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活络端单位重量计算表

序号12345678活络端910111213141510111213141518[22a[18a0.0740.710.0830.015[12.60.020.0120.0120.01212.2511.5111.66.467.771.4016.49442124149.0046.0623.0966.4615.5.6216.49983.45

名称构件名称134567构件规格单位重量厚度（m)构件尺寸/面积(kg)φ609105.020.0.03149.760.240.0237.440.260.0240.560.0030.0120.280.120.0328.080.130.01212.170.0450.0124.21数量111124244总重量405.02149.7637.4440.566.7456.18.6716.85固定端单位重量计算表

序号12345678名称构件名称134567构件规格单位重量厚度（m)构件尺寸/面积(kg)φ60916379.420.0.03149.760.240.0237.440.260.0240.560.0030.0120.280.120.0328.080.130.01212.170.0450.0124.21数量111118244总重量379.42149.7637.4440.565.0556.18.6716.85固定端733.91

中间节重量计算表1

序号12345名称构件名称2562223中间节构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.773.9600.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节重量计算表2

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.771.3900.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表3

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.770.50.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表4

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.770.8610.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表5

中间节重量计算表5

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.771.8140.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表6

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.771.3940.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表7

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.772.3800.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表8

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.771.4910.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节中间节重量计算表9

中间节重量计算表9

序号12345名称构件名称2562223构件规格单位重量厚度（m)构件尺寸米数（m)/面积(kg)φ60916232.770.6020.260.0240.560.0030.0120.280.00480.0120.450.210.01219.66数量111861中间节表

第二、三、四道钢管撑斜撑段三层数量总编号20a20b30a394041424344材料及规格’-16 通长*600’-16 通长*480’-12 图示’-30 13308350’-20 1310*310’-20 1800*310’-201800*1330*1340’-201800*1273*1273’φ32@250数量1142224224重量单件 总重㎏76.6㎏/m61.3㎏/m13.7855.11109.6219.263.76127.687.61175.2138.8127.25.05555.22.4121.151507.86

26数量/个

单个活络端重量983.45单个固定端重量733.91个数14个数14单层合计13768.3单层合计10274.74三层总计㎏41304.9三层总计30824.22中间节数量计算表序号1234567型号（长度)3.961.390.50.8611.8141.3942.381.4910.602根数722211222重量（kg)/根9.74433.42318.2310.28532.11433.19663.866.24268.62合计（kg)6928.18866.84636.4620.56532.11433.191327.72932.48537.24三层总计(kg)

12814.7238444.16

总重量921.7840.565.052.7019.669.74

总重量323.50.565.052.7019.66391.52

总重量208.3340.565.052.7019.66276.30

总重量200.4240.565.052.7019.66268.38

总重量422.20.565.052.7019.690.21

总重量324.4840.565.052.7019.66392.45

总重量5.0040.565.052.7019.66621.96

总重量347.00.565.052.7019.615.03

总重量140.1340.565.052.7019.66208.09

数量总计

单层合计三层总计㎏㎏

39204.36117613.1