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1、1.平整场地S=(3.34+2.4+0.122)17.24+(3.34+2.4+0.122)(3.3+4.2+4.5+0.122)- （2+2.309+0.691）3.3=450.46m22.挖基础土方独立基础土方 J1:3个 1.01.01.953= 5.85m3J2:9个 2.02.01.959= 70.2m3J3:2个 2.42.41.952= 22.464m3J4:8个 1.41.41.958= 30.576m3J5:3个 1.81.81.953= 18.954m3J6:5个 2.22.21.955= 47.19m3J7:2个 2.72.71.952= 28.431m3J8:4个 1.
2、71.71.954=22.542m3J9:1个 2.21.21.951=5.148m3J10:1个 2.92.91.951=16.40m3J11:1个 3.282.91.951=18.548m3V独立= 286.335m3 带形基础土方 V带形= (3.3-0.78-0.9)1.0+(3.3-1.0-0.78)1.0+(3.3-1.0-0.78)1.0+(3.3-0.93-1.0) 1.0+(3.3-0.85+3.3-0.85)1.0+4.21.42+2.41.7+(3.3-0.85)2+4.2721.4+2.41.71.6=76.33m3V挖= V独立+ V带形=286.335m3+76.3
3、3m3=362.665m33.土方回填V垫=(1.223+2.229+2.622+1.628+2.023+2.425+2.922+1.924+2.41.41+3.121.0+3.483.11)0.1=17.770 m3V填=V挖-V埋= 362.665-17.77-70.836-8.535=265.524 m34.底层空心砖墙120厚 V120= (3.3-0.12-0.06+1.8-0.2+0.06)3.520.12-0.210.70.122=3.98 m35. 底层空心砖墙240厚V=4.2+4.5+3.3+2+2.309+0.691+1.22+2.42+2+3.3+1.5+0.9+4.2
4、+4.5+3.3 +(3.3+4.5+4.2)2+3.32+3.3 2+1.52+4.12-0.225 0.243=62.86m3扣除门窗：V扣 =(0.91.22+1.21.5+3.723+4.13+2.8232+2.432+1.532+2.432) 0.24=19.778 m3V240=62.86-19.78=43.08m36. 二层至屋顶 (3.3+4.5+4.2)+(3.34+2.4)+(4.2+4.5+3.3)+(3.3+2.1+2.4+2.4+2.1+3.3)2.80.24- (1.51.55+0.91.52+1.782.52+2.12.52)0.24 =29.09m33.3-0.
5、24+(2.1+2.4-0.24)2+(3.3-0.24)5+(4.2-0.24)4+(3.3-0.24)4+(2.4-0.24)+(4.5-0.24-0.9)2.80.24-(0.92.16+12.12+0.82.12)0.24-(3.3-0.9-0.24) 0.24=29.57m3(29.09+29.57)10=657.15 m3夹层： V夹=(3.34+2.4)(3.3+2.1+1.2)+(4.22+3.34+2.4)2+1.32+1.221.20.24=39.97m3 = V26+V夹=586.6+39.97=626.57m37.台阶工程量 C轴台阶体积=1.80.1515.84=4.
6、28m3台阶总体积为4.28+12.36=16.64m38.蹲台 (1.8-0.06-0.12) 1.20.22=0.778 m39. 砖窨井 15座10.水井表 2座11.阀门井 6座12.化粪池 1座13.带形基础 宽 1.0m 长a.(3.3-0.85)4=9.8m b.3.3-0.78-0.9+(3.3-0.78-1)2+3.3-1-0.93=6.03m (1+0.2)0.1+10.4+1.20.24=0.808m2 (9.8+6.03)m0.808m2 =12.791m3 宽1.4m 长 (4.2+1.2)4=21.6m (1.4+0.2)0.1+1.40.4+1.20.24=1.0
7、08m2 1.008m221.6m=21.773m3 宽 1.7m 长 2.42=4.8m(1.7+0.2)0.1+1.70.4+1.20.24=1.158m24.8m1.158m2=5.558m3 =12.791m3+21.773m3+5.558m3=40.122m314.独立基础，混凝土用量J1:3个 (0.311+0.60.60.3+1.40.40.4) 3=1.896 m3J2:9个 (0.32.02.0+1. 21.20.3+1.40.40.4) 9=16.71 m3J3:2个 (0.32.42.4+1.61.60.3+1.40.40.4) 2=5.44 m3J4:8个 (0.31.
