一套完整的别墅工程量计算书

1、工程量计算书,定额编号,项目名称,计算公式,单位,数量,备注,基数,L外：,一层,2*(10.8+0.1*2)+(12+0.1*2),m,46.4,二层,L=12+(11.4+0.24）*2=47.28,m,47.28,三层,L=12+(11.4+0.24）*2=47.28,m,47.28,L中：,一层,L=L外-墙厚*4=56-0.96=55.04,m,55.04,二层,L=L外-墙厚*4=47.28-0.96=46.32,m,46.32,三层,L=L外-墙厚*4=47.28-0.96=46.32,m,46.32,L内,一层,L=（3.3-0.24)+(6-0.24)*3+(4.5-0.3)

2、+(11.76-0.24)=36.06,m,36.06,二层,L=(6-0.24)*3+(4.5-0.3)+(11.76-0.24)=33,m,33,三层,L=(6-0.24)*3+(4.5-0.3)+(11.76-0.24)=33,m,33,S建,一层,S=(10.8+0.1*2)*(12+0.1*2)+1.7*(3.9+0.2*2)=141.51, ,141.51,二层,S=12*10.74+(3.3+0.24)*(11.4-10.5)=132.07, ,132.07,三层,S=12*10.74+(3.3+0.24)*(11.4-10.5)=132.07, ,132.07,S房,一层,S房

3、=(3.6-0.1)*(3.6-0.1)+(2.4)*(3.6)+(3.9-0.2)*(6-0.2)+(3.3-0.2)*(1.5-0.2)+(3.4)*(4.5-0.2)+(3.6-0.2)*(6-0.9)+(6.8)*(5.1)+(3.9)*(1.7+0.6)=121.99, ,121.99,二层,S=S建-(L中+L内)*墙厚-楼梯=132.07-(46.32+33)*0.24-(0.2+3+1.19-0.12)*(2.58-0.24)/2*2=113.03-9.99=103.04, ,103.04,注:别忘记了扣楼梯,三层,S=S建-(L中+L内)*墙厚-楼梯=132.07-(46.3

4、2+33)*0.24-(0.2+3+1.19-0.12)*(2.58-0.24)/2*2=113.03-9.99=103.04, ,103.04,注:别忘记了扣楼梯,散水:,L=L外+散水宽*4=56+0.8*4=59.2,m,59.2,挑檐:,L=L外+挑檐宽*4=,挑檐中的翻檐:,L=L外+L翻*8,女儿墙,L=L中,土石方工程:,1-4-1,场地平整, ,250.31,S=S底+2*L外+16=(10.8+0.1*2)*(12+0.1*2)+1.7*(3.9+0.2*2)+2*2*(10.8+0.1*2)+(12+0.1*2)+16=,1-4-3,竣工清理,V=S底*檐高=,m,1540

5、.72,注:这里的檐高是指从室内地坪到檐高,有女儿墙的,也算到檐高,而不是到女儿墙顶,门斗:V=1.7*(3.9+0.2*2)*6.925=50.62,别墅:V=(10.8+0.1*2)*(12+0.1*2)+1.7*(3.9+0.2*2)*10.53=1490.10,1-2-10,人工挖沟槽,m,101.21,V=(B+2c1)*hL=1.5+0.2+2*0.1*0.7*76.1=101.21,L=L中+L净=10.8+(12+1.7)*2+(3.6-1.5)*2+(3.9-1.5)+(4-1.5)+(2.4-1.5)+(4.8+1.2)-1.5*2+(5.1-1.5)+(6-1.5)=59

6、+17.1=76.1,注:标红的为2-2长度,1-4-4,基底钎探,眼,76,注:当沟槽宽度1米以内1眼,2米以内3眼,3米以内7眼,工程量=每米个数*长度=1*76,1-4-17,钎探灌砂,同上,眼,76,1-4-12,回填,101.21-43.97=57.24,m,57.24,总挖土方,101.21,m,地下基础,垫层所占体积,1.7*0.08*76.1+1.5*0.2*76.1+0.5*0.25*59+0.4*0.5*17.1=43.97,m,1-4-10,房心回填,m,V=S房*厚度=,厚度如何确定,1-3-57,余土外运 自卸车运输 1km以内,m,101.21-(57.24+房心回

7、填)*1.15=,1-2-56,人工装车,m,体积同上,地基处理与防护工程:,2-1-13,条形基础垫层:,m,12.94,V=L*宽*厚度=76.1*1.7*0.1=12.94,L=L中+L净=10.8+(12+1.7)*2+(3.6-1.5)*2+(3.9-1.5)+(4-1.5)+(2.4-1.5)+(4.8+1.2)-1.5*2+(5.1-1.5)+(6-1.5)=59+17.1=76.1,2-1-13,房心垫层:,V=S房*0.1=12.20,m,12.2,S房=(3.6-0.1)*(3.6-0.1)+(2.4)*(3.6)+(3.9-0.2)*(6-0.2)+(3.3-0.2)*(

