402厂房防腐漆涂刷面积计算书.doc

402厂房防腐(防火)漆涂刷面积计算书一、主体部分：1、钢梁（GL）GL1 20片 S1=0.35*1.059+0.338*1.034+0.025*2*1.059=0.77S2=0.95*0.984*2-0.984*0.012*2=1.85S3=0.338*0.984*2=0.67S4=0.169*0.984*4=0.67S5=（0.7252+0.9342）*0.169*4=0.8S6=（0.35*2-0.012）*（0.62+11.9392）=8.22S7=0.5*(0.8+1.1)*10.98*2=20.86S8=（0.35*2-0.012）*（0.5482+10.9642）=7.55GL1连接件S9=(1.25*0.45-0.35*0.25*2-0.95*0.012-0.219*0.012*6-0.125*0.012*6)=0.7 S10=(1.25+0.45)*2*0.072-(1+0.35)*2*0.036=0.15GL1肋板S11=(0.5*(0.05+0.125)*0.15+0.125*0.05)*2+(0.05+(0.052+0.1252) +0.05)*0.012*6*2=0.5 S12=0.5*0.05*0.2*2+(0.052+0.22)*0.012*4*2=0.1 S13=0.5*(0.05+0.219)*0.15+0.219*0.05*2+0.05+(0.2192+0.052) 开二次方+0.05*0.12*6*2=0.8 S总=43.64 S=43.64*20=872.8GL2 20片 S1=(0.35*4-0.012*2+0.756*2)*(11.9282+0.59642) =34.48 连接件S2=(1.05*0.38-0.35*0.022*2-0.756*0.012-0.184*0.012*6-0.125*0.012*2)*2=0.72 S3=(1.05+0.38)*0.036*2=0.1 肋板 S4=0.5*(0.075+0.13)*0.15+0.05*0.13*2+0.05+0.075（0.152+0.0552）*0.012 *4=0.19 S5=0.5*(0.075+0.2)*0.134+0.2*0.05*2+0.05+0.05+(0.152+0.1342) *0.012*6*2=0.72 S总=36.21 S=36.21*20=724.2GL3 20片 S1=(0.35*2-0.012)*(0.5372+11.4742)*2=15.81 S2=0.5*(0.8+1.1)*11.49*2=21.83 连接件 S3=0.72+0.1=0.82 肋板 S4=0.19+0.36*2=0.91S总=39.37 S=39.37*20=787.4GL4 20片 S1=15.81+21.83=37.64 连接件S2=(0.35+1.1)*2*0.85-0.2*0.012*6*2=2.44 S3=(1.36*0.48-0.35*0.025*2-1.1*0.012-0.13*0.012*6)*2*2=2.45 S4=(1.36+0.48)*2*0.065*2=0.48 肋板 S5=0.5*(0.05+0.2)*0.15*2+(0.05+1.732*0.15)*0.012*6*2*2=0.98 S6=0.5*0.2*0.234*2*(0.22+0.2342) *0.012*6*2*2=1.21 S7=0.5*0.06*0.2*2+(0.062+0.22)*0.012*4*2*2=0.23 中间板 S8=1*0.234*2*2=0.94S总=46.37 S=46.37*20=927.4GL5 10片 S1=(0.35*2-0.012)*(0.032+5.9582)*2*2=16.4 S2=0.5*(0.8+1.1)*5.96*2*2=22.65 连接件S3=(0.72+0.1)*2=1.66 肋板 S4=0.91*2=1.82 S5=1.05*0.338*2=0.71S总=43.24 S=43.24*10=432.4GL6 2片S总=(0.25*4-0.09*2+0.25*2)*7.988-0.169*0.25*4*2=10.21S=10.21*2=20.42 GL7 1轴9片 (2片) S1=(0.3*4-0.01*2+0.5*2)*(0.562+11.22) *2=48.88 柱头 