DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY

Li Xiaorun; Yang Chunfeng; Li Weinan; Wu Changdong

doi:10.13204/j.gyjz201203030

Volume 42 Issue 3

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(3): 143-146,127

Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong. DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030

Citation:

Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong. DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030

Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong. DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030

Citation:

Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong. DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030

PDF( 0 KB)

DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY

doi: 10.13204/j.gyjz201203030

1.
Central Research Institute of Building and Construction Co.Ltd,MCC Group,Beijing 100088,China

Received Date: 2011-10-25
Publish Date: 2012-03-20

Abstract

Abstract

A 120 m high chimney structure design is elaborated,which is located at a power plant in Longkou City,Shandong Province.Through the comparative analysis,a type of super elevation steel-concrete composite chimney is presented.It is expounded how to compare and select a better one between steel chimney and steel-concrete chimney,and how to design it.
- composite structure,
- chimney,
- super elevation,
- construction technology

FullText(HTML)

References(9)

References

烟囱结构设计规范[S].2002.

建筑结构荷载规范[S].2008.

马鸣. 关于钢烟囱结构设计的讨论[J].中国科技信息,2005,(18):165.

李樊星. 钢烟囱的设计[J].化工设备与管道,2006,(06):33-34.

董启明,郭晓,杨翼宾. 新型自立式烟囱单筒体系研究[J].低温建筑技术,2010,(02):45-46.

齐毅,李胜. 大型自立式钢烟囱的设计[J].钢铁技术,2006,(05):31-35.

钟实,张丽,王晓峰. 浅谈自立式烟囱设计[J].工业建筑,2010,(增刊):536-537.

文莉. 自立式钢烟囱设计的基本要点[J].钢铁技术,2006,(06):36-38.

李棒. 自立式钢烟囱的设计[J].建筑工程,2008,(11):134-135.

Relative Articles

[1]	HUANG Tao, LI Buhui, ZHU Jiao, Ning Shuaipeng, TAN Lei. Application Analysis of Cast Steel Tubular Joints in Super High-Rise Long-Span Steel Tubular Transmission Towers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 35-40. doi: 10.13204/j.gyjzG21113012
[2]	JIN Xin, HUANG Dong-mei, YAO Ming-zhi, LI Xiao-han. Investigation of Influence of Fishscale Cladding and Aerodynamic Interference on Wind Load and Wind-Induced Response of a Chimney[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 178-185. doi: 10.13204/j.gyjzg21091006
[3]	YU Yanlei. MODELLING ANALYSIS AND ITS PROBLEMS OF HYBRID STRUCTURE COMPOSED OF SPACE TRUSS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 158-164,138. doi: 10.13204/j.gyjz202005026
[5]	Zhang Xibo, Wang Xiaoyang, Zhang Shaoheng, Yi Huiting, Yin Qingli. THE CONSTRUCTION TECHNOLOGY OF SUPER HIGH-RISE STEEL BUILDINGS WITH SECOND COLUMNS BEING UNDER THE TRUSS LAYER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 148-151. doi: 10.13204/j.gyjz201501030
[6]	Zhang Xianmei, Guo Zhaoru, Wang Xiaoyan. INVESTIGATION OF UNDERGROUND COURTYARD IN THE WEST OF HENAN AND ITS SUSTAINABLE REFORMED TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 61-64.
[7]	Li Xiaowen, Bian Ruiping, Yuan Longfei, Yin Lei. CALCULATION METHOD OF THE TEMPERATURE STRESS OF REINFORCED CONCRETE CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 82-85. doi: 10.13204/j.gyjz201304017
[8]	Shen Chunhua, Hu Hongliang. STEEL STRUCTURE INSTALLATION TECHNOLOGY OF HIGH INDUSTRIAL PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 113-116,92. doi: 10.13204/j.gyjz201203024
[9]	Zhang Shi-qian, Chen Zong-ping, Xu Jin-jun, Wang Ni. RESEARCH ON THE BEARING CAPACITY AND REINFORCEMENT METHOD OF IN-SERVICE DAMAGED BRICK CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 153-158,100. doi: 10.13204/j.gyjz201210032
[10]	He Tiansen, Chao Si, Zhang Xiaoguang, Huang Tao. REINFORCEMENT DESIGN OF CHIMNEY OF NANSHI POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 123-128. doi: 10.13204/j.gyjz201110029
[11]	Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002
[12]	Chu Liusheng, Bai Guoliang, Zhao Gengqi, Zhang Junfeng. RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 7-12,38. doi: 10.13204/j.gyjz201005001
[13]	Chu Liusheng, Zhao Gengqi, Cai Haiyong. RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 22-28. doi: 10.13204/j.gyjz200905005
[14]	Xie Huali, Zhang Peng, Dong Shier, Ruan Shangzhi, Li Zongxin. FE ANALYSIS OF RESIDUAL STRENGTH OF CORRODED STEEL CHIMNEY AND RESEARCH ON REINFORCEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 116-119. doi: 10.13204/j.gyjz200807029
[15]	Li Xiaoming, Zhang Jionghua, Qi Chunyu, Yan Qingyong. APPLICATION OF SUPERHIGH SUSPENSION SCAFFOLD TO THE FIRST DISPLAY SCREEN PROJECT IN THE WORLD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 79-72. doi: 10.13204/j.gyjz200805019
[16]	Zhang Hongliang, Liu Bo, Li Zenong, Wang Qun. NUMERICAL ANALYSIS OF REINFORCEMENT FOR A CRACKED MASONRY CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 108-111. doi: 10.13204/j.gyjz200710029
[17]	Chu Liu-sheng, Bai Guo-liang, Bai Xiao-hong. RESPONSE SPECTRUM ANALYSIS DESIGNMETHOD BASED ON STIFFNESS DEGRADATION FOR FRAME- CORE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 61-66. doi: 10.13204/j.gyjz200712015
[18]	Xie Li-hui, Liu Xiao-ping, Ou Ming-xian. DEALING WITH APPLICATION OF MODERN CONSTRUCTION TECHNOLOGY BY SCIENTIFIC DEVELOPMENT VIEW[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 30-32. doi: 10.13204/j.gyjz200605009
[19]	Zhang Zengdang, Chen Shuifu. WIND-INDUCED VIBRATION RESPONSE ANALYSIS AND STRUCTURAL SCHEME APPRAISAL FOR A THREE-PIPE RC CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 37-39. doi: 10.13204/j.gyjz200405012