8、1.5-0.2)+(3.4)*(4.5-0.2)+(3.6-0.2)*(6-0.9)+(6.8)*(5.1)+(3.9)*(1.7+0.6)=121.99,砼工程:,4-2-5,砼条形基础:,m,22.83,V=1.5*0.2*76.1=22.83,4-2-17(换),砼独立柱:,m,1.98,V=0.3*0.3*高*5根=1.98,高=3.3+1.8-0.7=4.4,4-2-20(换),GZ构造柱:,m,11.7,一层:,V=0.33*0.24*9+0.3*0.24*1+0.36*0.24*1*(3.3+0.76)=3.54,二层:,V=0.3*0.24*5+0.33*0.24*8+0.36

9、*0.24*1*3.3=3.56,三层:,V=0.3*0.24*5+0.33*0.24*8+0.36*0.24*1*3.3=3.56,女儿墙:,V=0.3*0.24*6+0.3*0.24*12*0.8=1.04,小计:,11.7,砼梁:,4-2-23(换）,JCL:,m,1.27,V=(11.76-0.3*3-0.18*2)*0.35*0.25=0.92,JCTL:,V=(2.58+0.24)*0.5*0.25=0.35,小计:,1.27,4-2-26(换),圈梁,m,18.62,DQL:,V=0.24*0.24*L=4.21,m,4.21,L=L中+L内-GZ长度=(15.76-0.18)*

10、2+11.76-0.24*9+(6-0.24)*3+(4.5-0.3)+(12-0.24*5)=73.04,一层QL:,V=0.24*(0.4-0.13)*L=4.17,m,4.17,L=L中+L内-GZ长度=64.44,二层QL:,V=0.24*(0.4-0.12)*L=5.12,m,5.12,L=(11.4+11.76)*2-10*0.24+(6-0.24)*3+(4.5-0.3)+(11.76-0.24*4)=76.2,三层QL:,同上,m,5.12,4-2-24(换),L1,m,1.87,L1(一层),V=0.24*(0.4-0.12)*(4.5-0.18+0.12)*2*3=0.6,

11、L1(二、三层),V=0.24*(0.4-0.12)*(4.5+0.24)*2*2=1.27,4-2-24(换),L3(一层),m,0.71,V=0.24*(0.4-0.12)*(11.76-0.36-0.3*3=0.71,4-2-27(换),过梁：,m,3.31,单独过梁：,M4：V=0.24*(0.4-0.12)*(2+0.5)=0.17,C4:V=0.24*(0.4-0.12)*(1.8+0.5)=0.15,QL代GL：,注:为什么QL代GL中C2,M3没有算入,因为其上面是L3,而不是QL,所以不用算,如果上面是QL,则算.,C1:V=0.24*(0.4-0.12)*(1.5+0.5)

12、*4=0.54,C3:V=0.24*(0.4-0.12)*(1.2+0.5)*1=0.11,C5:V=0.24*(0.4-0.12)*(1.2+0.5)*2=0.23,C6:V=0.24*(0.4-0.12)*(1.2+0.5)*2=0.23,C7:V=0.24*(0.4-0.12)*(2+0.5)*8=1.34,MC:V=0.24*(0.4-0.12)*(2.4+0.5)*1=0.19,洞口:V=(1.22+0.5)*0.24*(0.4-0.12)*3层=0.35,4-2-38(换),砼板:,m,45.34,一层:,储：V=(3.3+0.24)*(4.36+0.12)*0.1=1.59,厨房

13、:V=(3.3+0.24)*6.9*0.13=3.18,楼梯前端:V=(2.58-0.24)*(1.31+0.2)*0.1=0.35,卫生间:V=(6+0.12)*(2.58+0.12)*0.1=1.65,卧室:V=(6+0.12)*(3.3+0.12)*0.13=2.72,厅:V=(4.5+0.12)*(5.88+0.12)*0.12*2=6.65,小计:,16.14,二层:,厨房:V=(3.3+0.24)*(6.9+0.12)*0.13=3.23,楼梯前端:V=(2.58-0.24)*(1.31+0.2)*0.1=0.35,卫生间:V=(6+0.12)*(2.58+0.12)*0.1=1.

14、65,卧室:V=(6+0.12)*(3.3+0.12)*0.13=2.72,厅:V=(4.5+0.12)*(5.88+0.12)*0.12*2=6.65,小计:,14.6,三层:,小计:,14.6,4-2-42,楼梯工程量:, ,20.1,注:在算楼梯工程量时,首先明确板厚是否是100mm，如果不是则进行换算套4-2-46,TB1：,S=(3.3+1.19-0.12)*(2.58-0.24)/2=5.11,TB2:,S=(0.2+0.9+2.1+1.19-0.12)*(2.58-0.24)/2=5,TB3:,S=(0.2+3+1.19-0.12)*(2.58-0.24)=9.99,4-2-49

15、,雨蓬:(80mm), ,20.59,雨蓬1:S=(2.7-0.12)*(1.02-0.12)+0.18*(2.7-0.12+1.02-0.12-0.06)=2.94,雨蓬2:S=(12)*(1.32-0.12)+0.22*12+(1.32-0.12-0.06)*2=17.65,4-2-65,翻檐(60mm),S=3.76*2, ,-7.52,注:因为雨蓬定额厚是80mm,又因为翻檐为60mm厚,所以要单独把翻檐拿出来进行换算.,雨蓬1:0.18*(2.7-0.12+1.02-0.12-0.06)+雨蓬2:0.22*12+(1.32-0.12-0.06)*2=0.62+3.14=3.76,4-

