宿舍楼工程量计算概要Word格式.docx

1、1382.79 39.3+（1.4+0.12）*2+4*（25.6+0.24+4）=1382.792挖地坑m3按地坑面积乘地坑高度计算397.07 CT-32.5*2.5*1.15*8个=57.50 m3CT-4（2.2+0.3*2）*（2.2+0.3*2）*1.15*4个=36.06 m3CT-5（2.7+0.3*2）*（2.7+0.3*2）*1.15*8个=100.19 m3CT-6（3.4+0.3*2）*（2.2+0.3*2）*1.15*4个=51.52 m3CT-7（2.7+0.3*2）*（4.4+0.3*2）*1.15*2个=37.95 m3CT-8（2.7+0.3*2）*（4.4+

2、0.3*2）*1.15*6个=113.85 m33挖地槽按地槽长度乘地槽截面面积计算235.71 DL-1S=（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

3、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：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*312.3

4、6=14.06 m3基坑：S=（1.76+2.224）*0.176/2+（0.56+2.224）*1.323/2*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=

5、24.32 m3V=4.2*2.5*0.95*2个=19.95 m3V=4.2*2.5*1.05*6个=66.15 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+（1.2

6、23-0.38）*8+（0.616-0.12） *4*0.25*0.1=0.29 m3V=0.175*131.4+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 m

7、39现浇C35砼柱2.03 （标高-0.3以下）KZ1V=0.6*0.6*0.3*4根=0.43 m3KZ2V=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 m31

8、1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=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=640.84-4

9、87.66=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195.78 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=

10、19.43*2+0.55*4+1.16*6=48.02 mV4=S4L4=0.25*0.87*48.02=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=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