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大作业图砌墙工程量计算
1.外墙：L=〔(28.8+0.12)+(12.3+0.12)〕=82.68m(请记住：www.izaojia.com)
V=(82.68×3.3×0.365)×2层=199.18m3
2.内墙
（1）首层C、B两轴1-9轴之间
L=（28.8-0.24）×2-2.76=54.36m
纵墙14道：L=（5.1-0.24）×14=68.04m
（2）二层C、B两轴1-9轴之间
（同首层）L=54.36m
纵墙12道：L=（5.1-0.24）×12=58.32m
L内总=54.36×2+68.04+58.32=235.08m
V内=235.08×3.3×0.24=186.18m3
3.女儿墙:L=2〔(28.8+0.24）+(12.3+0.24)〕=83.16m
V=83.16×(0.5-0.06)×0.24=8.782m3
4.扣除部分总计V=-97.018m3
（1）扣门窗=54.45m3
C1=1.8×1.5×0.365×29=28.58m3
C2=1.5×1.5×0.365×2=1.64m3
C3=1.8×1.5×0.24×1=0.65m3
C4=1.8×0.6×0.365×2=0.79m3
M1=1.0×2.4×0.24×27=15.55m3
M3=3.0×2.4×0.365×1=2.63m3
M4=1.5×2.4×0.365×2=2.63m3
3×(3.3-0.1-0.45)×0.24=1.98m3
(2)扣圈梁23.16m3
(3)扣过梁6.348m3
(4)扣构造柱10.79m3
(5)扣雨篷梁0.79m3
(6)扣现浇梁1.48m3
5.砌墙工程量
V=199.18+186.18+8.782-97.018=297.12m3