16、2-56,挑檐,m,0.25,V=(3.3+0.24+4.36+0.3)*0.3*0.1=0.25,4-2-58,压顶:,m,0.67,V=(11.4+11.76)*2*0.24*0.06=0.67,4-4-15,现场搅拌砼 基础,V=V*1.015,4-4-16,现场搅拌砼 墙、柱、梁、板,柱:V=V*1,梁:V=V*1.015,板:V=V*1.015,4-4-17,现场搅拌砼 其他,楼梯:V=V*0.219,挑檐:V=V*1.015,雨蓬:V=V*1,压顶:V=V*1.015,砼的泵送,只要有砼的泵送,就必须有4-4-19,还有下面所对应的,例如:4-4-6,则下面必须跟着,4-4-18,

17、4-4-19,钢筋工程:,10 ,t,0.099,独立基础:,10120,工程量:=0.617*1*1*L*根=0.099,L=(1.3-0.04*2)+12.5d=1.34,根=(1.3-2*c)/0.12+1*2*5个=120,假设： 图13视为砼条形基础,受力筋14150;分布筋8200 基础宽1米,受力筋:,X方向,A轴:长=1-2*c+12.5d=1.1,根=12/0.15+1=76,B轴:长=1-2*c+12.5d=1.1,根=(11.76-1)+1*1/4*2/0.15+1=76,C轴:长=1-2*c+12.5d=1.1,根=(2.58*2+3.3-0.04-0.5+0.5)+1

18、*1/4/0.15+1=59,柱:,Z:,418;6.5100/200,18,纵筋=0.617*1.8*1.8*L*4*5个=0.21,t,0.21,基础插筋:L=12d+0.6+(3.3+1.1)/3-0.04=2.24,首层:L=3.3+1.1-(3.3+1.1)/3+12d-0.015=3.13,6.5,箍筋=0.617*0.65*0.65*L*根数*5个=0.057,t,0.057,L=(0.3+0.3)*2-8*c+2*(75mm+1.9d)=1.13,根数：,加密区：,(1)根=4.4/3/0.1+1=16,(2)根=(0.4+4.4/6)/0.1+1=13,非加密区:,根=(4.

19、4-4.4/3-0.4-4.4/6)/0.2-1=8,GZ：,414;6.5100/200,14,纵筋：=0.617*1.4*1.4*L=,t,从圈梁顶到女儿墙顶:,L=(0.35+0.35+0.24+0.76+10.7+12d+12d-0.03-0.04+1.4La*3)*4*11个=,从二层到女儿墙顶:,L=(10.7-3.3-0.03+0.15+0.15+1.4Lae*2)*4*3个=,女儿墙:,L=(0.8-0.03+0.15+0.15)*4*7个=,6.5,箍筋:=0.617*0.65*0.65*L*个数=,t,箍筋:=0.617*0.65*0.65*L*个数=,L=(0.24+0.

20、24)*2-8*c+2*(75mm+1.9d)=0.89,L=(0.24+0.24)*2-8*c+2*(75mm+1.9d)=0.89,从圈梁顶到女儿墙顶:(11个),从圈梁顶到女儿墙顶:(11个),一层:,一层:,加密区：,加密区：,根=0.5/0.1+1=6,根=(3.3+1.1-0.4)/3/0.1+1=15,根=0.4+0.5/0.1+1=10,根=0.4+(3.3+1.1-0.4)/6/0.1+1=12,非加密区:,非加密区:,根=3.3+1.1-0.5-0.4-0.5/0.2-1=14,根=3.3+1.1-(3.3+1.1-0.4)/3-0.4+(3.3+1.1-0.4)/6/0.

21、2-1=9,二层:,二层:,加密区：,加密区：,根=0.5/0.1+1=6,根=(3.3-0.4)/6/0.1+1=6,根=0.4+0.5/0.1+1=10,根=0.4+(3.3-0.4)/6/0.1+1=10,非加密区:,非加密区:,根=3.3-0.5-0.4-0.5/0.2-1=9,根=3.3-(3.3-0.4)/6-0.4+(3.3-0.4)/6/0.2-1=9,三层:,三层:, 同上, 同上, 小计: 880个, 小计: 946个,从二层到女儿墙顶:(3个),从二层到女儿墙顶:(3个),二层:,二层:,加密区：,加密区：,根=0.5/0.1+1=6,根=(3.3-0.4)/6/0.1+

22、1=6,根=0.4+0.5/0.1+1=10,根=0.4+(3.3-0.4)/6/0.1+1=10,非加密区:,非加密区:,根=3.3-0.5-0.4-0.5/0.2-1=9,根=3.3-(3.3-0.4)/6-0.4+(3.3-0.4)/6/0.2-1=9,三层:,三层:, 同上, 同上, 小计: 150个, 小计: 150个,女儿墙:(7个),女儿墙:(7个),根=0.8,根=0.8,梁,基础平面图：,DQL,240*240；414(二级);6.5200,14,纵筋:L=(L中+L内)*4+转角数丁角数之和*4*la*(1+搭接系数）+转角数*1.04*2*4=(15.76-0.18)*2

