Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 50 Issue 2
Feb.  2020
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2020  >  50(2): 158-162,136
Huang Wei, Zhang Zhenzhong, Zhao Dong, Chen Ping, Zhang Yin. REVIEW OF SEVERAL NEW RESIDENTIAL STRUCTURAL SYSTEMS OF INDUSTRIALIZED[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 121-127. doi: 10.13204/j.gyjz201208025
Citation: ZHANG Xingshuai, WU Yaohua. COMPARATIVE ANALYSIS OF STRUCTURAL REQUIREMENTS FOR DEFORMATION AND OVERLAP FOR PROFILED STEEL SHEET BY CHINESE, AMERICAN AND EUROPEAN STANDARDS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 158-162,136. doi: 10.13204/j.gyjz202002024
shu

COMPARATIVE ANALYSIS OF STRUCTURAL REQUIREMENTS FOR DEFORMATION AND OVERLAP FOR PROFILED STEEL SHEET BY CHINESE, AMERICAN AND EUROPEAN STANDARDS

doi: 10.13204/j.gyjz202002024

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

  • Received Date: 2019-10-20
    Abstract
  • Comparing the similarities and differences of structural requirements, such as the deformation of the profiled steel sheet, the length of the overlap along the longitudinal direction, and the support length at the end of the plate, in the Chinese, American and European standards, the actual reasion and structural principles were analyzed, and the manufacturer's sheet metal requirements were compared. It could be concluded that the Chinese standard had more reasonable requirements on the support length of the profiled steel-concrete composite slab than the European standard. China should standardize the deflection limit of the profiled steel sheet and its deflection under different load types, and make a detailed division. At the same time, it was recommended to seal the longitudinal plate end lap joint part of the Chinese standard, thereby reducing the overlap length of the roof panel and saving steel.
    • FullText(HTML)
    • References(18)
  • 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.
    中华人民共和国住房和城乡建设部.压型金属板工程应用技术规范:GB 50896-2013[S]. 北京:中国计划出版社,2013.
    中华人民共和国住房和城乡建设部.门式刚架轻型房屋钢结构技术规范:GB 51022-2015[S]. 北京:中国建筑工业出版社,2015.
    中华人民共和国住房和城乡建设部.采光顶与金属屋面技术规程:JGJ 255-2012[S]. 北京:中国建筑工业出版社,2020.
    中华人民共和国住房和城乡建设部.建筑金属围护系统工程技术标准:JGJ/T 473-2019[S]. 北京:中国建筑工业出版社,2017.
    中国工程建设协会.组合楼板设计与施工规范:CECS 273:2010[S]. 北京:中国计划出版社,2010.
    ASCE. Standard for The Structural Design of Composite Slabs:ANSI/ASCE 3-91[S].Gaiters-burg:American Society of Civil Engineers,1992.
    MBMA. Metal Building Systems Manual[S]. Metal Building Man-ufacturers Association, Inc, 2006.
    BSI. Code of Practice for the Use of Profiled Sheet for Roof and Wall Cladding on Buildings:BS 5427:2016[S].BSI Standards Limited, 2016.
    BSI. Eurocode 4:Design of Composite Steel and Concrete Structures:BS EN 1994-1-1:2004[S]. BSI Standards Limited,2005.
    相震东,吴耀华.低层轻型房屋围护面板的风荷载计算[J].钢结构(中英文),2019,34(6):83-88.
    吴耀华,岳清瑞,曾滨.建(构)筑物抗震结构对钢材性能要求的研究[J].钢结构,2017,32(1):87-90.
    陈以一,陈建兴,陈扬骥,等.CLP屋面板抗风承载力试验研究[J].钢结构,2003,18(2):12-15.
    刘玉林.中美两国混凝土规范中板挠度变形力学模型的计算对比[J].公路工程,2016,41(6):78-81

    ,173.
    中华人民共和国住房和城乡建设部.砌体结构设计规范:GB 50003-2011[S].北京:中国建筑工业出版社,2011.
    中国建筑标准设计研究院.国家建筑标准设计图集13G440大跨度预应力空心板(跨度4.2~18.0 m)[S].北京:中国计划出版社,2014.
    钟莉莉.来实Seamlok压型钢板系统在住宅屋面的应用[J].钢结构,2007,22(1):27-30.
    吴耀华,张志远,纪洪广.高强度螺栓连接中钢板孔壁承压强度试验研究[J].钢结构,2015,30(12):28-31.
    • Relative Articles