S2=(0.35*4-0.012*2)*0.55-0.35*(0.016*4+0.014*2)*2=1.45 S3=0.5*0.8*2*2=1.6 S4=(0.35*4-0.012*2)*0.8*2=2.20 肋板 S5=0.145*0.472*4*2=0.55 (2片) S6=(0.3*4-0.01*2+0.5*2)*(0.62+122) *2=52.36 (4片) S7=(0.3*4-0.01*2+0.5*2)*(0.57752+11.552) *4=100.8 连接 S8=(0.35*4-0.012*2)*0.55-0.35*(0.016*4+0.014*4)*2=1.43 S9=0.5*0.9*2*2=1.8 S10=(0.35*4-0.012*2)*0.9*2=2.48 肋板 S11=0.169*0.468*4*2=0.63 (1片) S12=(0.3*4-0.01*2+0.5*2)*(0.32+62) *2=26.2 柱顶加板S13=(0.5*0.3*2-0.3*0.3-0.25*0.025*2-0.4*0.012)*12=2.31S=242.6912轴12片(2片) S1=(0.3*4-0.01*2+0.5*2)*(0.412+8.22) *2=35.8柱头、肋板S2=1.45+1.6+2.2+0.55=5.8(4片) S3=(0.3*4-0.01*2+0.5*2)*(0.452+92) *4=78.57(4片) S4=(0.3*4-0.01*2+0.5*2)*(0.4052+8.12) *4=70.72连接 S5=1.43+1.8+2.48+0.63=6.34(2片) S6=(0.3*4-0.01*2+0.5*2)*(0.452+92) *2=39.28柱顶加板S7=(0.5*0.3*2-0.3*0.3-0.25*0.025*2-0.4*0.012)*8=1.54S=238.05钢梁合计S=4245.562、钢柱（GZ）：GZ1 20根 S1=0.5*(0.45+0.95)*8.72*2=12.21 S2=(0.352-0.012+0.025*2)*8.72=6.44 S3=(8.722+0.52) *(0.35*2-0.012+1)*2*0.025=6.44S总=25.09 S=25.09*20=501.8GZ2 24根 S1=(0.35*4-0.012*2+0.9*2)*10.465=33.24(211轴) S总=33.24*20=664.8 S1=(0.35*4-0.012*2+0.9*2)*11.065=35.14(112轴) S总=35.14*4=140.56S=805.36GZ3 20根 S1=(0.3*4-0.01*2+0.5*2)*(9.655+10.015+10.735+11.455+11.815-0.03*6)*2=278.48 S2=(0.3*4-0.01*2+0.5*2)*(9.695+10.095+10.495+11.695-0.03*4)182.51S=460.99GZ4 4根 S1=0.5(0.45+0.75)*9.265*2=11.12 S2=(0.352-0.012+0.025*2)*9.265=6.84 S3=(9.2652+0.32) *2*（0.035*2-0.012+0.025）=13.22钢梁合计S=1892.873、柱间支撑(ZC)：ZC-1 3根 S1=3.14*0.22*(3.6052+4.272) )*4+3.6*2=20.42端头板S2=（0.338*2+0.012）*1.05*2=1.44 S3=0.5*(0.77+0.85)*0.3+0.5*(0.12+0.3)*0.15*2*2=1.10 S4=0.9*0.348*2*2=1.25 S5=(0.338*2+0.012)*0.75*2=1.03 S6=0.5*(0.055+0.165)*0.235+0.5*0.14*0.165*2*2=0.15S总=25.39 S=25.39*3=76.17ZC-2 4根 S1=3.14*0.22*(3.6052+5.172) )*4+3.6*2=22.38端头板S2=0.338*0.85*2*2=1.15 S3=0.75*0.302*2*2=0.91 S4=0.85*0.338*2*2=1.15 S5=0.5*(0.245+0.36)*0.17*2*2=0.21 S6=0.348*0.85*2*2=1.18S总=26.98 S=26.98*4=107.92ZC-3 1根 