23、+11.76+(3.3-0.24)+(6-0.24)*3+(4.5-0.3)+11.76*4+13*4*35d*1.0744+3*1.04*2*4=(79.22*4+25.48)*1.0744+6.24*4=,t,1.49,6.5,箍筋:=0.617*0.65*0.65*L*个数=0.092,t,0.092,L=(0.24+0.24)*2-8*c+2*(75mm+1.9d)=0.89,根=(L中+L内)/0.2+1=397,JCL(5个),350*250；216(二级)；214(二级);6.5200,16,工程量=0.617*1.6*1.6*36.3=0.057,t,0.057,上部筋：L=（

24、2.94+0.27)-2*0.03+2*15d*2*5=36.3,14,工程量=0.617*1.6*1.6*37.2=0.059,t,0.059,两端下部筋:L=15d+Hc-c+(2.94-0.18-0.15)+La*2*2=14.66,中间下部筋:L=(2.94-0.18-0.15)+2*La*2*3=22.54,6.5200,箍筋:工程量=0.617*0.65*0.65*64.41=0.017,t,0.017,L=(0.35+0.25)*2-8*C+2*(75mm+1.9d)=1.13,根=(12-0.3*5)/0.2+4=57,一层：,QL：,240*400;414(二级);6.520

25、0,14,工程量=0.617*1.4*1.4*1289.14=1.56,t,1.56,纵筋:L=(L中+L内)*4+转角数丁角数之和*4*la*(1+搭接系数）+转角数*1.04*2*4=(34.56+17.28+4.2+11.76)*4+10*4*41d*1.0744+3*1.04*2*4=(67.8*4+22.96)*1.0744+6.24*4=322.29*4=1289.14,6.5,箍筋：,t,0.079,L=(0.24+0.24)*2-8*c+2*(75mm+1.9d)=0.89,根=(L中+L内)/0.2+1=340,L3:(4),240*400;6.5100/200(2);218

26、(二级）;318（二级）,18,贯通筋：,t,0.052,L=（12-2*0.03+15d+1.2La)*2=26.19,20,t,0.014,左端支座负筋：218+220（二级）,第一排：L=15d+Hc-c+（2.94-0.18-0.15)/3*2=2.88,右端支座负筋:218+220（二级）,第一排：L=15d+Hc-c+（2.94-0.18-0.15)/3*2=2.88,18,t,0.026,中间支座负筋:218（二级）,第一排：L=2*（2.94-0.18-0.15)/3+0.4*2*3跨12.84,18,底部受力筋：318（二级）,t,0.096,左边跨：L=15d+Hc-c+（

27、2.94-0.18-0.15)+La*3=11.66,右边跨：L=15d+Hc-c+（2.94-0.18-0.15)+La*3=11.66,中间跨：L=（2.94-0.18-0.15)+2*La*3*2跨=24.52,箍筋：6.5100/200(2),6.5,t,0.025,L=(0.24+0.4)*2-8*c+2*(75mm+1.9d)=1.21,根数:,加密区:,根=(1.5Hb)/0.1+1*2=14,非加密区:,根=(2.94-0.15-0.18)-2*1.5*Hb/0.2-1=6,一共4跨:总根数为80根,L1(1):(2个),240*400;6.5100/200(2);218(二级

28、）;318（二级）,18(二级）,t,0.104,贯通筋：,L=（4.5+0.24)-2*0.03+15d*2*2=10.44,底部受力筋：,L=（4.5+0.24)-2*0.03+15d*2*3=15.66,6.5,箍筋：6.5100/200(2),t,0.018,L=(0.24+0.4)*2-8*c+2*(75mm+1.9d)=1.21,根数:,加密区:,根=(1.5Hb)/0.1+1*2=14,非加密区:,根=(4.5-0.12-0.18)-2*1.5*Hb/0.2-1=14,二层：,QL,240*400;414(二级);6.5200,14(二级),纵筋:L=（L中+L内）*4+转角数，

29、T角数之和*4*La*（1+搭接系数）+转角数*1.04*2*4=(79.4*4+13*4*La)*1.0744+5*1.04*2*4=383.70*4=1534.79,t,1.86,6.5,箍筋：,t,0.126,L=(0.24+0.4)*2-8*c+2*(75mm+1.9d)=1.21,根=(L中+L内)/0.2+1=398,L1(1):(2个),240*400;6.5100/200(2);218(二级）;318（二级）,18(二级）,t,0.104,贯通筋：,L=（4.5+0.24)-2*0.03+15d*2*2=10.44,底部受力筋：,L=（4.5+0.24)-2*0.03+15d*

