S8=（15.8-0.4*3-0.35-0.25） *0.5*2-0.4*0.2-0.18*0.4+（15.8-0.4*3-0.35-0.25）11轴/A-E轴 *0.25 S9=（15.8-0.5-0.4*3-0.35）*0.5*2-（0.18*0.4+0.2*0.4*2）+（15.8-0.5-0.4*3-0.35）3轴/A-E轴 *0.25 17.35 16.96 S10=（15.8-0.4*3-0.5）*0.5*2-0.2*0.4+4轴/A-E轴 （15.8-0.4*3-0.5）*0.25 17.55 其它 S其它=S1+S2 36.13 S1=(12-0.25*3-0.2*2)*0.4*2+(12-0.25*3-0.2*2)*0.2+(6.8-0.25-0.2)*0.4*2*2 S2=(1.5-0.18)*0.4*2+(1.5-0.18)*0.25+(9-0.25*3)*0.4*3-0.18*0.4+(9-0.25*3)*0.25+(2.1-0.09-0.125) *0.4*2+(2.1-0.09-0.125)*0.18 S=S1+S2+S3+S4+S5+S6+S7+S8+S9+S10+S其它 S1=（12-0.4*3）*0.5*2-（0.2*0.4*2）+（12-0.4*3）E轴/2-4轴 *0.25 100m 2 1.61 13.34 129 A21-25 三层 S2=（12-0.5*3）*0.5*2-（0.18*0.4+0.2*0.4*2）+D轴/1-4轴 （12-0.5*3）*0.25 12.89 C轴/1-3轴 S3=（6-0.4-0.2）*0.5*2+（6*0.25） B轴/1-4轴 S4=（12-0.5*3）*0.5*2-0.18*0.4*2+（12-0.5*3）*0.25 6.90 12.98 A轴/1-4轴 S5=（12-0.5*3）*0.5*2-0.18*0.4+（12-0.5*3）*0.25 A-D轴/11-1轴 11轴/A-D轴 S7=（9-0.25*4-0.18）*0.18+（9-0.25*4-0.18）*0.4*2 S8=（15.8-0.4*3-0.35-0.25） S6=1.5*0.4*2*4+1.5*0.4*3 13.05 6.60 7.66 *0.5*2-0.4*0.2-0.18*0.4+（15.8-0.4*3-0.35-0.25）11轴/A-E轴 *0.25 17.35 S9=（15.8-0.5-0.4*3-0.35）*0.5*2- （0.18*0.4+0.2*0.4*2）+（15.8-0.5-0.4*3-0.35）3轴/A-E轴 *0.25 16.96 其它 S10=（15.8-0.4*3-0.5）*0.5*2-0.2*0.4+4轴/A-E轴 （15.8-0.4*3-0.5）*0.25 S其它=S1+S2 S1=(12-0.25*3-0.2*2)*0.4*2+(12-0.25*3-0.2*2)*0.2+(6.8-0.25-0.2)*0.4*2*2 17.55 36.13 S2=(1.5-0.18)*0.4*2+(1.5-0.18)*0.25+(9-0.25*3)*0.4*3-0.18*0.4+(9-0.25*3)*0.25+(2.1-0.09-0.125)*0.4*2+(2.1-0.09-0.125)*0.18 板 一层 S=S1+S2+S3+S4+S5+S6 S1=（6.8-0.2-0.25)*(12-0.25*3-0.2*2)-(0.25*0.4+0.1 5+0.25+0.25*0.15) 130 A21-49 100m 24.72 152.55 68.36 S2=(9-0.25*4-0.18)*(1.5-0.18) S3=(9-0.25*3)*(3.9-0.25-0.09)-(0.15*0.25*3) S4=(9-0.25*3-0.18)*(2.1-0.09-0.125)-(0.15*0.125 *2+0.35*0.075+0.125*0.15) 10.32 29.26 15.13 S5=(2.4-0.125-0.25)+(6-0.125-0.25)-(0.15*0.25+0.15*0.125+0.05*0.15*2) 7.58 二层 S6=(6.8-0.25-0.125)*(3.8-0.125-0.25)-(0.15*0.25*2+0.15*0.125+0.075*0.125) S=S1+S2+S3+S4+S5+S6 