S1=3.14*0.22*(3.372+4.272) )*4+(0.25*4+0.222)*8-3.14*0.112*4=24.66端头板S2=0.222*0.12*2*5*2=0.53 S3=0.3*0.75*2*2=0.9 S4=0.15S总=26.24 S=26.24*1=26.24柱间支撑合计S=210.33吊车轨道 S1=（0.142*4-0.0105*2+0.4*2）*8*21-0.35*0.4*21*2=220.42车档 3 4、水平系杆(ST):A轴 ST-1 18根 S1=0.34*0.168*(8.77*2+7.77*7)*2=75.89 S2=(0.21*4*0.02+0.21*0.21-3.14*0.842+0.015*0.168*2)*36=1.58S总=77.47 ST-2 2根 S1=0.34*018*7.05*2=7.97 S2=(0.22*4*0.02+0.22*0.22-3.14*0.092+0.015*0.18*2)*4=0.18S总=8.15 S=85.62 D轴同A轴 S=85.62 B、C轴 ST-1 36根 S=77.47*2=154.94 ST-2 4根 S1=3.14*0.18*7.02*4=15.87 S2=0.18*2=0.36 B轴：S=171.17水平系杆合计S=342.415、隅撑：88根隅撑合计S=0.063*4*（2）*0.5*88=15.68二、屋面部分：1、屋面支撑(SC): SC-1 9米跨十字撑 1-2轴 2根S1=0.09*2*(8.882+7.082) *2-0.13=4.07 S2=(0.12*0.38+0.5*0.145*0.03*4)*2-0.09*(0.125*2+0.44)=0.05 S3=0.3*0.15+0.5*(0.3+0.172)*0.64*2-0.09*0.15*2*4=1.21 S=5.33*2=10.6611-12轴 2根S1=0.09*2*(8.882+7.882) *2-0.13=4.25 S2=0.05 S3=1.21 S=5.51*2=11.02 96米跨十字撑 10根 S1=0.09*2*(8.882+5.882) *2-0.13=3.81 S2=0.05+1.21=1.26 S=5.07*10=50.7 9米跨一字撑 1-2轴 25根 4.8米距 6根 S=0.09*2*(8.882+4.682) *6=10.86 3.6米距 6根S=0.09*2*(8.882+3.482) *6=10.322.4米距 6根S=0.09*2*(8.882+2.282) *6=9.91.2米距3根S=0.09*2*(8.882+1.082) *3=9.666米距 4根S=0.09*2*(8.882+5.882) *4=7.6811-12轴 8根4米距 4根 S=0.09*2*(8.882+3.882) *4=6.96 2米距 2根S=0.09*2*(8.882+1.882) *6=3.266米距 6根S=1.92*2=3.84 连接件 S=0.3*(33*2-2-4)=18S=80.48 8米跨十字撑6米距42根 S=0.09*2*(7.882+5.882) *2-0.13=3.52*42=147.65 一字撑6米距36根S=0.09*2*(7.882+5.882) =1.77*36=63.70连接件 S=0.3*98+0.05*42=31.5SC-1合计S=395.712、水平系杆(ST)： ST-1 1.2米距 3根 S=3.14*0.168*(8.882+1.082) =4.72*3=14.16 9 米距 16根 S=3.14*0.168*8.88=4.68*16=74.88 8米距 163根 S=3.14*0.168*7.88=4.16*163=677.57S=766.61 ST-2 6根 S=3.14*0.18*7.88=4.55*6=26.72水平系杆合计S=793.333、屋面檩条：PU-1 S=(0.15*4-0.003*2+0.2*2)*(8.7*74*2+7.7*10*9)=1968.72PU-2 S=(0.1*4-0.003*2+0.2*2)*7.7*64*9=3521.55屋面檩条合计S=5490.274、拉条：LT-1 1.4米 S=3.14*0.012*1.5*8*2*11=9.95 1.5米 S=3.14*0.012*1.6*60*2*11=79.58 