OPTIMUM DESIGN RESEARCH ON STEEL FRAME PRE-HEATER TOWER OF CEMENT KILN

Yin Yue; Chen Zhihua; Li Shun; You Qizhi; Wang Yifeng

doi:10.13204/j.gyjz200805026

Volume 38 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 109-112

Yin Yue, Chen Zhihua, Li Shun, You Qizhi, Wang Yifeng. OPTIMUM DESIGN RESEARCH ON STEEL FRAME PRE-HEATER TOWER OF CEMENT KILN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 109-112. doi: 10.13204/j.gyjz200805026

Citation:

Yin Yue, Chen Zhihua, Li Shun, You Qizhi, Wang Yifeng. OPTIMUM DESIGN RESEARCH ON STEEL FRAME PRE-HEATER TOWER OF CEMENT KILN[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 109-112. doi: 10.13204/j.gyjz200805026

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OPTIMUM DESIGN RESEARCH ON STEEL FRAME PRE-HEATER TOWER OF CEMENT KILN

doi: 10.13204/j.gyjz200805026

1.
1. School of Civil Engineering,Tianjin University,Tianjin 300072;
2.
2. Tianjin Cement Industry Design &Research Institute,Tianjin 300400

Received Date: 2007-03-20
Publish Date: 2008-05-20

Abstract

Abstract

Pre-heater tower is an important structure of the new-style dry process cement production line. The pre-heater tower structure is often designed according to related codes for civil high-rise buildings. Due to special load condition, technical requirements and equipment layout, the tower frame structure has restricted structural layout and different structural performance. In this paper, a 5000TPD double series cement kiln was taken as a case study and the structure design of its braced steel frame pre-heater tower was optimized. Based on scheme comparison and the technical requirements, the optimum design scheme was determined to be re-arrangement of columns to reduce the beam span and replacing H-shape steel columns by rectangular hollow section columns or concrete-filled ones. About 25% of the total amount of steel was saved by the optimum design. In addition, the structural characteristics of the steel frame pre-heater tower were studied.
- steel frame pre-heater tower of cement kiln,
- braced steel frame system,
- optimum design,
- structural characteristics

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References(5)

References

[2] GB 50011-2001 建筑抗震设计规范

GB 50009-2001 建筑结构荷载规范

[3] JGJ 99-98 高层民用建筑钢结构技术规程

[4] CECS 159B2004 矩形钢管混凝土结构技术规程

[5] CECS 28B90 钢管混凝土结构设计与施工规程

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