30、2*3=15.66,6.5,箍筋：6.5100/200(2),t,0.018,L=(0.24+0.4)*2-8*c+2*(75mm+1.9d)=1.21,根数:,加密区:,根=(1.5Hb)/0.1+1*2=14,非加密区:,根=(4.5-0.12-0.18)-2*1.5*Hb/0.2-1=14,三层：,QL,240*400;414(二级);6.5200,14(二级),纵筋:L=（L中+L内）*4+转角数，T角数之和*4*La*（1+搭接系数）+转角数*1.04*2*4=(79.4*4+13*4*La)*1.0744+5*1.04*2*4=383.70*4=1534.79,t,1.86,6.5

31、,箍筋：,t,0.126,L=(0.24+0.4)*2-8*c+2*(75mm+1.9d)=1.21,根=(L中+L内)/0.2+1=398,L1(1):(2个),240*400;6.5100/200(2);218(二级）;318（二级）,18(二级）,t,0.104,贯通筋：,L=（4.5+0.24)-2*0.03+15d*2*2=10.44,底部受力筋：,L=（4.5+0.24)-2*0.03+15d*2*3=15.66,6.5,箍筋：6.5100/200(2),t,0.018,L=(0.24+0.4)*2-8*c+2*(75mm+1.9d)=1.21,根数:,加密区:,根=(1.5Hb)

32、/0.1+1*2=14,非加密区:,根=(4.5-0.12-0.18)-2*1.5*Hb/0.2-1=14,JCTL：,250*500；418（二级）；6.5200,18,贯通筋：,t,0.026,L=（2.58+0.24)-0.03*2+15d*2*4=13.2,6.5,箍筋：6.5200,t,0.005,L=(0.25+0.5)*2-8*c+2*(75mm+1.9d)=1.43,根=(2.58-0.24)/0.2+1=13,TL:(4个）,200*300;416（二级）；6.5200,16,贯通筋：,t,0.02,L=（2.58+0.24)-0.03*2+15d*2*4=12.96,6.5

33、,箍筋：6.5200,t,0.013,L=(0.2+0.3)*2-8*c+2*(75mm+1.9d)=0.93,根=(2.58-0.24)/0.2+1=13,板：,一层楼板：,储藏室：,8,t,0.129,板底受力筋：,X方向：8100,L=3.3+12.5d=3.4,根=(4.36-0.24-0.1)/0.1+1=41,Y方向:8200,L=4.36+12.5d=4.46,根=(3.3-0.24-0.1)/0.2+1=16,端支座负筋:,1轴:,L=(0.8-0.24/2+15d+Hc-c+0.1-0.015=1.11,根=(4.36-0.24-0.1)/0.15+1=28,3轴:,L=(0

34、.8+0.3)+(0.1-0.015)*2=1.27,根=(4.36-0.24-0.1)/0.15+1=28,E轴:,L=(0.8+0.3)+(0.1-0.015)*2=1.27,根=(3.3-0.24-0.1)/0.15+1=21,D轴:,L=(0.8-0.24/2+15d+Hc-c+0.1-0.015=1.11,根=(3.3-0.24-0.1)/0.15+1=21,厨房：,8,t,0.214,板底受力筋：,X方向：8100,L=3.3+12.5d=3.4,根=(6.9-0.24-0.1)/0.1+1=67,Y方向:8200,L=6.9+12.5d=7,根=(3.3-0.24-0.1)/0.

35、2+1=16,端支座负筋:,1轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.13-0.015=1.54,根=(6.9-0.24-0.1)/0.15+1=45,3轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.13-0.015=1.54,根=(6.9-0.24-0.1)/0.15+1=45,D轴:,L=(1.2-0.24/2+15d+Hc-c+0.1-0.015=1.54,根=(3.3-0.24-0.1)/0.15+1=21,E轴:,L=(1.2-0.24/2+15d+Hc-c+0.1-0.015=1.54,根=(3.3-0.24-0.1)/0.15+1=21,

36、卫生间：,8,t,0.148,板底受力筋：,X方向：8100,L=2.58+12.5d=2.68,根=(6-0.24-0.1)/0.1+1=58,Y方向:8200,L=6+12.5d=6.1,根=(2.58-0.24-0.1)/0.2+1=13,端支座负筋:,4轴:,L=(0.8-0.24/2+15d+Hc-0.015+0.1-0.015=1.11,根=(6-0.24-0.1)/0.15+1=39,5轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.13-0.015=1.54,根=(6-0.24-0.1)/0.15+1=39,C轴:,L=(0.8-0.24/2+15d+Hc-c+

37、0.1-0.015=1.11,根=(2.58-0.24-0.1)/0.15+1=16,B轴:,L=(0.8-0.24/2+15d+Hc-c+0.1-0.015=1.11,根=(2.58-0.24-0.1)/0.15+1=16,卧室:,8,t,0.189,板底受力筋：,X方向：8100,L=3.3+12.5d=3.4,根=(6-0.24-0.1)/0.1+1=58,Y方向:8200,L=6+12.5d=6.1,根=(3.3-0.24-0.1)/0.2+1=16,端支座负筋:,5轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.13-0.015=1.54,根=(6-0.24-0.1)