S=89.53LT-2 1.4米 S=3.14*(0.032*1.4*0.05*2*0.012)*2*2*11=6.36 1.5米 S=3.14(0.032*1.5*0.05*2*0.012)*2*2*11=6.80 S=89.53XLT 88个S=3.14*0.012*(1.42+2.722) +(1.52+2.72) *8+(1.42+2.22) 开二次方(1.52+2.22) *36=7.64 拉条合计S=110.335、隅撑： S1=0.05*4*1.414*0.45*2*36*22=201.58 S2=0.5*(0.08+0.11)*0.1+0.5*0.22*0.1*2-0.05*2*0.1*2*36*22=49.1 S3=0.35*0.075+(0.075*2+0.35)*0.008-0.05*0.05*4*36*22=16.04 S=266.72三、墙面部分：1、墙面檩条(C型钢)： A轴 QL1 9米距 S=0.2+(0.07+0.02)*2*2*(9.275*7+5.275+8.275)+(9.275*9+7.775)=129 8米距 S=0.2+(0.07+0.02)*2*2*8*(9*2+7*7)-4*3*2+1*2*13=408.88 托架 S1=(0.1*2*2*0.3-0.1*0.2*2)*(9+10)=1.52 S2=0.5*(0.03+0.1)*0.23+0.1*0.07*2+0.03+(0.032+0.12) 开二次方+0.07*0.008*64=2.91 S3=(0.7*0.2*2-0.2*0.008*2)*64=1.59 S4=(0.1*4*0.3-0.1*0.2*2)*23=1.84 S=545.74D轴 QL1 9米距 S=0.2+(0.07+0.02)*2*2*(9.275*9+7.775+9.275*9)=132.79 8米距 S=0.38*2*8*(9*2+7*7)-4*3*2+1*2*5+0.5+2*2-1*2-1.5=391.4 托架 S1=(0.1*2*2*0.3-0.1*0.2*2)*(9+10)=1.52 S2=0.5*(0.03+0.1)*0.23+0.1*0.07*2+(0.03+0.1+0.07)*0.008*65=2.96 S3=(0.7*0.2*2-0.2*0.008*2)*65=1.61 S4=(0.1*4*0.3-0.1*0.2*2)*23=1.84 S=532.12墙面檩条合计S=1077.86 1轴 QL1 S=0.38*2*7.5*8*2+7.2*(8+9*3+10*2)*2+10-2*4-2.6*34-2.2*4=667.89 托架 S1=(0.1*2*2*0.469-0.1*0.02*2)*8*2=2.36S2=0.5*(0.05+0.2)*0.405+0.2*0.07*2+(0.05+0.43+0.07)*0.008*2*18=2.48S3=(0.269*0.2*2-0.2*0.008)*18=1.91S4=(0.1*4*0.469-0.1*0.2*2)*2=0.30S5=0.5*(0.03+0.1)*0.23+0.1*0.07*2+(0.03+0.1+0.07)*0.008*108=4.91S6=(0.1*0.2*2-0.2*0.008)*108=4.15S7=(0.1*4*0.3-0.1*0.2*2)*2=0.16S=684.1612轴 QL1 S=0.38*2*8.3*9*2+8*9*4+1*30-2*5-3*(15+7*2)-1*2=279.98 托架 S1=(0.1*2*2*0.469-0.1*0.0*2)*9*2=2.66S2=0.5*(0.03+0.1)*0.23+0.1*0.07*2+(0.03+0.1+0.07)*0.008*48=2.18S3=(0.1*0.2*2-0.2*0.008)*48=1.84S=286.6612轴 QL2 S=(0.2+0.15)*2*8*2+12*(8*2+9*3)-5*4=358.40 托架 S1=(0.25*0.269*2-0.25*0.008)*16*2=2.12S2=0.5*(0.05+0.2)*0.405+0.2*0.07*2+(0.05+0.43+0.07)*0.008*2*16=2.21S3=0.85*0.169*2*16=4.60S4=0.5*(0.03+0.1)*0.23+0.1*0.07*2+(0.03+0.24+0.07)*0.008*36=1.23S5=(0.1*0.25*2-0.25*0.01)*36=1.72S=370.282、拉条(LT): LT1 