8、41.4+0.80.80.3+1.40.40.4) 8=8.04 m3J5:3个 (0.31.81.8+0.110.3+1.40.40.4) 3=4.49 m3J6:5个 (0.32.22.2+1.41.40.3+1.40.40.4) 5=11.32 m3J7:2个 (0.32.72.7+1.81.80.3+1.40.40.4) 2=6.77 m3J8:4个 (0.31.71.7+110.3+1.40.40.4) 4=5.57 m3J9:1个 0.8(2.2-0.66)0.3+0.4(2.2-0.66-0.6)0.3+(1.10.40.42)= 0.8344 m3J10:1个 2.920.3+
9、0.3(2.9-0.8)(2.9-0.482) +(2.9-0.44)(2.9-0.482-0.42)0.3+1.10.40.42=4.542m3 J11:1个 3.282.90.3+(3.28-0.42)(2.9-0.482)0.3+(3.28-0.44)(2.9-0.42-0.482) 0.3+1.120.40.4=5.224 m3V=1.896+16.71+5.44+8.04+4.49+11.32+6.77+5.57+0.8344+4.542+5.224=70.836m315.基础梁JL-1: 0.250.35（3.3-0.4+4.5-0.4+5.06-0.4）=1.02m2 JL-2:
10、 L2=（14.2+4.5+3.3）+4.5+4.5+3.32+2.4+3.34+2.4+4.52+（4.5+4.2+3.3） 2+2.0+2.309+0.691=100.2 m S2=0.250.3=0.075 m2 V2=100.2m0.075m2=7.515 m3= V1 +V2=8.535m316 框架梁砼用量 V1=(4.2+4.5+3.3-0.43)0.30.64=7.776 m3 V2=(4.2-0.4)0.350.6+(4.5-0.4)0.350.5+(3.3-0.4)0.350.5)4= 8.092 m3 V3=(4.5-1.2-0.2-0.12)20.350.52=2.08
11、6m3 V4=(4.2-0.24)0.240.64=2.281 m3 V5= (2+1.2-0.4)0.240.35+(3.3+2.4+3.3-0.4)0.30.6= 1.783 m3 V6=(3.3+3.3-0.23-0.12)0.30.62+（2+2.309-0.4）0.240.5+（1.2-0.2）0.240.35=2.67 m3 V7=(3.3-0.4)0.350.64+(3.3+2.4+3.3-0.42)0.350.72+(2+2.309+0.691-0.4)0.24 0.5+(1.2-0.2)0.240.35=7.162 m3 V8=(3.3-0.4)0.250.62+(2+2.3
12、09+0.691-0.4)0.240.5=1.422 m3 V9=(4.5+4.5-0.42)0.350.7=2.009 m3 V10=(3.3+4.5+4.5-0.43) 0.250.6=1.665 m3 V11=(2.4-0.122) 0.30.62=0.778m3 V12=(3.34+2.4-50.4)0.60.3=2.448 m3 V13=(3.32-0.23-0.12) 0.30.62=2.117 m3 V14=(3.3-0.4) 0.350.242=0.487 m3 V15=(4.52-0.42)0.350.6=1.722 m3 V=V1+V2+V3+V4+V5+V6+V7+V8+
13、V9+V10+V11+V12+V13+ V14+V15=44.51 m317.框架柱 KZ1:0.40.4423.6=24.19 m3DZI: 0.40.442(2-0.7)=8.74 m3AZ1:(0.50.24+0.20.26)(2.0-0.7+3.6)2=1.69 m3AZ2:(0.50.24+0.240.26)(2.0-0.7+3.6)4=3.58 m3AZ3: (0.50.2)(2.0-0.7+3.6)2=0.98 m3AZ4:(0.50.24+0.20.26)(2.0-0.7+3.6)2=1.69 m3V=24.192+8.736+1.69+3.58+0.98+1.69=40.87
14、m318 构造柱 54根 （高度均为圈过梁底下2.5 m）V1=0.240.242.5=0.144m3加工面马牙槎，一个马牙槎体积0.60.240.3=0.0432m3 V2=0.144+0.04326=0.403m3V3=0.144+0.04329=0.533m3V4=0.144+0.043212=0.662m3=2V1+10V2+8V3+6V4=12.557m3 12.55726=150.684m319.圈梁QL1 L=(4.2+4.5+3.3)+(3.34+2.4)+(3.3+2.1+2.4)2+(4.2+4.5+3.3)2=110.4mQL L=3.34+(3.3+2.1+2.4+2.4+2.1)+3.36+4.24+1.22+2.4