38、/0.15+1=39,7轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.13-0.015=1.54,根=(6-0.24-0.1)/0.15+1=39,C轴:,L=(1.2-0.24/2+15d+Hc-c+0.1-0.015=1.54,根=(3.3-0.24-0.1)/0.15+1=21,B轴:,L=(1.2-0.24/2+15d+Hc-c+0.1-0.015=1.54,根=(3.3-0.24-0.1)/0.15+1=21,客厅：,8,t,0.524,板底受力筋：,X方向：8100,L=11.76+12.5d=11.86,根=(4.5-0.3-0.1)/0.1+1=42,Y方向:

39、8200,L=4.5+12.5d=4.6,根=(11.76-0.24-0.1)/0.2+1=58,端支座负筋:,1轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.12-0.015=1.59,根=(4.5-0.3-0.1)/0.15+1=29,7轴:,L=(1.2-0.24/2+15d+Hc-0.015+0.12-0.015=1.59,根=(4.5-0.3-0.1)/0.15+1=29,B轴:,L=(1.2-0.24/2+15d+Hc-c+0.12-0.015=1.59,根=(2.94-0.24-0.1)/0.15+1*4跨=76,一共是4跨,A轴:,L=(1.2-0.24/2+

40、15d+Hc-c+0.12-0.015=1.59,根=(2.94-0.24-0.1)/0.15+1*4跨=76,一共是4跨,中间支座负筋:,2轴,4轴,6轴,L=1.2*2+(0.12-0.015)*2=2.61,根=(4.5-0.3-0.1)/0.15+1*3跨=87,YP,8,t,0.211,YP1:,Y方向：8100,L=La+(1.32+0.12-0.015*2+(0.08-2*0.015)+(0.06-2*0.015)*2个+0.3-2*0.015+5d=2.08,根=（11.76-0.1)/0.1+1=118,X方向:8200,L=La+(12-0.015*2+(0.08-2*0.

41、015)+(0.06-2*0.015)*2个+0.3-2*0.015+5d+1.2La=12.94,根=（1.32-0.12-0.1)/0.1+1=12,YP2:,Y方向：8100,L=La+(1.02+0.12-0.015*2+(0.08-2*0.015)+(0.06-2*0.015)*2个+0.26-2*0.015+5d=1.74,根=（2.7-0.06-0.1)/0.1+1=27,X方向:8200,L=La+(2.7+0.12-0.015*2+(0.08-2*0.015)+(0.06-2*0.015)*2个+0.3-2*0.015+5d=3.46,根=（2.7-0.06-0.12-0.1

42、)/0.1+1=25,二、三层楼板,略,楼梯：,TB1：,K=1.16,10,板底：10100,L=(0.25/2+3.3*1.16+0.2/2+12.5d=4.18,根=(1.14-0.03)/0.1+1=12,下端支座负筋:10100,L=(3.3/4+0.25-0.03)*1.16+15d+0.1-0.015=1.45,根=(1.14-0.03)/0.1+1=12,上端支座负筋:10100,L=(3.3/4+0.2-0.03)*1.16+15d+0.1-0.015=1.39,根=(1.14-0.03)/0.1+1=12,6.5,分布筋:6.5200,板底分布筋:,L=1.14-2*C+1

43、2.5d=1.16,根=(3.3*1.16-0.1)/0.2+1=20,下端支座负筋分布筋:6.5200,L=1.14-2*C+12.5d=1.16,根=(3.3*1.16-0.05)/0.2+1=20,上端支座负筋分布筋:6.5200,L=1.14-2*C+12.5d=1.16,根=(3.3*1.16-0.05)/0.2+1=20,TB2:,K=1.118,10,踏步板底：10100,L=(0.2/2+2.1+Bs)*1.16+la+12.5d=,根=(1.14-0.03)/0.1+1=12,平板底：10100,L=6.25d+0.2/2+0.9-Bs+La=,根=(1.14-0.03)/0

44、.1+1=12,下端支座负筋:10100,L=15d+(ln/4+0.2)*1.16-0.03+0.1-0.015=,ln=lsn+lhn,根=(1.14-0.03)/0.1+1=12,上端支座负筋:10100,L=15d+0.2-0.03+0.9-Bs+(Bs+lsn/5)*1.118+0.1-0.015=,根=(1.14-0.03)/0.1+1=12,6.5,分布筋:6.5200,板底分布筋:,L=1.14-2*C+12.5d=1.16,根=(2.1+Bs)*1.16-0.05)/0.2+1=20,平板底：,根=(0.9-Bs-0.05)/0.2+1=,下端支座负筋分布筋:6.5200,根

45、=(ln/4*1.16-0.05)/0.2+1=20,ln=lsn+lhn,上端支座负筋分布筋:,根=(Bs+Lsn/5)*1.16/0.2+1=20,根=(0.9-Bs-0.05)/0.2+1=,砌筑工程:,基础:,注:首先分析基础高度,在这里是材料不同,并且大于300,所以基础与墙的分界线为0.00，如果材料不同,小于等于300,则分界线在材料不同处,并且分两种材料算，一种是毛石，一种是砖,3-2-1,V1-1毛=S断*L=0.56*77.18=43.22,m,43.22,3-1-1,V1-1砖=S断*L=0.18*77.18=13.89,m,13.89,L=L中+L内=（15.76-0.

