工程造价专业一套图纸(工程量计算表)

1、序号项目名称单位计算过程基础土石方工程1建筑面积m2S=32.25*(7.8+3+0.225*2)*2+26.27/2=743.992平整场地m2S=32.25*(7.8+3+0.225*2)+26.27/2=381.173基础线mL中=(32.25-0.25+7.8+3+0.225*2-0.25)*2=86L外=L中+1=87L200=(10.8-0.025*2)*2=21.25L120=3.6-0.025-0.1=3.4754基础土方MA3基础底面积S=15.5*(36.8-14.5)+17.6*14.5=600.85tfH=3.5-1.2=2.3M基础土方V=600.85*2.3=138

2、1.96”人35基础3:7灰土填料压实MA3600.85*1=600.856基础土方回填MA3混凝土垫层：V=(2.4+0.2)A2*0.1*4+(3+0.2)人2*0.1*8+(1.85*2+0.2)*3.2*0.1*2+(3+0.2)*(2.4+0.2)*0.1*25+3.7*5.55*0.1*2=19.16”人3散水3:7灰土垫层：V=【(32.25+1+10.8+0.225*2+1)*2-9-3.9*2-1.05*2-1.5-0.225】*1*0.15=10.52MA3暖沟垫层：V=(31.8-0.145*2)+(7.8-0.1)*2+(10.8-0.145*2-1.49)=55.93

3、”人3基础：J-1=4*(2.4人2*0.3+1.4人2*0.3)=9.26”人3J-2=8*(3A2*0.3+1.7A2*0.3)=28.54”人3J-3=【1.85*2*1.5*2*0.3+(0.825*2+4.5)*(0.625*2+4.5)*0.3】*2=8.8MA3J-4=(2.4*3*0.3+1.4*1.7*0.3)*2=5.75”人3J-5=(3.5*0.25+0.15*1.55*0.5*2+0.35*0.4)+【(0.8+0.6)*4/2*0.25】*2*4=5.87”人3地下基梁：D轴：(31.8-5*0.55)*0.6*0.37=6.459.26B轴：(31.8-2*0.5

4、5-2*0.6)*0.6*0.37=6.421278轴：(10.8-2*0.55)*0.6*0.37*4=8.5145轴：(13.2+1.2-1.5*0.55-2*0.6)*0.6*0.37*2=5.49V=26.98MA3地下柱：V=0.6*0.55A2*16+0.6*0.3A2*3.14*4=3.58”人3V基础回填=挖十方一V地下埋件=650.78MA37房心回填MA3H1=1.2-0.265=0.935mV1=(3.65-0.025-0.1)*(1.5-0.025)*0.935=4.79”人3H2=1.2-0.26=0.94M暖沟h=0.94-0.05=0.935m序号项目名称单位计算

5、过程V=【(32.25-0.25*2)*(10.8-0.025*2)-(10.8-0.025*2)*0.2*2-3.475*1.475】*0.94-8.33-69.56=234.72MA3砌筑工程8砖基础M3V=(31.8-)3).)5)()9女儿墙M3V=【(32.25-0.24)+(10.8+0.45-0.24)】*2*0.24*(0.9-0.06)-1.65(构造柱)=15.71025mm加气混凝土外墙M3V1=(3.6-0.45)*0.25*(8.7+0.06-0.45*2)+(7.8-0.45)*0.25*(8.7+0.060.75*2)*2+(9-0.45)*0.25*(8.7+0

6、.06-2*0.75)=54.58V2=(3.6-0.45)*0.25*(8.7+0.06-2*0.4)*2+(7.8-0.475)*0.25*(8.7+0.06-2*0.75)*2+(9-0.5)*0.25*(8.7-4.76-0.75)=45.91V3=【(7.8-0.45)*0.25*(8.7+0.06-0.65)*2+(3-0.45)*0.25*(8.7+0.06-0.4*2)】*2=37.56V=V1+V2+V3-(23.22+39.24)*0.25-(2.64+2.61)=117.391120mm内墙M3一层；V1=【(7.8-0.45)*2*(4.76+0.06-0.65)+(3

7、-0.45)*0.2*(4.76+0.06-0.4)】*2=16.77二层；V2=(3.9*2+9+3.9*2-3*0.45)*0.2*(8.7-4.76-0.75)+(7.8-0.45)*0.2*(8.7-4.760.65)*2+【(7.8-0.1-0.025)*0.2*(8.7-4.76-0.65)】*2+(3-0.45)*0.2*(8.7-4.76-0.4)=30.67V=V1+V2-(6.3+14.7)*0.2-0.66-0.92=41.661212mm隔墙M3V=(3.6-0.1-0.025)*0.12*(8.7+0.06-2*0.4)-3*0.12-0.04=2.9213砖地沟长M

