高炉煤场设计用料方案范例

1、222807204 139.2653101101103230.3952865.3322250820270.8071164.31011011021.89971432.420200770496.712574.3101101103230.39522523.420200770496.712391.2101101103230.39521351.9142501201239.56414250840492.316368806602 328.268214250120619.78214250840246.158368806601 164.134112250120411.30412250740234.8543078

2、05601 102.866412250120411.30412250740234.854307805601 102.866410500200431.41020055084725.34系杆10215150238 602.5268檩托板10215100238 401.6845610010019290.432隅撑6250160112211.008墙面檩托板660235112 74.380326840150112 664.6752660840112 265.8701103602807.9128101602403.01441428057517.69392050028021.9814107528033.0

3、799122803007.912820120100018.84202202809.6712高强螺栓 M24*8524M20*85142424普通螺栓 M16*50163841884824M20*50168120M12*459524484488M20*65728*钢钢铁铁5#6#5#6#高高炉炉喷喷煤煤工工程程构构件件型型号号数数量量单单位位材材质质屋架焊接H型钢74142.4KG345系杆圆管140*2.53464.5KG235水平支撑圆钢242800.4KG235檩条XZ250*75*20*2.55199.5KG235檩条XZ250*75*20*2.08346.456KG235拉条圆钢121

4、479.5KG235撑杆圆管32*2.5451.84KG235隅撑角钢50*52331.6KG235墙面檩条C240*70*20*2.011162.88KG235门柱C200*70*20*2.068.52KG235柱间支撑角钢100*63*63928.3KG235柱间支撑角钢125*80*102571.8KG235连接件角钢90*885.46KG吊车梁H750*6*350*220*16 21248.82KG走道板槽钢16a3715.2KG走道板54239KG高强螺栓M24*8524套高强螺栓M20*8562套普通螺栓M16*50660套普通螺栓M20*50288套普通螺栓M12*451856套

5、普通螺栓M20*65728套构件型号单重长度个数总重材质系杆圆管140*2.58.477369.61 3133.099连接板6,10331.4水平支撑 圆钢243.551735.57612612.03连接板8188.4檩条XZ250*75*20*2.58.4966121 5199.552XZ250*75*20*2.06.81912241 8346.456拉条圆钢120.8889001799.2撑杆圆管32*2.51.81980.41 146.2476隅撑角钢50*53.77508.141 1915.688墙面檩条 C240*70*20*2.06.4617281 11162.88墙面拉条 圆钢1

6、20.888766.081680.279撑杆圆管32*2.51.8191681305.592门柱C200*70*20*2.05.7112168.52连接件角钢50*53.770.1842.7144柱间支撑 角钢100*63*67.5576.4246 3462.007连接板10466.3柱间支撑 角钢125*80*1015.5156.8081 2430.524连接板10141.3吊车梁连接件角钢90*810.90.282885.456走道板槽钢16a17.221613715.2连接板54239封边角钢 角钢50*53.7754.82413.1921020020084263.7669518084 67.65