46、78)*2+11.76+(3.3-0.24)+(6-0.24)*3+(4.5-0.12-0.78)+(11.76-0.24)=41.72+35.46=77.18,注:在这里一定要注意是L内,不是L净,S断(毛)=1*0.35+0.6*0.35=0.56,S断(砖)=0.76*0.24=0.18,3-2-1,V2-2毛=S断*L=0.35*4.68=1.64,m,1.64,L=(2.58-0.24)*2=4.68,S断(毛)=0.6*0.35+0.4*0.35=0.35,墙体:,3-3-7,240墙:,m,137.71,一层:,240墙:,V=(L中*外墙高+L内*内墙高-门窗洞口面积)*墙厚-

47、砼构件=(52.58*2.9+35.34*2.9-48.20)*0.24-(0.24+0.22)=49.16,L:,L中:=(15.76+11.76)*2-0.24*5-0.3*3-0.36=55.04-1.2-0.9-0.36=52.58,L内=(3.3-0.24)+(6-0.24)*3+(4.5-0.3)+12-0.24*5=35.34,H:,H外:3.3-0.4=2.9,H内:2.9,门窗洞口面积:,S=0.9*2.5+1.8*1.6+2*2+1.2*1.1+1.5*2+2.61*2*2+2.64*2.9*2+0.9*2.5*4=48.20,砼构件:,M4:V=0.24*0.4*(2+0

48、.5)=0.24,C4:V=0.24*0.4*(1.8+0.5)=0.22,二层:,240墙:,V=(L中*外墙高+L内*内墙高-门窗洞口面积)*墙厚-砼构件=(43.92*2.9+32.28*2.9-37.81)*0.24=43.96,L:,L中:=(11.4+11.76)*2-0.24*10=43.92,L内=(6-0.24)*3+(4.5-0.3)+12-0.24*5=32.28,H:,H外:3.3-0.4=2.9,H内:2.9,门窗洞口面积:,S=0.9*2.9+1.5*2+1.2*1.5+1.2*2+1.5*2+2*2*4+0.9*2.5*4=37.81,砼构件:,无,三层:,240

49、墙:,V=(L中*外墙高+L内*内墙高-门窗洞口面积)*墙厚-砼构件=(43.92*2.9+32.28*2.9-35.2)*0.24=44.59,L:,L中:=(11.4+11.76)*2-0.24*10=43.92,L内=(6-0.24)*3+(4.5-0.3)+12-0.24*5=32.28,H:,H外:3.3-0.4=2.9,H内:2.9,门窗洞口面积:,S=1.5*2+1.2*1.5+1.2*2+1.5*2+2*2*4+0.9*2.5*4=35.2,砼构件:,无,3-3-5,120墙:(三层),m,3.27,V=(L内*内墙高-门窗洞口面积)*墙厚=(2.58-0.24)*2*(3.3

50、-0.1)-0.8*2-1.22*3.2)*0.115=1.14,门、窗工程：,M1：,S=0.9*2.5*13=29.25,5-1-9, ,29.25,5-1-10, ,29.25,5-1-73, ,29.25,5-1-74, ,29.25,5-9-1,樘,13,M2:,S=0.8*2*3=4.8,5-1-13, ,4.8,5-1-14, ,4.8,5-1-77, ,4.8,5-1-78, ,4.8,5-9-1,樘,3,M3:,S=2.64*2.9*2=15.31,5-5-3, ,15.31,M4:,5-4-14,S=2*2*1=4, ,15.31,MC:,5-5-2,S=(0.9*2.9)

51、=2.61, ,2.61,5-5-4,S=1.5*2=3, ,3,5-6-3,C1,C2,C3,C4,C5,C6,C7, ,67.04,S=1.5*2*4+2.61*2*2+1.2*1.1*1+1.8*1.6*1+1.2*2*2+1.2*1.5*2+2*2*8=67.04,屋面工程:,9-1-1,水泥砂浆在砼或硬基层上20mm, ,120.95,S=(10.5-0.24)*(11.76-0.24)+(11.4-10.5)*(3.3-0.24)=120.95,6-3-16,现浇水泥蛭石(保温),m,15.72,V=实铺长*实铺宽*平均厚度=120.95*0.13=15.72,平均厚度=（11.7

52、6-0.24)/2*2%/2+0.08=0.13,9-1-2,水泥砂浆在填充材料上20mm, ,120.95,S=120.95,6-2-30,SBS一层 平面(防水), ,132.29,S=120.95+上翻面积=132.29,上翻面积=0.25*女儿墙内侧长度=11.34,女儿墙内侧长度=(11.76-0.24)+(11.4-0.24)*2=45.36,小房屋顶工程量:,9-1-9,水泥砂浆楼地面:, ,17.89,S=(4.36+0.3)*(3.3+0.24+0.3)=17.89,6-2-10,防水砂浆, ,17.89,S=17.89,8-7-50,散水工程量:, ,37.76,注:散水工

