DESIGN AND PRACTICE ON A HEAVY-DUTY STEEL STRUCTURE PLANT

WANG Yong; ZHAO Zhendong

doi:10.13204/j.gyjzG21102011

Volume 51 Issue 12

May 2022

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Ye Yong, Jiang Shiyong, Fei Wei, Dong Yu, He Rangpeng. COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 110-112,137. doi: 10.13204/j.gyjz201302022

Citation:

WANG Yong, ZHAO Zhendong. DESIGN AND PRACTICE ON A HEAVY-DUTY STEEL STRUCTURE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 117-122. doi: 10.13204/j.gyjzG21102011

Citation:

WANG Yong, ZHAO Zhendong. DESIGN AND PRACTICE ON A HEAVY-DUTY STEEL STRUCTURE PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 117-122. doi: 10.13204/j.gyjzG21102011

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DESIGN AND PRACTICE ON A HEAVY-DUTY STEEL STRUCTURE PLANT

doi: 10.13204/j.gyjzG21102011

State Key Laboratory of Nuclear Power Safety Monitoring Technology and Equipment, China Nuclear Power Engineering Co., Ltd., Shenzhen 518124, China

Received Date: 2021-10-20
Available Online: 2022-05-27

Abstract

Abstract

With the development of industry, industrial buildings are developing towards the direction of large span, large column spacing, large tonnage and ultra high-rise. However, the structural system of tall and heavy steel structure plants has not been systematically studied in domestic specifications, and its structural system has not yet formed a complete conclusion. Based on the design of a heavy-duty steel structure plant, the application of the roofing system composed of concrete-filled steel tubular lattice column and spatial pipe truss was studied. The selection idea from foundation to superstructure was described in detail, and the span of the enclosure structure was reduced by optimizing the form of spatial structure. The finite element software SAP 2000 was used for the overall analysis, and the calculation of key components and joints was studied. By consulting relevant information, the overall stability, strength, deformation, settlement and other indicators of the structure were determined, which were controlled from the overall structure to local components to ensure the accuracy and reliability of the analysis results. According to the complex geological conditions, the control standards of pipe piles were adjusted in time and applied to subsequent related projects, which had achieved good application effect and economic benefits.
- tall and heavy-duty steel structure plant,
- CFST latticed column,
- wind resistance truss,
- shoulder beam,
- column base

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References

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