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高(m)宽(m)数量(个)面积(m2)5.6213145.65.22662.45.61.218120.965.21.218112.32000021.66.4441.28高(m)宽(m)数量(个)面积(m2)3.553774.551.5300130000006.05974.55墙体收边(m)0窗工程量计算门工程量计算门收边(m)91.70窗收边514.4山墙计算檐高(m)脊高(m)墙宽(m)数量(个)面积(m2)5.27.346.42580面墙计算檐高(m)女儿墙高(m)墙宽(m)数量(个)面积(m2)0070.8205034.800墙板合计#REF!长(m)宽(m)檐宽(m)坡度面积(m2)70.846.40103285.12墙面板计算屋面板计算高(mm)宽(mm)粱高壁厚(mm)单重每支重50500.632.3552.1195505003.53250柱距(m)开间(个)跨度(m)跨数间距数量重量(kg)4.692313115.00244000030.000直径(mm)檩条间距单重每支重121.50.8881.511220.8881.95柱距(m)开间(个)跨度(m)跨数拉条数数量重量(kg)000020.000000020.000结构附件直径(mm)壁厚(mm)檩条间距单重每支重总计3241.52.7611.053241.52.7611.050柱距(m)开间(个)跨数拉条数数量重量(kg)00020.00000020.000直径(mm)柱距檐口高数量单重重量花篮螺栓数200030.995.926200030.995.92620.25直径(mm)柱距(m)横向长(m)数量单重重量花篮螺栓数204.651634.501103.9132204.65165.74183.713220.25拉条计算0撑杆单重(Kg/m)2764撑杆计算隅撑单重(Kg/m)隅撑计算244拉条单重(Kg/m)XG重量(Kg)1220.49ZC重量(Kg)11.84SZ重量(Kg)1287.62直径(mm)壁厚(mm)柱距(m)开间数量端板重重量10434.64460.29610.2410434.64460.29610.242.828427小头高大头高上翼缘宽下翼缘宽腹板厚上翼缘厚下翼缘厚重量长度55030018018061010289.67620035015015068860.592.520040018018061010118.903.3翼缘厚单重长度843.96131256.5218.4028.263.3单重长度6.7823703.39160032.2163.3单重长度2.52011705.15220812.7683.312.7683.3变截面H型钢重量(Kg)H型钢重量(Kg)高400200200腹板厚686600600宽180矩型铝合金重量(Kg)矩型钢管重量(Kg)180腹板厚4364822.274822.2737712108.01高7020050上翼缘宽5030上翼缘宽腹板厚100503高15080420018062001806长度钢管重量(Kg)直径壁厚单重220.010.2018.0重量499.1323.141944.26重量571.481039.96893.258重量2509.4882034.72106.3141重量2948.41071.61642.134442.1344变截面H型钢重量(Kg)H型钢重量(Kg)矩型铝合金重量(Kg)矩型钢管重量(Kg)钢管重量(Kg)重量499.1323.141944.26高(mm)宽(mm)收边(mm)壁厚(mm)单重200702038.23308200702000柱距(m)开间(个)跨度(m)跨数间距(m)长度(m)重量(kg)8723.221.51862.71153367223.221.5465.683834柱距开间檐高女儿墙高窗台高间距长度0000010720001087000107200010跨度跨数檐高女儿墙高窗台高间距长度000001000000100200010(一)面墙檩条计算(二)山墙檩条计算檩条总计檩条单重(Kg/m)屋面檩条计算19170墙面檩条计算
本文标题:钢结构工程量计算
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