8、L=(31.8-0.3-0.5-0.3)+(7.8+0.5)*2+(10.8-0.3-0.5-0.3)=5714零星工程M3V=【(2.1+0.9)*0.37*(0.5+1.12)】*2=3.6混凝土工程序号项目名称单位计算表达式15独立基础m3V=V柱-1+V柱-2+V柱-3+V柱-4+V柱-5=65.9216框架柱（Z1）m3V框架柱=柱断面积*柱高*根数Vz-1=室外地坪以下+室外地坪以上=0.55*0.55*0.6*16+0.45*0.45*(1.2+8.7)*16=34.9817踢柱m3Vtz=踢柱断面积*柱高*根数-0.06m以下Vtz-l=0.24*0.24*1.09=0.006

9、Vtz-2=0.2*0.2*1.09*2=0.09-0.06m以上Vtz-1=0.24*0.24*(4.76-0.65+0.06)=0.24Vtz-2=0.2*0.2*(4.76-0.65+0.06)*2=0.3318构造柱m3Vgz=构造柱断面积*构造柱高*根数-0.06一下A-A(0.24+0.06)*0.37*(0.99-0.18)*3=0.27B-B(0.24+0.06)*0.37*(1.09-0.18)*2+(0.2+0.06)*0.37*(1.09-0.18)=0.3-0.06以上GZ1(0.24+0.6)*0.24*(8.7+0.6-0.75*2)*3+(0.24+0.06)*0

10、.24*(8.7+0.06-0.65*2)=2.64GZ2外墙(0.24+0.06)*0.2*(8.7-4.76-0.75)*2=0.3内墙(0.2+0.06)*0.2*(8.7-4.76-0.65)*3=0.51GZ3内墙(0.2+0.06)*0.2*(8.7+0.06-0.65*2)=0.39女儿墙0.24*0.24*(0.9-0.06)*34=1.65V构造柱=0.27+0.3+2.64+0.3+0.51+0.39+1.65=6.0619基础梁m3如土石方工程中所计算V=31.4620矩形梁m3V矩形梁-梁长*两端面积*根数(1)轴线(3-0.45)*0.3*(0.4-0.12)+7.8

11、-1.5-0.225-0.125)*0.3*0.65+(1.5+0.125-0.225)*0.3*(0.6-0.08)=1.612、7、8轴线处(3-0.45)*0.3*(0.4-0.12)+(7.8-0.45)*0.3*(0.65-0.12)*3=4.151L1工程量=(7.8-0.15-0.075)*0.25*(0.65*0.12)*2=2.0同理可得其他矩形梁的工程量V矩形梁=58.0821圈梁m3V圈梁-梁长*梁断面积=(31.8-0.45*5)+(31.8-0.45*30.5*2)+(10.8-0.45*2)*4*0.37*0.18=6.5722弧形梁m3中心线长=10.09*112

12、.73423平板m3V平板=板长*板宽*板厚-框架柱所占体积一层平板工程量32.25*11.25*0.12-(0.45*0.45*0.12+3.14*0.25*0.25*2*0.12)-(7.81.5-0.150.125)*0.12=40.66二次平板不扣楼梯间V总=84.1324栏板m3弧形栏板中心线长(10.09+0.125-0.06)*112.7O弧形栏板工程量长高厚25雨棚板m3V雨篷板=板长*板宽*板厚(3.6+0.225+0.125)*(1.725-0.225)*0.08=0.4726雨篷板m3V弧形雨棚板=弧形面积*板厚112.73/360*3.14*(10.09+0.125+0

13、.)-50.730.08=4.4727楼梯m2工程量=(3.6-0.025-0.1)*(10.8-0.025-1.56)=32.0228女儿墙压顶m(32.25+0.06+11.25+0.06*2-0.3*2)*22=86.2829栏板处压顶m(10.09+0.125+0.2-0.16)*113.14*3.14/180=20.8430台阶m23.31*2.4+(9+3.9*2)*(2.1+1.2+2.40.225)-(9+7.8-8*0.3*2)*(2.4+1.20.3-0.225)=63.0231散水m2(32.25+1+11.25+1)*2-(9+2*3.9+3.31+0.37*2)*1=70.1532预制沟盖板m3(31.8-0.145*2)+(7.8-0.12)*2+(10.8-0.295-1-0.12-0.145)/0.195=114块V=114*1.24*0.495*0.08=5.6033预制过梁m3C1：(2.1+0.37*2)*018*025*4=0.51C2：(1.5+0.24*2)*0.12*0.25*4=0.24C3:(1.2+0.2