402厂房防腐漆涂刷面积计算书

'402厂房防腐(防火)漆涂刷面积计算书一、主体部分：1、钢梁（GL）GL120片S1=0.35*1.059+0.338*1.034+0.025*2*1.059=0.77㎡S2=0.95*0.984*2-0.984*0.012*2=1.85㎡S3=0.338*0.984*2=0.67㎡S4=0.169*0.984*4=0.67㎡S5=（0.7252+0.9342）²*0.169*4=0.8㎡S6=（0.35*2-0.012）*（0.62+11.9392）²=8.22㎡S7=0.5*(0.8+1.1)*10.98*2=20.86㎡S8=（0.35*2-0.012）*（0.5482+10.9642）²=7.55㎡GL1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=0.15㎡GL1肋板S11=[(0.5*(0.05+0.125)*0.15+0.125*0.05)*2+(0.05+(0.052+0.1252)²+0.05)*0.012]*6*2=0.5㎡S12=[0.5*0.05*0.2*2+(0.052+0.22)²*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=872.8㎡GL220片S1=(0.35*4-0.012*2+0.756*2)*(11.9282+0.59642)²=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)²]*0.012｝*6*2=0.72㎡S总=36.21㎡∑S=36.21*20=724.2㎡GL320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=0.91㎡S总=39.37㎡∑S=39.37*20=787.4㎡GL420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)²*0.012]*6*2*2=1.21㎡S7=[0.5*0.06*0.2*2+(0.062+0.22)²*0.012]*4*2*2=0.23㎡ 中间板S8=1*0.234*2*2=0.94㎡S总=46.37㎡∑S=46.37*20=927.4㎡GL510片S1=(0.35*2-0.012)*(0.032+5.9582)²*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=0.71㎡S总=43.24㎡∑S=43.24*10=432.4㎡GL62片S总=(0.25*4-0.09*2+0.25*2)*7.988-0.169*0.25*4*2=10.21㎡∑S=10.21*2=20.42㎡GL71轴9片(2片)S1=(0.3*4-0.01*2+0.5*2)*(0.562+11.22)²*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*2=52.36㎡(4片)S7=(0.3*4-0.01*2+0.5*2)*(0.57752+11.552)²*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*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=2.31㎡∑S=242.69㎡12轴12片(2片)S1=(0.3*4-0.01*2+0.5*2)*(0.412+8.22)²*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)²*4=78.57㎡(4片)S4=(0.3*4-0.01*2+0.5*2)*(0.4052+8.12)²*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*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=1.54㎡∑S=238.05㎡钢梁合计∑S=4245.56㎡2、钢柱（GZ）：GZ120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)²*(0.35*2-0.012+1)*2*0.025=6.44㎡S总=25.09㎡∑S=25.09*20=501.8㎡GZ224根S1=(0.35*4-0.012*2+0.9*2)*10.465=33.24㎡(2~11轴)S总=33.24*20=664.8㎡S1=(0.35*4-0.012*2+0.9*2)*11.065=35.14(1~12轴)S总=35.14*4=140.56㎡∑S=805.36㎡GZ320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)182.51㎡∑S=460.99㎡GZ44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*2*（0.035*2-0.012+0.025）=13.22㎡钢梁合计∑S=1892.87㎡3、柱间支撑(ZC)：ZC-13根S1=3.14*0.22*[(3.6052+4.272)²)*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=0.15㎡S总=25.39㎡∑S=25.39*3=76.17㎡ZC-24根S1=3.14*0.22*[(3.6052+5.172)²)*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=1.18㎡S总=26.98㎡∑S=26.98*4=107.92㎡ZC-31根S1=3.14*0.22*[(3.372+4.272)²)*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=0.15㎡S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-118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=1.58㎡ S总=77.47㎡ST-22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=0.18㎡S总=8.15㎡∑S=85.62㎡D轴同A轴∑S=85.62㎡B、C轴ST-136根∑S=77.47*2=154.94㎡ST-24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=342.41㎡5、隅撑：88根隅撑合计∑S=0.063*4*（2）²*0.5*88=15.68㎡二、屋面部分：1、屋面支撑(SC):SC-19米跨十字撑1-2轴2根S1=0.09*2*[(8.882+7.082)²*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=10.66㎡11-12轴2根S1=0.09*2*[(8.882+7.882)²*2-0.13]=4.25㎡S2=0.05㎡S3=1.21㎡∑S=5.51*2=11.02㎡9×6米跨十字撑10根S1=0.09*2*[(8.882+5.882)²*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)²]*6=10.86㎡3.6米距6根S=0.09*2*[(8.882+3.482)²]*6=10.32㎡2.4米距6根S=0.09*2*[(8.882+2.282)²]*6=9.9㎡1.2米距3根S=0.09*2*[(8.882+1.082)²]*3=9.66㎡6米距4根S=0.09*2*[(8.882+5.882)²]*4=7.68㎡11-12轴8根4米距4根S=0.09*2*[(8.882+3.882)²]*4=6.96㎡2米距2根S=0.09*2*[(8.882+1.882)²]*6=3.26㎡ 6米距6根S=1.92*2=3.84㎡连接件S=0.3*(33*2-2-4)=18㎡∑S=80.48㎡8米跨十字撑6米距42根S=0.09*2*[(7.882+5.882)²*2-0.13]=3.52㎡*42=147.65㎡一字撑6米距36根S=0.09*2*(7.882+5.882)²=1.77㎡*36=63.70㎡连接件S=0.3*98+0.05*42=31.5㎡SC-1合计∑S=395.71㎡2、水平系杆(ST)：ST-11.2米距3根S=3.14*0.168*(8.882+1.082)²=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=677.57㎡∑S=766.61㎡ST-26根S=3.14*0.18*7.88=4.55㎡*6=26.72㎡水平系杆合计∑S=793.33㎡3、屋面檩条：PU-1S=(0.15*4-0.003*2+0.2*2)*(8.7*74*2+7.7*10*9)=1968.72㎡PU-2S=(0.1*4-0.003*2+0.2*2)*7.7*64*9=3521.55㎡屋面檩条合计∑S=5490.27㎡4、拉条：LT-11.4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=89.53㎡LT-21.4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=89.53㎡XLT88个S=3.14*0.012*{[(1.42+2.722)²+(1.52+2.72)²]*8+[(1.42+2.22)开二次方(1.52+2.22)²]*36}=7.64㎡拉条合计∑S=110.33㎡5、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QL19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=545.74㎡ D轴QL19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QL1S=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=2.36㎡S2={[0.5*(0.05+0.2)*0.405+0.2*0.07]*2+(0.05+0.43+0.07)*0.008*2}*18=2.48㎡S3=(0.269*0.2*2-0.2*0.008)*18=1.91㎡S4=(0.1*4*0.469-0.1*0.2*2)*2=0.30㎡S5={[0.5*(0.03+0.1)*0.23+0.1*0.07]*2+(0.03+0.1+0.07)*0.008}*108=4.91㎡S6=(0.1*0.2*2-0.2*0.008)*108=4.15㎡S7=(0.1*4*0.3-0.1*0.2*2)*2=0.16㎡∑S=684.16㎡12轴QL1S=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=2.66㎡S2={[0.5*(0.03+0.1)*0.23+0.1*0.07]*2+(0.03+0.1+0.07)*0.008}*48=2.18㎡S3=(0.1*0.2*2-0.2*0.008)*48=1.84㎡∑S=286.66㎡12轴QL2S=(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=2.12㎡S2={[0.5*(0.05+0.2)*0.405+0.2*0.07]*2+(0.05+0.43+0.07)*0.008*2}*16=2.21㎡S3=0.85*0.169*2*16=4.60㎡S4={[0.5*(0.03+0.1)*0.23+0.1*0.07]*2+(0.03+0.24+0.07)*0.008}*36=1.23㎡S5=(0.1*0.25*2-0.25*0.01)*36=1.72㎡∑S=370.28㎡2、拉条(LT):LT1A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)=2.97㎡∑S=5.77㎡LT2A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)=4.25㎡S2=3.14*0.012*0.1*(13+2+14+14)=1.62㎡∑S=11.94㎡拉条合计∑S=17.71㎡LT11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)=1.21㎡∑S=5.52㎡LT21轴S=3.14*0.032*(1.25*26+1*10)+3.14*0.012*0.1*36=4.41㎡12轴S=3.14*0.032*0.8*10=0.80㎡∑S=5.21㎡3、斜拉杆(XLT)：A轴S1=3.14*0.012*[(12+32)开二次方+0.5*2]*16=1.91㎡ S2=3.14*0.012*[(12+12)开二次方+0.5*2]=0.06㎡S3=3.14*0.012*[(12+0.52)开二次方+0.5*2]=0.05㎡S4=3.14*0.012*[(12+1.32)开二次方+0.5*2]=0.07㎡S5=3.14*0.012*[(12+1.22)开二次方+0.5*2]=0.06㎡S6=3.14*0.012*[(0.72+2.62)开二次方+0.5*2]*14=1.47㎡S7=3.14*0.012*[(1.252+2.62)开二次方+0.5*2]*14=1.57㎡S8=3.14*0.012*[(12+1.62)开二次方+0.5*2]*2=0.15㎡∑S=5.34㎡D轴S1=3.14*0.012*[(12+32)开二次方+0.5*2]*8=0.96㎡S2=3.14*0.012*[(12+2.62)开二次方+0.5*2]*6=0.65㎡S3=3.14*0.012*[(12+1.62)开二次方+0.5*2]*2=0.15㎡S4=3.14*0.012*[(0.72+2.62)开二次方+0.5*2]*14=1.47㎡S5=3.14*0.012*[(1.252+2.62)开二次方+0.5*2]*14=1.57㎡S6=3.14*0.012*[(1.252+12)开二次方+0.5*2]*2=0.13㎡S7=3.14*0.012*[(12+0.752)开二次方+0.5*2]*2=0.1㎡∑S=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=2.85㎡S2=3.14*0.012*[(1.252+2.42)开二次方+0.5*2]*28=2.96㎡∑S=5.81㎡12轴S1=3.14*0.012*[(12+2.42)开二次方+0.5*2]*12=1.22㎡S2=3.14*0.012*[(0.82+2.42)开二次方+0.5*2]*28=1.98㎡∑S=3.2㎡斜拉杆合计∑S=9.01㎡4、门柱、窗柱：MZ-1S=[0.2+(0.07+0.02)*2]*2*(3*2*6+4*2*4)=51.68㎡MZ-1S=0.38*2*(2.7*2*2+3*2)=12.77㎡MZ-2S=[0.2+0.73*2]*2*7.5*2*3=31.14㎡CZ-1S=[0.2+(0.07+0.02)*2]*2*2*(2*5.9-4)=173.28㎡CZ-1S=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-1S=0.3*4*(6.94+0.72)*10=91.92㎡KL-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=43.64㎡∑S=85.17㎡KL-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=26.22㎡∑S=97.82㎡GL-4S=[(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-1S=0.3*4*(4.41+0.72)*12=73.87㎡KL-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=67.00㎡∑S=98.40㎡KL-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=26.22㎡∑S=124.52㎡GL-1S=(0.3*4-0.01*2+0.55*2)*7.65=17.44㎡GL-3S=(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-5S=(0.25*6-0.009*2)*[3.561*3+(2.501*2+2.185*2+1.691)*2]=48.62㎡二层：KZ-1S=0.3*4*3.6*2=8.64㎡KZ-2S=(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=0.25㎡∑S=20.48㎡KL-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=24.79㎡∑S=35.80㎡GL-5S=(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-1S=0.3*4*(4.44+0.72)*6=37.15㎡KL-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=67.00㎡∑S=95.43㎡GL-2S=(0.25*4-0.01*2+0.5*2)*15.99-0.25*0.016*2-0.468*0.01=31.65㎡GL-4S=(0.25*4-0.008*2+0.35*2)*7.99=13.46㎡GL-5S=(0.25*6-0.009*2)*3.04*3=13.52㎡11-12轴钢框架一层KZ-3S=0.35*4*(4.41+0.72)*24=172.37㎡KZ-3aS=0.35*4*(4.41+0.72)*8=57.46㎡∑S=229.83㎡KL-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=165.53㎡∑S=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=25.69㎡∑S=350.94㎡KL-6S=(0.3*4-0.012*2+06*2)7.26*4=69.00㎡GL-1S=(0.3*4-0.01*2+0.55*2)*(7.988*2+11.99*2)=91.10㎡GL-3S=(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=226.39㎡GL-4S=(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=59.30㎡GL-5S=(0.25*6-0.009*2)*(2.132+2.665)*2=14.22㎡GL-6S=(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-2S=(0.25*4-0.008*2+0.3*2)*3.3*6=31.36㎡KZ-3、3aS=0.35*4*3.3