工程量计算secretWord下载.docx

1、S=（0.45+0.3*2）*0.85=0.89 L=（4.42+3.95+0.518）*2+0.316*4-1.55*2+6.35*6=107.37 mV=SL=0.89*107.37=95.56 m3DL-2S=（0.45+0.3*2）*1.00=1.05 L=（12.44+11.24+15.34+17.076）*2=112.20 mV=SL=1.05*112.20=117.81 m3DL-3S=（0.45+0.3*2）*0.7=0.735 L=（2.6*2+5*2）*2=30.40 mV=SL=0.735*30.04=22.34 m34地槽（坑）原土打底夯按挖土底面积计算607.75 槽

2、：S=（0.45+0.3*2）*（107.37+112.20+30.40）=252.47坑：S=2.5*2.5*8+2.8*2.8*4+3.3*3.3*8+4*2.8*4+3.3*5*8=345.28续表5C10砼垫层按底（截面）面积乘高度（长度）以立方米计算36.93 基槽：S=0.45*0.1=0.045 L=（23.69*4+7.7*4+8.3*2）+（14.84*2+13.64*2+17.74*2 +19.48*2）+19.4*2=312.36 m V=SL=0.045*312.36=14.06 m3基坑：S=（1.76+2.224）*0.176/2+（0.56+2.224）*1.32

3、3/2*8个 +2.2*2.2*4个+2.7*2.7*8个+3.4*2.2*4个+2.7*4.4*6个 +2.7*4.4*2个=228.73 V=SH=228.73*0.1=22.87 m36现在C35砼承台按面积乘高度以立方米计算181.39 V=（1.66+2.124）*0.616/2+（0.46+2.724）*1.223/2*0.75*8个=16.47 m3V=2*2*0.75*4个=12.00 m3V=2.5*2.5*0.85*8个=42.50 m3V=3.2*2*0.95*4个=24.32 m3V=4.2*2.5*0.95*2个=19.95 m3V=4.2*2.5*1.05*6个=6

4、6.15 m37现浇C35砼地梁按截面面积乘长度以立方米计算S=0.25*0.55=0.138 46.69 L=23.69*2+21.84*2+7.7*4+8.3*2=138.46 m超出部分体积:（1.18-0.48）*4+（2.124-0.5）*8*0.25*0.1=0.4 m3V=0.138*138.46+0.40=19.51 m3S=0.25*0.7=0.175 L=14.84*2+13.64*2+17.71*2+19.48*2=131.40 m（1.18-0.48）*4+（1.223-0.38）*8+（0.616-0.12） *4*0.25*0.1=0.29 m3V=0.175*13

5、1.4+0.29=23.29 m3S=0.25*0.4=0.1 L=19.43*2=38.86 mV=0.1*38.86=3.89 m38标高-0.3以下砖墙7.36 （M10;MU10）S1=0.24*0.2=0.048 L1=32.15*2+17.93*2+3.25*4+0.55*4+2.75*2+7.45*4=150.66 mV1=0.048*150.66=7.23 m3S2=0.24*0.1=0.024 L2=（2-0.6）*4=5.60 mV2=0.024*5.60=0.13 m39现浇C35砼柱2.03 （标高-0.3以下）KZ1V=0.6*0.6*0.3*4根=0.43 m3KZ

6、2V=0.65*0.65*0.1*2根=0.08 m3KZ3V=0.6*0.6*0.1*4根+0.6*0.6*0.2*8根=0.72 m3KZ4V=0.5*0.5*0.3*4根=0.30 m3KZ5GZ1V=0.24*0.24*0.2*16根=0.20 m310基础回填土按挖土体积减去标高设计室外地坪以下的埋设体积计算366.46 V挖=640.84 m3V基=39.63+181.39+46.69+7.36+2.03=274.38 m3V填=640.84-274.38=366.46 m311墙基防潮层按墙基础顶面宽度乘长度以平方米计算37.50 L=150.66+5.6=156.26 m B=

7、0.24 mS=LB=156.26*0.24=37.5012室内回填土按主墙间净面积乘以厚度以立方米计算121.20 填土高度：H=0.3-0.18=0.12 m 净面积：S=1010 V=SH=1010*0.12=121.20 m313室内原土打底夯按主墙间净面积以平方米计算1010.00 室内净面积：14余土外运按挖土体积减去回填土体积以立方米计算153.18 挖土体积：V=640.84 m3 回填土体积：V=366.46+121.10=487.66 m3余土体积：V=640.84-487.66=153.18 m3二 砼及钢筋砼工程15现浇C35砼梁按断面面积乘以长度以立方米计算195.7

