8=63.64钢筋小计：563.904+63.64=627.546 KL4: 8 根主筋：G=3.0X8(6X2.98+2X2.47+4X3.85) X 8=917.28箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.86 n=(3.0-0.06)/0.2+1=15.7 G=0.395XlXnX8=43.4

18、82钢筋小计：917.28+43.482=960.762 KL5: 8 根554.06469.84623.904813.1254.61867.73563.90463.64627.546917.2843.482960.7624梁-钢筋量梁Kg主筋：G=2.1X(2X 1.21+2X 1.58+2 X 0.888) X 8=123.581箍筋：l= (0.25-0.06) + (0.45-0.06) : X 2-0.10=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=4.8

19、X (5X 1.58+1 X 1.21) X 32=1399.296箍筋：l= (0.25-0.06) + (0.45-0.06) : X 2-0.10=1.06n=(4.8-0.06)/0.2+1=24.7G=0.398XlXnX8=84.376钢筋小计：1399.296+84.376=1483.672KL7: 8 根主筋：G=3.3X (2X0.888+3 X 1.58+2 X2.0)X 8=277.622箍筋：l= (0.25-0.06) + (0.45-0.06) : X 2-0.10=1.06n=(3.3-0.06)/0.2+1=17.2G=0.398XlXnX8=60.751钢筋小

20、计：277.622+60.751=338.373KL8: 10 根主筋：G=2.4X(5X1.58+1X2.47)X 10=248.88箍筋：l= (0.25-0.06) + (0.30-0.06) : X 2-0.10=0.76n=(2.4-0.06)/0.2+1=12.7G=0.398XlXnX 10=39.322钢筋小计：248.88+39.322=288.202KL9: 6 根主筋：G=2.1X(2X0.888+2 X 2.0+2 X 2.47) X 6=135.022箍筋：l= (0.25-0.06) + (0.40-0.06) : X 2-0.10=1.08123.58140.50

21、 164.0821399.2963761483.672277.62260.751388.373248.8839.322288.20135.02245梁-钢筋量梁-混泥土量梁梁Kgm3n=(2.1-0.06)/0.2+1=11.2G=0.398XlXnX6=30.948c.钢筋小计：135.022+30.948=165.971KL10： 6 根主筋：G=5.1X(3X2.0+2 X 2.47) X 6=334.764箍筋：l= (0.25-0.06) + (0.50-0.06) : X 2-0.10=1.16n=(5.1-0.06)/0.2+1=26.2G=0.398XlXnX6=74.792钢

22、筋小计：334.764+74.792=409.56KL11： 6 根主筋：G=4.5 X (4X2.0+4X1.58) X6=386.64箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.86n=(4.5-0.06)/0.2+1=23.2G=0.398XlXnX6=49.288钢筋小计：386.64+49.288=165.971 Kg 钢筋总计：19097.19V=0.4X0.25X3.3X 10+0.45 X0.25X5.1X 12+0.3X0.25X4.8X 16+0.35 X0.25X 4.8X 16+0.45X0.25X10.2X 6+0.4X0

23、.25X13.2X3+0.3X0.25X2.4X5 +0.3X0.25X3.3X2 = 105.97530.948165.971334.76474.792409.56386.6449.288165.97119097.19105.9756现浇楼板量楼板m 2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+1.5 X3) X2+2.4X (3.0+2.1+1.5X3) X2+4.8 X(3.0+2.1+1.5X3)Kg m3+3.0X3.9+3.6X(3.9+2.4+1.5)= 1477钢筋总计：G=9

24、854.2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 工程名称程位 工部单位计算公式结果1柱-模板量柱m2Z-1： 18bXh=0.45X0.45h=3.6-0.45S=18X0.45X(3.6-0.45)X4=102.06Z-2： 6bXh=0.45X0.45h=3.6-0.45S=6X0.45X(3.6-0.45)X4=34.02Z-3： 8bXh=0.45X0.45h=3.6-0.45S=8X0.45X(3.6-0.45)X4=45.36Z-4： 4bXh=0.45X0.45h=3.6-0.45S=4X0.45X(3.6

25、-0.45)X4=22.68Z-5： 2bXh=0.45X0.45h=3.6-0.45S=2X0.5X(3.6-0.45)X4=12.6Z-6： 2bXh=0.4X0.4 h=3.6-0.45S=2X0.4X(3.6-0.45)X4=10.08Z-7： 2bXh=0.5X0.5 h=3.6-0.45S=2X0.5X(3.6-0.45)X4=12.6柱-模板总计：604.32 m2102.634.0245.3622.6812.610.0812.6604.322柱-钢筋量柱KgG= (52+39+55+21)X 18+ (38+28+21+33)X6+ (49+57+151+93)X8+ (113

26、+96+291+598)X4+ (79+67+13+11)X2+ (29+22+27+12)X2+ (89+47+26+49)X2=36012360123柱-混泥土量柱m3V=0.45X0.45X (3.6-0.45) X36+0.5X0.5 X (3.6-0.45) X4+0.4X0.4X (3.6-0.45) X2 =98.7798.774梁-模板量梁m2S= (0.35X2+0.25)X(2.1+3)X6+3.3 X(0.25+0.3X2)X10+4.8X(0.25+0.35 X2)X12+ (2.1+1.5)X(0.25+0.45X2) X5+4.8X(0.25+0.3X2)X4+(1

