A PRACTICAL CALCULATING METHOD FOR SEISMIC BEARING CAPACITY OF BLAST-FURNACE WALL

Zheng Shansuo; Zeng Lei; Zhang Liang; Liang Yuduo; Zhong Long; Li Lei; Che Sunli

doi:10.13204/j.gyjz200703021

Volume 37 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(3): 86-89,29

Zheng Shansuo, Zeng Lei, Zhang Liang, Liang Yuduo, Zhong Long, Li Lei, Che Sunli. A PRACTICAL CALCULATING METHOD FOR SEISMIC BEARING CAPACITY OF BLAST-FURNACE WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 86-89,29. doi: 10.13204/j.gyjz200703021

Citation:

Zheng Shansuo, Zeng Lei, Zhang Liang, Liang Yuduo, Zhong Long, Li Lei, Che Sunli. A PRACTICAL CALCULATING METHOD FOR SEISMIC BEARING CAPACITY OF BLAST-FURNACE WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 86-89,29. doi: 10.13204/j.gyjz200703021

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A PRACTICAL CALCULATING METHOD FOR SEISMIC BEARING CAPACITY OF BLAST-FURNACE WALL

doi: 10.13204/j.gyjz200703021

1.
Xi'an University of Architecture &Technology Xi'an 710055

Received Date: 2006-08-25
Publish Date: 2007-03-20

Abstract

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.
- blast-furnace wall,
- aseismic bearing capacity,
- practical calculating method,
- strengthening design

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References(5)

References

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].

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