A轴 S=3.14*0.012(1.1*38+0.8*14+1.35*14+0.6*4)=2.80 D轴 S=3.14*0.012*(0.6*4+1.1*4.2+0.8*14+1.35*14)=2.97S=5.77LT2 A轴 S1=3.14*0.032(1*13+2*2+0.7*14+1.25*14)=4.45 S2=3.14*0.012*0.1*(13+2+14+14) =1.62 D轴 S1=3.14*0.032*(1*15+0.7*14+1.25*14)=4.25S2=3.14*0.012*0.1*(13+2+14+14) =1.62 S=11.94 拉条合计S=17.71 LT1 1轴 S=3.14*0.012*(1.1*72+1.35*26)=4.31 12轴 S=3.14*0.012*(1.1*12+0.9*10+1*10)=1.21S=5.52LT2 1轴 S=3.14*0.032*(1.25*26+1*10)+3.14*0.012*0.1*36=4.4112轴 S=3.14*0.032*0.8*10=0.80S=5.213、斜拉杆(XLT)： A轴 S1=3.14*0.012*(12+32) 开二次方+0.5*2*16=1.91S2=3.14*0.012*(12+12) 开二次方+0.5*2=0.06S3=3.14*0.012*(12+0.52) 开二次方+0.5*2 =0.05S4=3.14*0.012*(12+1.32) 开二次方+0.5*2=0.07S5=3.14*0.012*(12+1.22) 开二次方+0.5*2=0.06S6=3.14*0.012*(0.72+2.62) 开二次方+0.5*2*14=1.47S7=3.14*0.012*(1.252+2.62) 开二次方+0.5*2*14=1.57S8=3.14*0.012*(12+1.62) 开二次方+0.5*2*2=0.15S=5.34D轴 S1=3.14*0.012*(12+32) 开二次方+0.5*2*8=0.96S2=3.14*0.012*(12+2.62) 开二次方+0.5*2*6=0.65S3=3.14*0.012*(12+1.62) 开二次方+0.5*2*2 =0.15S4=3.14*0.012*(0.72+2.62) 开二次方+0.5*2*14=1.47S5=3.14*0.012*(1.252+2.62) 开二次方+0.5*2*14=1.57S6=3.14*0.012*(1.252+12) 开二次方+0.5*2*2=0.13S7=3.14*0.012*(12+0.752) 开二次方+0.5*2*2=0.1S=5.03斜拉杆合计S=10.37 1轴 S1=3.14*0.012*(12+2.42) 开二次方+0.5*2*28=2.85S2=3.14*0.012*(1.252+2.42) 开二次方+0.5*2*28=2.96S=5.8112轴 S1=3.14*0.012*(12+2.42) 开二次方+0.5*2*12=1.22S2=3.14*0.012*(0.82+2.42) 开二次方+0.5*2*28=1.98S=3.2斜拉杆合计S=9.014、门柱、窗柱：MZ-1 S=0.2+(0.07+0.02)*2*2*(3*2*6+4*2*4)=51.68MZ-1 S=0.38*2*(2.7*2*2+3*2)=12.77MZ-2 S=0.2+0.73*2*2*7.5*2*3=31.14CZ-1 S=0.2+(0.07+0.02)*2*2*2*(2*5.9-4)=173.28CZ-1 S=0.38*2*2*2*(38+48)-2=258.4门窗柱合计S=527.27四、污水处理间、研磨间：KZ-1 S=0.3*4*(6.94+0.72)*10=91.92KL-2 长边 S=(0.25*4-0.01*2+0.5*2)*10.5-0.25*0.016*4-0.648*0.01*2*2=41.53短边 S=(0.25*4-0.01*2+0.5*2)*7.36-0.25*0.016*4-0.648*0.01*2*3=43.64S=85.17KL-3 长边 S=(0.25*4-0.008*2+0.4*2)*6.70-0.25*0.014*4-0.372*0.008*2*6=71.60短边 