8、8 地梁V=46.69 m3二层框架梁S1=0.35*0.87截面 L1=34.92*2+23.34*2=116.56 m149.09 V1=S1L1=0.35*0.87*116.56=35.49 m3S2=0.35*0.85截面 L2=23.24*2=46.68 mV2=S1L2=0.35*0.85*46.68=14.21 m3S3=0.35*0.7截面 L3=37.34*2=74.68 mV3=S3L3=0.35*0.7*74.68=18.30 m3S4=0.25*0.87截面 L4=19.43*2+0.55*4+1.16*6=48.02 mV4=S4L4=0.25*0.87*48.02=

9、10.44 m3S5=0.25*0.7截面 L5=22.95+24.55*2=72.05 mV5=S5L5=0.25*0.7*72.05=12.61 m3S6=0.25*0.85截面 L6=23.44*2+23.84*2=94.56 mV6=S6L6=0.25*0.85*94.56=20.10 m3S7=0.25*0.65截面 L7=7.05*10=70.50 mV7=S7L7=0.25*0.65*70.50=11.46 m3S8=0.25*0.50截面 L8=23.19*2+1.56*20+29.55*2=136.68 mV8=S8L8=0.25*0.50*136.68=17.09 m3S9

10、=0.24*0.4截面 L9=22.65*2=45.30 mV9=S9L9=0.25*0.4*45.30=4.53 m3S10=0.25*0.3截面 L10=1.145*2+3.425*2+6.425*2+1.1*4+97.4*4=64.83 mV10=S10L10=0.25*0.3*64.83=4.86 m316现浇C35砼楼板按梁间净面积乘以板厚以立方米计算97.97 板厚：0.11 m净面积：S=外围面积-梁平面面积-柱平面面积-楼梯间面积1168.36-0.25*531.94-0.35*237.92-11.14-7.74*3.25*2=890.60 体积：V=SH=890.60*0.1

11、1=97.97 m317现浇C35砼框架柱按底面积乘以高度以立方米计算43.11 一层框架柱高度H取标高-0.3到二层楼面高度 H=3.87m柱面积：KZ1:S=0.6*0.6*4根=1.44 KZ2:S=0.65*0.65*8根=3.38 KZ3:S=0.6*0.6*12根=4.32 KZ4:S=0.5*0.5*4根=1.00 KZ5:S=1.44+3.38+4.32+1+1=11.14 V=SH=11.14*3.87=43.11 m318现浇C35砼构造柱2.67 GZ1S=0.24*0.24=0.0576 高度：H1=3.2 m H2=2 m体积:V=SH=0.0576*3.2*12根+

12、0.0576*2*4根=2.67 m319现浇C35砼楼梯按水平投影面积以平方米计算51.90 一层S=（8.2-0.24）*（3.5-0.24）*2个=51.90 梯梁支柱TZ：S=0.24*0.24 H=1.92 m0.44 V=SH=0.24*0.24*1.92*4根=0.44 m3墙内梯梁TL3:S=0.24*0.35 L=13.8 m0.48 V=SL=0.24*0.35*1.38*4根=0.48 m320现浇C30砼框架梁631.57 三层框架梁S1=0.35*0.67截面 L1=34.94*2+37.34*2=144.56 m131.69 V1=S1L10.35*0.67*144

13、.56=33.90 m3S2=0.35*0.85截面 L2=23.34*4=93.36 mV2=S2L2=0.35*0.85*93.36=27.85 m3S3=0.35*0.5截面 L3=1.55*4=6.22 mV3=S3L3=0.35*0.5*6.22=1.09 m3S4=0.25*0.85截面 L4=7.42*4+7.44*4=59.44 mV4=0.25*0.85*59.44=12.63 m3S5=0.25*0.67截面 L5=70.50+19.43*2+10.45*4+0.86*10+1.26*12+7.74*4=205.84 mV5=S5L5=0.25*0.67*205.84=34

14、.48 m3S6=0.25*0.5截面 L6=26.3*2+29.55*2+1.56*12+4.65=135.07 mV6=S6L6=0.25*0.5*135.07=16.88 m3S7=0.25*0.3截面 L7=64.83 mV7=0.25*0.3*64.83=4.86 m3四五六层梁将二层LL38截面由S=0.25*0.67转换成S=0.25*0.5 其他完全同二层387.81 L=10.45*4+1.26*12=56.92 m变量：V=（0.25*0.67-0.25*0.5）*56.92=2.42 m3V=131.69-2.42=129.27 m3三层体积：V=129.27*3层=38

