A PRACTICAL CALCULATING METHOD FOR SEISMIC BEARING CAPACITY OF BLAST-FURNACE WALL
-
摘要: 太原钢铁(集团)有限公司4号高炉,由于炉壳底部温度偏高不满足生产工艺要求,需在炉底原有间距仅为260mm的80个(下排)孔与144个(上排)孔之间再开设大量孔洞以增设新冷却管。通过对该高炉炉壳进行强度验算与加固设计,介绍高炉炉壳抗震承载力的一种实用计算方法,对类似工程具有一定的参考价值。Abstract: It is introduced the renovation of the No. 4 blast _ furnace wall of TaiyuanSteel and IronCorporation. Temperatureof the blast-furnace wall is too high for some technical causes. To cool it a great numbers of holes have to be drilled at thelower blast-furnace wall to install water -cooled pipes.The difficulty is that there is only 260 mm in distance between theexisting two rows of pipes. It is also shown a practical calculating methodfor aseismic bearing capacity of blast -furnace wall.The example of strength check computation and strengthening design are also introduced, which may be a reference forsimilar engineering inmetallurgical factories.
-
GB 50191-1993.构筑物抗震设计规范[S]. YB/T 9260-1998.冶金工业设备抗震鉴定标准[S]. GBJ 117-1988.工业构筑物抗震鉴定标准[S]. 太钢(集团)有限公司炼铁厂. 4号高炉炉壳开孔后可靠性检测鉴定报告[R].西安:西安建筑科技大学,2003. GB 50017-2003.钢结构设计规范[S].
点击查看大图
计量
- 文章访问数: 101
- HTML全文浏览量: 16
- PDF下载量: 37
- 被引次数: 0