S=(0.25*4-0.008*2+0.4*2)*7.36-0.25*0.014*4-0.372*0.008*2*2=26.22S=97.82GL-4 S=(0.25*4-0.008*2+0.35*2)*32.192-(0.25*0.016*2+0.01*0.468)*4*2=108.32电动葫芦轨道S=(0.25+0.078*2)*2*17.8=14.45吊挂点 S=0.25(0.16-0.116)*2+(0.238*2+0.148*2)*0.53*8=3.45污水处理间、研磨间合计S=401.13五、变电站及制冷换热站： 一层： KZ-1 S=0.3*4*(4.41+0.72)*12=73.87KL-1 长边 S=(0.3*4-0.01*2+0.55*2)*6.90-0.3*0.016*4-0.518*0.01*2*2=31.40短边 S=(0.3*4-0.01*2+0.55*2)*7.36-0.3*0.016*4-0.518*0.01*2*4=67.00S=98.40KL-3 长边 S=(0.25*4-0.008*2+0.4*2)*6.90-0.25*0.016*4-0.372*0.008*2*8=98.30短边 S=(0.25*4-0.008*2+0.4*2)*7.36-0.25*0.016*4-0.372*0.008*2*2=26.22S=124.52 GL-1 S=(0.3*4-0.01*2+0.55*2)*7.65=17.44GL-3 S=(0.25*4-0.008*2+0.4*2)*35.792-(0.3*0.016*2+0.518*0.016)*5*2-3.57=121.02 GL-5 S=(0.25*6-0.009*2)*3.561*3+(2.501*2+2.185*2+1.691)*2=48.62二层： KZ-1 S=0.3*4*3.6*2=8.64KZ-2 S=(0.25*4-0.008*2+0.3*2)*3.66*2=11.59 柱脚肋板 S=0.5*(0.005+0.15)*0.008+0.15*0.05*2*4*2=0.25S=20.48KL-4 长边 S=(0.25*4-0.008*2+0.35*2)*3.27*2=11.01短边 S=(0.25*4-0.008*2+0.35*2)*7.36*2=24.79S=35.80 GL-5 S=(0.25*6-0.009*2)*3.562=5.28变电站及制冷换热站S=545.43六、空压站钢框架：KZ-1 S=0.3*4*(4.44+0.72)*6=37.15KL-1 长边 S=(0.25*4-0.01*2+0.5*2)*5.80*3=34.45短边 S=(0.25*4-0.01*2+0.5*2)*7.70*4=67.00S=95.43 GL-2 S=(0.25*4-0.01*2+0.5*2)*15.99-0.25*0.016*2-0.468*0.01=31.65GL-4 S=(0.25*4-0.008*2+0.35*2)*7.99=13.46 GL-5 S=(0.25*6-0.009*2)*3.04*3=13.5211-12轴钢框架一层 KZ-3 S=0.35*4*(4.41+0.72)*24=172.37KZ-3a S=0.35*4*(4.41+0.72)*8=57.46S=229.83KL-1 长边 S=(0.3*4-0.01*2+0.55*2)*11.65*2=53.12短边 S=(0.3*4-0.01*2+0.55*2)*7.26*410=165.53S=218.65KL-3 长边 S=(0.25*4-0.008*2+0.4*2)*(7.65*10+3.65*4)*2=325.04短边 S=(0.25*4-0.008*2+0.4*2)*7.26*2=25.69S=350.94KL-6 S=(0.3*4-0.012*2+06*2)7.26*4=69.00GL-1 S=(0.3*4-0.01*2+0.55*2)*(7.988*2+11.99*2)=91.10GL-3 S=(0.25*4-0.008*2+0.4*2)*(15.766*2+15.989*2)-(0.3*0.016*2+0.518*0.01)*4*2=226.39GL-4 S=(0.25*4-0.008*2+0.35*2)*(3.99*6+5.656*2)-(0.3*0.022*2+0.556*0.012)*2*2=59.30GL-5 