15、7.81 m3屋顶框架梁S1=0.38*0.85截面 L1=23.84*4=95.36 m104.38 V1=S1L1=0.35*0.85*95.36=28.37 m3S2=0.35*0.67截面 L2=37.54*2=75.08 mV2=S2L2=0.35*0.67*75.08=17.61 m3S3=0.35*0.5截面 L3=1.56*4=6.24 mV3=S3L3=0.35*0.5*6.24=1.09 m3S4=0.25*0.85截面 L4=7.44*8=59.52 mV4=S4L4=0.25*0.85*59.52=12.65 m3S5=0.25*0.7截面 L5=7.74 mV5=S5

16、L5=0.25*0.7*7.74=1.35 m3S6=0.25*0.67截面 L6=23.22+7.6*4+8.173*4+19.43*2=113.17mV6=S6L6=0.25*0.67*1113.17=18.96 m3S7=0.25*0.5截面 L7=23.54*2+29.55*2+24.25*2+1.56*16+1.26*12=194.76 mV7=S7L7=0.25*0.5*194.76=24.35 m3出屋顶梁S1=0.25*0.85截面 L1=7.44*4=29.76 m7.69 V1=S1L1=0.25*0.85*29.76=6.32 m3S2=0.25*0.5截面 L2=2.7

17、4*4=10.96 mV2=S2L2=0.25*0.5*10.96=1.37 m321现浇C30砼楼板420.83 三-六层楼板H=0.11 m331.52 S=二层楼板面积-减少板块面积减少板块面积=9.12*4块+9.26*10块+4.09*2块=137.26 二层楼板面积=890.60S=890.60-137.26=753.34 V=SH=753.34*0.11=82.88 m3四层体积：V=82.88*4层=331.52 m3屋面楼板83.78 S=三层楼板面积+增加板块面积增加板块面积=3.25*1.26*2块=8.19 三层楼板面积=753.34 S=753.34+8.19=761

18、.53 V=SH=761.53*0.11=83.78 m3出屋面楼板板厚:5.53 S=7.74*3.25*2=50.31 V=SH=50.31*0.11=5.53 m322现浇C30砼框架柱154.50 二三层框架柱框架柱总面积:S=11.14 71.30 H=3.2 m V=SH=11.14*3.2*2层=71.30 m3四-六层框架柱S=0.5*0.5*32根=8.0076.80 V=SH=8*3.2*3层=76.80 m3楼梯间顶层柱框架柱总面积：S=0.5*0.5*8根=2.00 6.40 V=SH=2*3.2=6.40 m323现浇C30砼构造柱41.64 二层 GZ1S=0.24

19、*0.24 7.15 H1=1.33 m N=4根； H2=2.35m N=14根； H3=2.53m, N=30根H4=2.7 m N=2根； H5=1.15m N=4根V=0.24*0.24*（1.33*4根+2.35*14根+2.53*30根+2.7*2根+1.15*4根） 7.15 m3三-六层 GZ129.08 H3=2.53m N=18根H4=2.7 m N=14根；V=0.24*0.24）*（1.33*4根+2.35*14根+2.53*18根+2.7*14根+1.15 *4根）=7.27 m3V=7.27*4层=29.08 m3出屋面 GZ10.54 H=2.35 m N=4根

20、V=SHN=0.24*0.24*2.35*4根=0.54 m3女儿墙 GZ13.57 H1=1.32 m N=44根； H2=0.32m N=12根V=0.24*0.24*（1.32*44根+0.32*12根）=3.57 m3二-六层 GZ2S=0.2*0.12 1.30 H=1.15 m N=16根V=SHN=0.12*0.12*1.15*16根=0.26 m3五层体积：V=0.26*5层=1.30 m324现浇C30砼楼梯259.50 二-六层 S=（8.2-0.24）*（3.5-0.24）*2个*5层=259.50 S=0.24*0.24 H=1.25 m1.44 V=SH=0.24*0.24*1.25*4根*5层=1.44 m3TL4：S=0.24*0.35 H=1.68 m2.82 V=SH=0.24*0.35*1.68*4根*5层=2.82 m325现浇C30砼过梁4.89 二-六层M-1: S=0.12*0.12 L=1.48m N=6根4.75 V=SLN=0.12*0.12*1.48*6根=0.13 m3MC-2: S=0.12*0.15 L=1.98 m N=6根 V=SLN=0.12*0.15*1.98*6根=0