大作業(yè)圖砌墻工程量計算
1.外墻：L=〔(28.8+0.12)+(12.3+0.12)〕=82.68m(請記住：www.izaojia.com)
V=(82.68 ×3.3 ×0.365) ×2層=199.18 m3
2.內墻
（1）首層C、B兩軸1-9軸之間
L=（28.8-0.24）×2-2.76 =54.36m
縱墻14道：L=（5.1-0.24）×14=68.04m
（2）二層 C、B兩軸1-9軸之間
（同首層） L=54.36m
縱墻12道：L=（5.1-0.24）×12=58.32m
L內總=54.36×2+68.04+58.32=235.08m
V內=235.08×3.3×0.24=186.18m3
3.女兒墻:L=2〔(28.8+0.24）+(12.3+0.24)〕=83.16m
V=83.16×(0.5-0.06)×0.24=8.782m3
4.扣除部分總計V= -97.018m3
（1）扣門窗=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)扣過梁 6.348m3
(4)扣構造柱10.79m3
(5)扣雨篷梁0.79m3
(6)扣現(xiàn)澆梁1.48m3
5.砌墻工程量
V=199.18+186.18+8.782-97.018=297.12m3
1.外墻：L=〔(28.8+0.12)+(12.3+0.12)〕=82.68m(請記住：www.izaojia.com)
V=(82.68 ×3.3 ×0.365) ×2層=199.18 m3
2.內墻
（1）首層C、B兩軸1-9軸之間
L=（28.8-0.24）×2-2.76 =54.36m
縱墻14道：L=（5.1-0.24）×14=68.04m
（2）二層 C、B兩軸1-9軸之間
（同首層） L=54.36m
縱墻12道：L=（5.1-0.24）×12=58.32m
L內總=54.36×2+68.04+58.32=235.08m
V內=235.08×3.3×0.24=186.18m3
3.女兒墻:L=2〔(28.8+0.24）+(12.3+0.24)〕=83.16m
V=83.16×(0.5-0.06)×0.24=8.782m3
4.扣除部分總計V= -97.018m3
（1）扣門窗=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)扣過梁 6.348m3
(4)扣構造柱10.79m3
(5)扣雨篷梁0.79m3
(6)扣現(xiàn)澆梁1.48m3
5.砌墻工程量
V=199.18+186.18+8.782-97.018=297.12m3