27、.5+1.5) X(0.25+0.45X2)X2+3.3X(0.25+0.45 X2) X2X2+(2.4+4.8+2.4) X (0.25+0.6 X2) + (2.4+4.8+2.4)X(0.25+0.35X2) + (1.5+2.1)X(0.25+0.35X2)X2 =505.42505.425梁-钢筋量梁KgKL1： 8 根主筋：G= (3+2.1) X (4X2.47+2X 1.58+1X 1.21) X8=581.0箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.86n=(5.1-0.06)/0.2+1=26.2G=0.398XlXnX8=

28、74.0钢筋小计：581.0+74.0=655.0KL2: 4 根主筋：G= (3+2.1)X(4X2+4X2.98+1X2.47)X4=458.2箍筋：l= (0.25-0.06) + (0.45-0.06) : X 2-0.10=1.06n=(5.1-0.06)/0.2+1=26.2G=0.398XlXnX4=46.0钢筋小计：458.2+46.0=504.2KL3: 6 根主筋：G=3X(2X 2.47+4 X 3.85+2 X 3.85+2 X2.98)X6=612.0箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.86n=(3-0.06)/0

29、.2+1=15.7G=0.398XlXnX6=32.90钢筋小计：612.0+32.90=644.9KL4： 2 根主筋：G=3 X (2X2+4X2.98+2 X 2.98+2 X 2.47) X 2=146.1箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=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a.主筋：G= (2.1+1.5)X(2X2.47+1X3.85+2X 2.47)X4=198.0581.074.0655.0458.246.0504.26

30、42.032.90644.9146.111.0 157198.05梁-钢筋量梁Kg箍筋：l= (0.25-0.06) + (0.45-0.06) X 2-0.10=1.06n=(3.6-0.06)/0.2+1=16G=0.398XlXnX4=27.70钢筋小计：198.0+27.70=225.7KL6： 10 根主筋：G=2.1X(2X2+2X 2.98+1 X 2.47+2 X 2+2 X 2.98)X10=470.19箍筋：l= (0.25-0.06) + (0.45-0.06) : X 2-0.10=1.06n=(2.1-0.06)/0.2+1=11.2G=0.398XlXnX10=50

31、.63钢筋小计：470.19+50.63=520.82KL7： 6 根主筋：G= (3.3+3.3)X(2X3.85+3X3.85+2X 2.472+2X2)X6=1116.32箍筋：l= (3.3+3.3) -0.06X2-0.10=12.98 n=(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+3XX8=607.87箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.86n=(4.8-0.

32、06)/0.2+1=24.7G=0.398XlXnX8=68.46钢筋小计：607.87+68.46=676.33KL9： 16 根主筋：G=4.8X(2X2.47+1X1.21+2X2.47+3XX 16=1215.74v箍筋：l= (0.25-0.06) + (0.35-0.06) : X 2-0.10=0.86n=(4.8-0.06)/0.2+1=24.7 G=0.398XlXnX16=136.9124.70225.7470.1950.63520.821116.32132.351248.67607.8768.46676.33136.915梁-钢筋量梁Kgc.钢筋小计：1215.74+13

33、6.91=1352.65KL10： 8 根主筋：G=4.8X(2X 1.58+1X 1.21+2X 1.58)X 8=289.15箍筋：l= (0.25-0.06) + (0.3-0.06) X 2-0.10=0.76n=(4.8-0.06)/0.2+1=24.7G=0.398XlXnX8=60.50钢筋小计：289.15+60.50=349.65KL11： 4 根主筋：G=3.3X(2X 1.58+3X 1.58)X4=104.28箍筋：l= (0.25-0.06) + (0.45-0.06) X 2-0.10=1.06n=(3.3-0.06)/0.2+1=17.2G=0.398XlXnX4

34、=30.38钢筋小计：104.28+30.38=134.66KL12： 4 根主筋：G=2.1X(2X0.888+2X 1.21)X4=35.25箍筋：l= (0.25-0.06) + (0.45-0.06) X 2-0.10=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+3X 1.58)X 1=133.92箍筋：l= (0.25-0.06) + (0.35-0.06) X 2-0.10=0.86n=(2.4 X 2+4.8

35、-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=(2.4 X 2+4.8)X(2X2.98+2 X2+2X2.98 X2+1X2.47)X 1=233.76箍筋：1352.65289.1560.50349.6530.38134.6635.2520.2555.516.77150.69233.765梁-钢筋量梁Kgl= (0.25-0.06) + (0.6-0.06) X 2-0.10=1.36n=(2.4X 2+4.8)-0.06)/0.2+1=48.7 G=0.398XlXnX1=26.52c.钢筋小计：233.76+26.52=260.28 KL15： 2 根主筋：G=1.5X(3X1.21+2X1.21+3X1.58)X 2=32.37箍筋：l= (0.25-0.06) + (0.35-0.06) X 2-0.10=0.86 n=1.5-0.06)/0.2+1=8.2