S=(0.25*6-0.009*2)*(2.132+2.665)*2=14.22GL-6 S=(0.3*4-0.012*2+0.6*2)*7.988*2=37.96 一层钢框架S=1297.39二层 KZ-2 S=(0.25*4-0.008*2+0.3*2)*3.3*6=31.36KZ-3、3a S=0.35*4*3.3*6=27.72S=59.08KL-3 长边 S=(0.25*6-0.009*2)*(11.5+11.3)*2=67.58短边 S=(0.25*6-0.009*2)*5.335*6=47.44S=115.02二层钢框架S=174.11、2号楼梯 TL-1 S=(0.078*2+0.25)*2*(4.932+2.72) 开二次方*2*(3.192+1.82) 开二次方*2*2=30.14TL-2 S=0.075*4*4.3*2*2=5.16踏步 S=4.93+3.19+0.15(18+12)1.55*2*2=78.24 平台 S=1.675*3.35*2=11.22S=124.76空压站S=1596.25七、冷却塔钢框架： JKZ-1 S=(0.25*6-0.009)*2.11*10=31.46 JKL-1 1-2轴 S1=(0.2*4-0.006*2+0.25*2)*5*3=19.32 S2=(0.2*4-0.006*2+0.25*2)*(3.816+6.316)*2=26.10S=45.425-6轴 S1=(0.2*4-0.006*2+0.25*2)*4*2=10.30 S2=(0.2*4-0.006*2+0.25*2)*2.741*2=7.06S=17.36JGL-1 1-2轴 S=(0.2*4-0.006*2+0.25*2)*5.244*4=27.02 5-6轴 S=(0.2*4-0.006*2+0.25*2)*4.244*2=10.93 S=37.95JGL-1 1-2轴 S=(0.1*4-0.006*2+0.15*2)*(5.244+1.569*2+5.094*2)=12.78 5-6轴 S=(0.1*4-0.006*2+0.15*2)*1.694*2=2.33 S=15.11花纹钢板 S1=(5.5*10.4-3.76*4.9-0.75*0.4*2-3.16*1.55)*2=66.56 S2=(4.5*3-3.21*1.5)*2=17.37S=83.93冷却塔钢框架S=231.23八、柱脚：1、 ZJ1 16个 S1=0.49*0.64-0.35*0.025*2-0.45*0.012=0.29 S2=0.5*0.19*0.3*4+(4.932+2.72) 开二次方-0.3-0.19*0.012*2=0.11S=0.4*16=6.42、 ZJ1a 8个 S=0.4*16=3.23、 ZJ2 16个 S1=0.49*1.04-0.35*0.025*2-0.85*0.012=0.48 肋板 S2=0.11*3=0.33S=0.81*16=12.964、 ZJ2a 8个S=0.81*8=6.485、 ZJ3 20个S1=0.55*0.35-0.25*0.016*2-0.418*0.01=0.18 S2=0.5*0.16*0.3*4+(0.162+0.32) 开二次方-0.3-0.16*0.012*2=0.09S=0.27*20=5.4 6、 ZJ4 28个S1=0.63*0.63-0.3*0.3=0.31 S2=0.5*(0.15+0.3)*0.115+0.3*0.005*2+0.05+(0.1152+0.152) 开二次方+0.15-0.165-0.3*0.012*8=0.65S=0.96*28=26.88 7、 ZJ5 32个S1=0.68*0.68-0.35*0.35=0.34肋板 S2=0.65/8*12=0.98S=1.32*32=42.24柱脚合计S=103.56402厂房增加除锈刷漆项目序号 项目名称 材 料 长 度 数 量 件面积 总面积 一、室外部分：1、 屋面阳光板压条 5#角钢 L=1.7米 72*11=792件 0.34平方米 269.28平方米2、 通风口支架 标准图集3、 雨棚支架底座 300*150槽钢 L=3米 4 件 3.6平方米 14.4平方米 300*150槽钢 L=5米 2 件 6平方米 12平方米4、 外墙底部压边 5#角钢 L=359米 5、 室外爬梯 20圆钢 L=0.65米 26*2 0.041平方米 2.13平方米 7#角钢 L=0.5米 8*2