2#厂房工程量计算表钢构

***2#厂房工程量计算表项 目规格计算式备注钢结构部分柱1.0.5*10*7.85*6.3+0.26*12*7.85*2*6.3=247.275+308.599=555.874*30=16676.22㎏16676.222.0.4*10*7.85*3.2+0.26*12*7.85*2*3.2=100.48+156.748=257.228*30=7716.84㎏7716.843.12.56+11.304+30.772+51.49+86.35+25.434+9.42+16.485=272.787*30=8183.625㎏8183.6254.0.6*10*7.85*9.6+0.26*12*7.85*2*9.6=452.16+470.246=922.406*30=27672.18㎏27672.185.12.56+11.304+30.772+84.78+94.2+101.736=335.302*30=10059.06㎏10059.066.25*3.4=85*30=2550㎏25507.0.4*8*7.85*10+0.2*10*7.85*2*10=251.2+314=565.2*4=2260.8㎏2260.875118.72钢梁1.0.475*6*7.85*3.6+0.2*8*7.85*2*3.6=170.973*30=5129.19㎏5129.192.0.35*6*7.85*5+0.2*8*7.85*2*5=82.425+125.6=208.025*30=6240.75㎏6240.753.16.485+14.13+10.597=41.212*30=1236.36㎏1236.364.0.475*6*7.85*6+0.2*8*7.85*6*2=134.235+150.72=284.955*30=8548.65㎏8548.655.0.5*6*7.85*4.5+0.2*8*7.85*4.5*2=105.975+113.04=219.015*30=6570.45㎏6570.456.47.1+21.195=68.295*30=2048.85㎏2048.857.0.4*6*7.85*9+0.2*8*7.85*9*2=169.56+226.08=395.64*15=5934.6㎏5934.68.21.195+18.84=40.035*15=600.525㎏600.5259.2.331*15*21*2=1468.53㎏1468.5337777.90屋面 C 型钢梁1.126*0.44*2.5*7.85*10=10880.1㎏2.126*0.44*2.2*7.85*32=30638.361㎏屋面拉条 ø121.0.89*46.4*28=1156.29㎏2.0.89*92.4*4=328.944㎏3.2.219*1*28*4=256.48㎏屋面彩钢板1.126*46.4=5846.4㎡屋面包边1.126 ｍ钢天沟 2mm1.126*1.35*3*7.85*2=8011.71㎏天沟包边1.126*4=504+96=600 ｍ天沟侧板夹芯1.2.2*174*2=756.6㎡屋面支撑1.0.92*3.77*42*14=2039.419㎏2.3*12*48=1728㎏3.7.39*9*82=5453.82㎏柱间支撑1.9*2*12.089*8=1740.816㎏2.9*2*8.478*8=1220.832㎏3.9*2*12.089*4=870.408㎏4.9*2*8.478*4=610.416㎏5.12*2*7.30*8=1401.6㎏钢雨棚1.3*9*2+18*4.5*2=54+162=216㎡墙面 C 型钢梁1.0.44*2.5*7.85*126*6=6528.06*2=13056.12㎏2.-0.44*2.5*7.85*4*5=-172.7㎏3.37.68*126*3=14243.04*2=28486.08㎏4.-37.68*97=-3654.96㎏5.0.34*2*7.85*2.2*2*8=187.897㎏6.0.38*2.2*7.85*5.5*2*10=721.886㎏7.0.38*2.2*7.85*2.1*46=633.947㎏8.0.38*2.2*7.85*1.1*44=317.629㎏9.0.44*2.5*7.85*95.9=828.096㎏10.0.38*2.2*7.85*721.5=4734.916㎏11.37.68*180=6782.4㎏12.0.38*2.2*7.85*55=360.943㎏墙面拉条1.0.89*934.8=831.972㎏2.1*2.219*99=219.681㎏3.0.92*3.77*180=624.31㎏墙面夹芯板1.3862.8-760.37=3102.43㎡柱脚螺栓铁件Φ250.87*3.85*4*76=1018.248㎏短柱 PZ1.0.35*8*7.85+0.2*10*7.85*2=21.98+31.4=53.38*3.6*8=1537.34㎏主梁 zl11.0.4*6*7.85+0.2*10*7.85*2=18.84+31.4=50.24*6*4=1205.76㎏主梁 zl21.0.35*6*7.85+0.2*10*7.85*2=16.485+31.4=47.88*3*2=287.31㎏主梁 zl31.0.45*6*7.85+0.2*10*7.85*2=21.195+31.4=52.595*11.4*2=1199.16㎏次梁 Cl11.0.3*6*7.85+0.2*8*7.85*2=14.13+21.98=36.11*6*4=866.64㎏次梁 Cl21.0.2*6*7.85+0.2*8*7.85*2=9.42+21.98=31.4*14=439.6㎏TL1.16.6*20=332㎏踏步板1.0.37*1.5*6*7.85*20=522.81㎏平台板1.1.5*3*6*7.85=211.95㎏操作台1.68.4㎡砼厚1.82.5㎜合计编制:苏州环境工程公司 2010/4/1