*6=27.72㎡∑S=59.08㎡KL-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=47.44㎡∑S=115.02㎡二层钢框架∑S=174.1㎡1、2号楼梯TL-1S=(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=30.14㎡TL-2S=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=11.22∑S=124.76㎡空压站∑S=1596.25㎡七、冷却塔钢框架：JKZ-1S=(0.25*6-0.009)*2.11*10=31.46㎡JKL-11-2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=26.10㎡∑S=45.42㎡5-6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=7.06㎡∑S=17.36㎡JGL-11-2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=37.95㎡JGL-11-2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=17.37㎡∑S=83.93㎡冷却塔钢框架∑S=231.23㎡八、柱脚：1、ZJ116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=0.11㎡∑S=0.4*16=6.4㎡2、ZJ1a8个∑S=0.4*16=3.2㎡3、ZJ216个S1=0.49*1.04-0.35*0.025*2-0.85*0.012=0.48㎡肋板S2=0.11*3=0.33㎡∑S=0.81*16=12.96㎡4、ZJ2a8个∑S=0.81*8=6.48㎡5、ZJ320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=0.09㎡∑S=0.27*20=5.4㎡6、ZJ428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=0.65㎡∑S=0.96*28=26.88㎡7、ZJ532个S1=0.68*0.68-0.35*0.35=0.34㎡肋板S2=0.65/8*12=0.98㎡∑S=1.32*32=42.24㎡柱脚合计∑S=103.56㎡402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φ20圆钢L=0.65米26*20.041平方米2.13平方米7#角钢L=0.5米8*20.14平方米2.24平方米4#钢板0.05米*1.9米15*20.19平方米5.7平方米4#钢板0.03米*8.45米4*20.6平方米4.1平方米5#角钢L=1.1米8*20.22平方米3.52平方米5#角钢L=0.63米9*20.13平方米2.27平方米5#角钢L=1.25米4*20.25平方米2平方米5#角钢L=8.45米0*21.69平方米6.76平方米二、空压机房部分：6、屋面围栏φ60钢管L=1.05米25件0.2平方米5平方米φ60钢管L=2.2米1件4.14平方米3#钢板0.03米*2.2米1件1.32平方米3#钢板0.08米*0.15米25件0.024平方米0.6平方米7、水箱底座100方钢L=1.9米6件0.76平方米4.56平方米100方钢L=2.6米4件1.04平方米4.16平方米100方钢L=0.9米9件0.36平方米3.24平方米100*40槽钢L=2.06米4件0.74平方米2.97平方米100*40槽钢L=2.64米3件0.95平方米2.85平方米8、爬梯φ20圆钢L=0.6米15件0.04平方米0.6平方米5*7.5#角钢L=4.5米2件1.13平方米2.26平方米5*7.5#角钢L=0.3米4件0.08平方米0.32平方米9、北墙上部固定钢板支架5#角钢L=81.2米2件16.24平方米32.48平方米10、西附楼楼梯2个4#麻花钢板踏板0.34米*1.2米20*2件0.82平方米32.8平方米4#麻花钢板踏板1.33米*0.15米1*2件0.4平方米0.8平方米φ180钢管立柱0.93米*0.15米1*2件0.24平方米0.48平方米φ180钢管立柱L=2.32米1*2件1.32平方米2.64平方米25#钢板端盖0.2米*0.2米1*2件0.13平方米0.26平方米6#钢板端盖0.2米*0.2米1*2件0.08平方米0.16平方米160*65槽钢L=7.15米2*2件4.15平方米24.6平方米100*50槽钢L=1.3米2件0.53平方米1.1平方米250*250工字钢L=1.7米2件2.55平方米5.1平方米250*250工字钢L=1.35米4件2.1平方米8.4平方米10#筋板0.12米*0.22米16件0.06平方米0.96平方米10#筋板0.12米*0.4米4件0.1平方米0.4平方米包边铁皮0.13米*5.35米2件0.7平方米1.4平方米11、南小屋石膏板固定架100方钢L=6米18件2.4平方米43.2平方米12、东楼扶梯下面压钢（包括门玻璃固定支架）100方钢L=6米18件2.4平方米43.2平方米13、吊顶用方钢40方钢L=8米70件1.28平方米89.6平方米15*25方钢L=8米4件0.64平方米2.56平方米14、卫生间墙面及钢柱2.36*2.948处6.94平方米55.52平方米卫生间水泥地座0.36*1.458处0.53平方米4.24平方米卫生间窗沿、刷黄色面漆0.07*3.38处0.23平方米1.85平方米三、精密加工间部分： 15、母线排支架：100方钢L=5.1米4件2.04平方米8.16平方米100方钢L=3米18件1.2平方米21.6平方米10#钢板0.4米*0.4米22件0.36平方米7.92平方米5#角钢L=0.25米22件0.05平方米1.1平方米8#钢板（0.04+0.125）*0.125/288件0.022平方米1.94平方米8#钢板（0.05+0.2）*0.2/244件0.06平方米2.64平方米16、H型钢柱350*350*15钢板L=6.7米14件14.1平方米197.4平方米500*250槽钢L=16.5米5件33平方米165平方米500*250槽钢L=32米2件64平方米128平方米200*100槽钢L=32米13件19.2平方米249.6平方米'