5.24*4*0.24 = 5.03
m2
（21*2.88-2.1）*0.24 = 14.01 m3
0.9*1.6 = 1.44
m2
0.07*1*1.6 = 0.11
m3
0.9*1.6 = 1.44
m2
0.9*1.6 = 1.44
m2
5.9*4*0.8 = 18.88 m2
5.9*4*0.8*0.05 = 0.94
现浇屋顶 圈梁 挑檐
雨棚
原土打夯 碎石垫层 C10混凝土 20厚水泥砂浆面层
原土打夯 碎石垫层 C10混凝土 20厚水泥砂浆面层 伸缩缝
三七灰土 C15混凝土垫层
钢筋 聚氨酯防水涂料 20厚1:2.5水泥砂浆找
平 地板砖 伸缩缝
C25混凝土板 钢筋 梁 钢筋
C25混凝土 钢筋
C25混凝土 钢筋 粉挑檐
m2
0.36*0.24*1.72 = 0.15
m3
0.62*0.06*1.96 = 0.07
m3
4*1.72*1.21+1.3*13*0.395+1.22*14*0.395+1.72*3*0.222 = 22.89 kg
0.62*1.96*2 = 2.43
m2
1.72*0.62 = 1.07
m2
1.72*0.18 = 0.31
259.19
1.415*0.8*11.24*4 = 50.89 m3 0.815*0.1*11.24*4 = 3.66 m3 （0.24*0.3+0.24*0.48）*11.24*4 = 8.42 m3 0.24*0.24*11.24*4 = 2.59 m3
11.24*4*4*0.888 = 159.70 kg 1.05*11.24*4/0.2*0.222 = 52.40 kg 50.89-3.66-8.42-2.59-11.24*4*0.08 = 32.63 m3
场地平整
围墙
土方开挖
C10混凝土垫层
砖基础
地圈梁
基础回填土 围墙
12二级钢 箍筋
砂浆上插玻璃 片
围墙大门
散水 过梁
50厚碎石垫层 80厚C10混凝土 20厚水泥砂浆面层
伸缩缝
机房
雨棚 基础
钢筋 箍筋
C25混凝土 钢筋
挖土方 C10混凝土
砖基础 地圈梁 钢筋 回填土
砖砌体
防潮层
台阶 散水
室内回填土 室内地坪
m2
0.24*0.3*2.94*4 = 0.85 m3 4*3*0.888+1*15*0.222 = 13.99 kg
2.1*1 = 2.10
m2
6*6 = 36.00 m2
6*6 = 36.00 m2 6.5*7.1 = 46.15 m2
5*3*4-2.1 = 57.90 m2 5*2.85*4-2.1 = 54.90 m2
5*4-1 = 19.00 m
5*5 = 25.00 m2 5*5 = 25.00 m2 5*5 = 25.00 m2
5.5*3.04*4-2.1 = 64.78 m2 5.5*3.04*4-2.1 = 64.78 m2
11.24*11.24-7.1*7.1 = 75.93 m2 （14.24*11.24-7.1*7.1）*0.15 = 16.45 m3 （14.24*11.24-7.1*7.1）*0.1 = 10.96 m3
0.64*5.24*4*1.15 = 15.43 m3 0.815*0.1*5.24*4 = 1.71 m3 0.25*0.36*5.24*4+0.9*0.24*5.24*4 = 6.41 m3 0.24*0.24*5.24*4 = 1.21 m3 4*0.888*21+105*1.1*0.222 = 100.23 kg 15.43-1.71-0.25*0.36*5.24*4+0.3*0.24*5.24*4 = 13.34 m3
0.24*0.24*20 = 1.15
m3
4*6*0.888+1.1*100*0222 = 45.73 kg
0.42*0.08*21 = 0.71
m3
0.6*140*0.395+21*2*0.222 = 42.50 kg
0.5*24 = 12.00 m2
0.22*24 = 5.28
m2
0.3*24.4 = 7.32
5*5 = 25.00 m2
5*5 = 25.00 m2 5*5 = 25.00 m
4.75*4.75*0.12 = 2.71
m3
（5.6*42+5.6*26+132*1.25）*0.395+5*4*1.2*0.617 = 230.40 kg
0.25*0.45*5 = 0.56
m3
3*5.6*1.58+2*5.6*0.888+35*1.5*0.395 = 57.23 kg
挑檐刷乳胶漆 贴面砖
雨篷梁 雨棚 钢筋 粉雨棚
院内回填土 室外地面
构造柱 防盗门 屋面
内墙粉刷 顶棚粉刷 外墙粉刷
刷乳胶漆 贴面砖
C25混凝土 钢筋
找坡层 20厚1:2.5水泥砂浆找
平 SBS防水层
粉刷 白色乳胶漆
踢脚线
刷水泥浆 粉刷
白色乳胶漆
粉刷 白色乳胶漆
水泥砂浆面层 碎石垫层 C10混凝土
15.48*15.48 = 239.63 m2
m3
5.9*0.8*0.08 = 0.38
m3
5.9*4*0.8 = 18.88 m2
5.5*4+4&#
m3
5*5*0.2 = 5.00
m3
5*5*0.1 = 2.50
m3
5.1*26*2*0.222 = 58.87 kg
5*5 = 25.00 m2
（12.04*4-2.24）*0.8 = 36.74 m2 11.24*4+4+12*0.8 = 58.56 m
0.3*2.24*0.25 = 0.17
m3
2*0.888*2.24 = 14.60 kg
1.2*12*0.395 = 5.69 kg
2.48*1.2*0.08+7.4*0.22*0.06 = 0.34 m3 17*2*0.395+9*3.3*0.395+7.4*0.222 = 26.80 kg
（0.24*3+0.06*0.12）*（11.24*4-2.24）+0.24*0.12*3*6 = 31.58 m3
0.36*（11.24*4-2.24） = 15.38 m2
（12.04*4-2.24）*0.8*0.05 = 1.84 m3 （12.04*4-2.24）*0.8*0.08 = 2.94 m3