Xiaodun Wang, Jincheng Jiang, Zhihua Chen, Yang Liu. Research on Key Technology of Design and Construction of Simple Fabricated Special-Shaped Column and Its Steel Frame Structure System in Villages and Towns[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(9): 37-44. doi: 10.13206/j.gjgS22092801
Citation: Xiaodun Wang, Jincheng Jiang, Zhihua Chen, Yang Liu. Research on Key Technology of Design and Construction of Simple Fabricated Special-Shaped Column and Its Steel Frame Structure System in Villages and Towns[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(9): 37-44. doi: 10.13206/j.gjgS22092801

Research on Key Technology of Design and Construction of Simple Fabricated Special-Shaped Column and Its Steel Frame Structure System in Villages and Towns

doi: 10.13206/j.gjgS22092801
  • Received Date: 2022-09-28
    Available Online: 2023-10-20
  • With the development of villages and towns, the residents of villages and towns have a higher level of demand for housing, and the importance of prefabricated building and green construction in new rural construction is gradually increased. The author′s team put forward a new simple prefabricated special-shaped column and its steel frame structure system for low-rise residential buildings in villages and towns. Firstly, this paper describes the structure, joint form and characteristics of the new recommended prefabricated special-shaped column. The special-shaped column consists of three single columns with rectangular cross-section and L-shaped arrangement. The single column is fastened with U-shaped connectors and L-shaped connectors by tapping screws. The connection joints of the special-shaped column are all connected by tapping screws without welding at all. The system has the advantages: small environmental pollution, low operation difficulty, low cost, easy purchase of steel, easy transportation of components and easy prefabricating process, which meets the development needs of the National Rural Revitalization Strategy for green residential construction. Then, based on the new structure system, this paper establishes the calculation model of the housing project with the help of PKPM, completes the structure analysis and design of the housing project, obtains various structural indexes and deformation diagrams under different conditions, and designs and checks the joints with reference to relevant specifications. Finally, this paper summarizes the difficulties encountered in the construction process. In order to solve the difficulties encountered in construction: the construction work surface of beam-column joints and beam-beam joints is high and the operation at high altitude is difficult and there are potential safety hazards; the installation of the new system avoids large-scale machinery as far as possible, and the manual direct lifting component is too difficult to operate, which is easy to damage the joint during lifting and has potential safety hazards. Three key construction techniques are proposed: simplified connection method of tapping screw joint, double-ladder lifting method and temporary fixing measures for frame lifting. The simplified connection method of self-tapping screw joint improves the efficiency and accuracy of connection of self-tapping screw joint and the safety of construction. The double-ladder lifting method reduces the difficulty of lifting the components manually, avoids the damage of the joint during lifting and improves the efficiency and safety of lifting the components. Temporary fixing measures for frame lifting avoid frame rollover during manual lifting and improve the safety of frame lifting. The above three key technologies improve the efficiency and safety of the new simple prefabricated special-shaped column structure in the construction process.
  • [1]
    李卫军,苏衍江,张磊,等.基于新农村建设的装配式建筑结构体系研究与思考[J].结构工程师,2018,34(2):173-179.
    [2]
    牟楠.装配式建筑在新农村建设中的推广研究[J].广西城镇建设,2021(7):88-90.
    [3]
    陶小林,黄斌.装配式建筑在新农村建设中的应用[J].中国科技信息,2020(16):54-55.
    [4]
    张龙飞,张威,房司琦.装配式建筑在新农村建设中的发展研究[J].风景名胜,2018(11):276.
    [5]
    李伟.新农村建设中存在的问题研究[J].绿色环保建材,2016(8):199.
    [6]
    李丽.装配式建筑在西安市秦岭北麓新农村建设中的推广应用研究[J].居业,2020(9):14-15.
    [7]
    柴海华.绿色建材在新农村建设中的现状及推广应用[J].中国建材科技,2020,29(5):98,72.
    [8]
    周俭.新农村建设中推广使用绿色建材的现状与对策[J].商业文化,2014(32):167-168.
    [9]
    中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018.
    [10]
    中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009—2012[S] .北京:中国建筑工业出版社,2012.
    [11]
    中华人民共和国建设部.冷弯薄壁型钢结构技术规范:GB 50018—2002[S].北京:中国计划出版社,2002.
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