S1= 21.90 152.55 （6.8-0.2-0.25)*(12-0.25*3-0.2*2)-(0.25*0.4+0.15+0.25+0.25*0.15) 68.36 S2=(9-0.25*4-0.18)*(1.5-0.18) S3=(9-0.25*3)*(3.9-0.25-0.09)-(0.15*0.25*3) 10.32 29.26 S4=(9-0.25*3-0.18)*(2.1-0.09-0.125)-(0.15*0.125*2+0.35*0.075+0.125*0.15) 15.13 S5=(2.4-0.125-0.25)+(6-0.125-0.25)-(0.15*0.25+0.15*0.125+0.05*0.15*2) 7.58 S6=(6.8-0.25-0.125)*(3.8-0.125-0.25)-(0.15*0.25*2+0.15*0.125+0.075*0.125) S=S1+S2+S3+S4+S5+S6+S7 S1= 21.90 三层 167.16 （6.8-0.2-0.25)*(12-0.25*3-0.2*2)-(0.25*0.4+0.15+0.25+0.25*0.15) S2=(9-0.25*4-0.18)*(1.5-0.18) S3=(9-0.25*3)*(3.9-0.25-0.09)-(0.15*0.25*3) S4=(9-0.25*3-0.18)*(2.1-0.09-0.125)-(0.15*0.125 *2+0.35*0.075+0.125*0.15) 68.36 10.32 29.26 15.13 S5=(2.4-0.125-0.25)+(6-0.125-0.25)-(0.15*0.25+0.15*0.125+0.05*0.15*2) S6=(6.8-0.25-0.125)*(3.8-0.125-0.25)-(0.15*0.25 *2+0.15*0.125+0.075*0.125) S7=（6-0.125-0.125）*（2.8-0.125*2）- （0.25*0.075*2+0.15*0.1） S=S1+S2 7.58 21.90 100m 214.61 0.28 13.90 131 A21-62 楼梯 梯柱 S1=（1.955-0.18+3.920）*（2.8-0.18*2） S2=（2.95-0.18+3.080）*（2.8-0.18*2） S=（0.18+0.18）*2*（2.4+0.5）*2+（0.18+0.18）*2*1.8*2 100m 214.27 0.07 132 A21-14H 133 A21-14H 构造柱 S=（0.06+0.18+0.2）*2*（4.8+0.15-0.5） S=1.5*6.8 S=100m 100m 220.04 0.10 134 A21-66 台阶 135 A21-68 压顶 （1.5+12-0.09*2+15.8-0.09*2+12-0.09*2+1.5-0.09+6.8-0.09+9-0.09*2）+（5-0.09*2）*2 S=（1.5+12-0.09*2+15.8-0.09*2+12-0.09*2+1.5-0.09+反檐 6.8-0.09+9-0.09*2）*0.3+（5-0.09*2）*0.3*2 S=(15.8+12+1.5)*2*13.25 S=(4.5+6-0.18*2)*(6.8-0.18)+(6-0.18-0.06)*(9-0.12-0.18*3)+(3.9-0.18-0.06)*(9-0.18-0.12*2)+(2.1-0.12)*(9-0.18-0.12*2) 小计 A.22脚手架工程 综合钢脚手架 满堂脚手架(一层) 里脚手架100m 0.67 136 A21-67 100m 20.20 100㎡ 17.37 7.76 137 A22-3 138 A22-26 100㎡ 1.64 139 A22-28H (一层层高S=179.4*0.5 4.8) 100㎡ 100㎡ 100㎡ 100㎡ 0.90 3.99 0.81 0.67 15.76 140 A22-28 里脚手架 S=398.7 S=4.7*(15.8+1.5) 141 A22-22 单排脚手架 142 A22-33 靠脚手架安全挡板 小计 A.23垂直运输 建筑物20MS=5.8+13.5+9+1.5+6.8+12+2*4 143 A23-2 以内的垂直S=578.1 运输 100㎡ 5.78 5.78
小计