53、程量是综合项;不用先算垫层,再算砼,而是直接一步出来.,S=L*宽=47.2*0.8=37.76,L=L外+散水宽*4=(56-12)+0.8*4=47.2,楼地面工程量:,2-1-1,一层3:7灰土垫层,m,18.76,V=(3.3-0.24)*(4.36-0.24)+(6.9-0.24)*(3.3-0.24)+(2.58-0.24)*(6-0.24)+(2.58-0.24)*(6-0.24)-(2.58-0.24)*2*0.12+(3.3-0.24)*(6-0.24)+(4.5-0.24)*(2.94*2-0.24)*2*0.15=125.06*0.15=18.76,m,18.76,9-1

54、-4,一层找平层:, ,125.06,S=125.06,注:因为垫层的实际面积与找平层的面积相同.,9-1-5,125.06*4, ,500.24,9-1-4,二、三层找平层:, ,203.66,S=(125.06-储藏室-楼梯间)*2=125.06-12.61-(2.58-0.24)*(6-1.4+0.06-0.12)*2=125.06-12.61-10.62*2=101.83*2=203.66, ,203.66,9-1-82,卫生间面层:,S=(2.58-0.24)*(2.4-0.24)+0.8*0.12+(2.58-0.24)*(2.2-0.12)+1.22*0.12*3=9.56*3=

55、28.67, ,28.67,9-1-84,楼梯面层:, ,19.75,S=(1.19-0.12+3.6)+(1.19-0.12+2.4)+(3.3+1.19-0.12)*2*(2.58-0.24)/2, ,19.75,9-1-169,块料面层工程量:, ,304.8,一层块料面层:,S=(125.06-卫生间:9.56)+0.9*0.24+0.9*0.24+2*0.24+0.9*0.24*3+2.64*0.24*2=118.32, ,118.32,小计:, ,118.32,二层块料面层:,S=(125.06-卫生间-楼梯间-储藏室)+0.9*0.24*5=92.27+0.9*0.24*5=93

56、.35,小计:, ,93.35,三层块料面层:,S=(125.06-卫生间-楼梯间-储藏室)+0.9*0.24*4=92.27+0.9*0.24*4=93.13,小计:, ,93.13,9-1-44,台阶面层:, ,10.8,S=12*0.3*3=10.8, ,10.8,9-1-47,楼梯大理石异形踢脚板:, ,2.93,S=长*高=3.6*0.24+2.4*0.23+6.6*0.23=2.93,TB1:平均高=0.15+(0.15+0.175)/2=0.24,TB1:长=3.6,TB2:平均高=0.15+(0.15+0.15)/2=0.23,TB2:长=2.4,TB3:平均高=0.15+(0

57、.15+0.15)/2=0.23,TB3:长=3.3*2,9-1-45,大理石直线形踢脚板:, ,39.4,S=长*高:0.15=262.66*0.15=39.40,一层:,储:长=(3.3-0.24)+(4.36-0.24)*2-0.9+0.24=13.7,厨房:长=(6.9-0.24)+(3.3-0.24)*2-0.9+0.24=18.78,楼梯间:长=(2.58-0.24)+(6-0.24)*2-2-0.9-0.9-1.22+0.24*3-3.6-2.4=6,走廊:长=2.58+(1.4-0.18)*2-1.22-1.22-0.9*2+0.24*2=3.84,卧室:长=(3.3-0.24

58、)+(6-0.24)*2-0.9+0.24=16.98,厅:长=(4.5-0.24)+(5.88-0.24)*2-2.64-0.9+0.24*2*2=33.48,小计:92.78,二层:,厨房:长=(6.9-0.24)+(3.3-0.24)*2-0.9-0.9+0.24*2=18.12,楼梯间:长=(2.58-0.24)+(6-0.24)*2-0.9-0.9-1.22+0.24*2-3.3-3.3=7.06,走廊:长=2.58+(1.4-0.18)*2-1.22-1.22-0.9*2+0.24*2=3.84,卧室:长=(3.3-0.24)+(6-0.24)*2-0.9+0.24=16.98,厅

59、:长=(4.5-0.24)+(5.88-0.24)*2-0.9+0.24*2=38.28,小计:84.28,三层:,厨房:长=(6.9-0.24)+(3.3-0.24)*2-0.9+0.24=18.78,楼梯间:长=(2.58-0.24)+(6-0.24)*2-0.9-0.9-1.22+0.24*2-3.3-3.3=7.06,走廊:长=2.58+(1.4-0.18)*2-1.22-1.22-0.9*2+0.24*2=3.84,卧室:长=(3.3-0.24)+(6-0.24)*2-0.9+0.24=16.98,厅:长=(4.5-0.24)+(5.88-0.24)*2-0.9+0.24*2=38.

60、28,小计:84.98,墙面工程量,9-2-1,内墙抹灰工程量:, ,一层:,储:S=(3.3-0.24)+(4.36-0.24)*2*(3.3-0.1)-0.9*2.5-1.8*1.6=40.82,梯间:S=(2.58-0.24)+(6-1.4-0.24)*2*3.3-1.2*1.5-(2.58-0.24)*3.3=,厨房:S=(3.3-0.24)+(6.9-0.24)*2*(3.3-0.13)-0.9*2.5=59.37,走廊:S=(2.58*2-0.24)+(1.4-0.18)*2*(3.3-0.1)-0.9*2.5*4-(2.58-0.24)*(3.3-0.1)=22.81,卧室:S=