  • Relative Articles

    [1]GUAN Yongying, ZHAO Muzi, CHEN Xiangyu, GONG Chao, WU Changguo, ZHANG Sumei, LI Eryao, YU Xuanda, LI Yanna. A Modeling Method for Concrete-Filled Steel Tube Frame-Multi- Ribbed Reinforcement Concrete Wall System[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 129-136. doi: 10.3724/j.gyjzG24092611
    [3]Yuan Kang, Li Yingmin, Zhang Songbai. STUDY OF UNIDIRECTIONAL WALL FRAMES' INFLUENCE ON THE SEISMIC PERFORMANCE OF SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 37-41.
    [4]Li Jing, Zeng Yusheng, Zhu Yuxi, Deng Zhiqiang, Zhu Zhanyuan. THE ENERGY-SAVING SYSTEM TECHNOLOGY OF LIGHT-GAUGE STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 55-60.
    [5]Gong Shuaizhou, Huang Wei, Shi Anren, Zhang Qi, Zhang Chenghua, Zhang Caiyang, Zhang Min. KEY POINTS ANALYSIS OF CONSTRUCTION TECHNOLOGY OF ECOLOGICAL COMPOSITE WALLS STRUCTURE SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 18-23,93. doi: 10.13204/j.gyjz201305004
    [6]Lian Xing, Ye Xianguo, Jiang Qing, Wang Decai. A NEW GREEN RESIDENT STRUCTURE SYSTEM： THE SUPERIMPOSED SLAB SHEAR WALLS SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 79-84,92. doi: 10.13204/j.gyjz201006018
    [7]Wang Chongjie, Xie Tao, Xue Yibing, Sun Yongzhi. STUDY ON PREFABRICATED WALL PANEL SYSTEM OF ENERGY-SAVING RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 4-6,25. doi: 10.13204/j.gyjz200507002
    [8]Wang Xinling, Li Haiming, Yang Guangning. THE ANALYSIS OF STRUCTURAL LECTOTYPES FOR A NEW COMPOUND SYSTEM OF MULTI-STORY RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 37-39. doi: 10.13204/j.gyjz200501011
    [9]Zhu Yingjie, Yin Xufeng, Wang Shifeng. STUDY AND APPLICATION OF NEW ARCHITECTURAL STRUCTURE SEISMIC SYSTEM OF ANERGY EFFICIENCY IN HOUSE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 73-75. doi: 10.13204/j.gyjz200412021
    • Supplements(0)
    • Cited By
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-032025-040510152025
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 16.2 %FULLTEXT: 16.2 %META: 83.8 %META: 83.8 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 14.6 %其他: 14.6 %上海: 5.5 %上海: 5.5 %北京: 11.6 %北京: 11.6 %十堰: 0.6 %十堰: 0.6 %天津: 3.0 %天津: 3.0 %太原: 1.2 %太原: 1.2 %宁德: 0.6 %宁德: 0.6 %宿州: 0.6 %宿州: 0.6 %广州: 0.6 %广州: 0.6 %张家口: 4.9 %张家口: 4.9 %成都: 0.6 %成都: 0.6 %扬州: 3.7 %扬州: 3.7 %晋城: 0.6 %晋城: 0.6 %朝阳: 0.6 %朝阳: 0.6 %杭州: 1.8 %杭州: 1.8 %武汉: 0.6 %武汉: 0.6 %沈阳: 0.6 %沈阳: 0.6 %深圳: 0.6 %深圳: 0.6 %漯河: 10.4 %漯河: 10.4 %石家庄: 3.7 %石家庄: 3.7 %芒廷维尤: 12.2 %芒廷维尤: 12.2 %芝加哥: 1.2 %芝加哥: 1.2 %苏州: 0.6 %苏州: 0.6 %荆门: 0.6 %荆门: 0.6 %西宁: 4.9 %西宁: 4.9 %贵阳: 1.2 %贵阳: 1.2 %运城: 6.7 %运城: 6.7 %邯郸: 2.4 %邯郸: 2.4 %重庆: 1.8 %重庆: 1.8 %长沙: 1.8 %长沙: 1.8 %其他上海北京十堰天津太原宁德宿州广州张家口成都扬州晋城朝阳杭州武汉沈阳深圳漯河石家庄芒廷维尤芝加哥苏州荆门西宁贵阳运城邯郸重庆长沙

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (144) PDF downloads(7) Cited by()
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return