防连续倒塌高大模板支撑体系的两阶段设计研究

安宇骢, 谢楠, 贾影

安宇骢, 谢楠, 贾影. 防连续倒塌高大模板支撑体系的两阶段设计研究[J]. 工程力学, 2017, 34(增刊): 289-294. DOI: 10.6052/j.issn.1000-4750.2016.03.S058
引用本文: 安宇骢, 谢楠, 贾影. 防连续倒塌高大模板支撑体系的两阶段设计研究[J]. 工程力学, 2017, 34(增刊): 289-294. DOI: 10.6052/j.issn.1000-4750.2016.03.S058
AN Yu-cong, XIE Nan, JIA Ying. RESEARCH ON TWO-STAGE DESIGN OF HIGH FALSEWORK SYSTEM against PROGRESSIVE COLLAPSE[J]. Engineering Mechanics, 2017, 34(增刊): 289-294. DOI: 10.6052/j.issn.1000-4750.2016.03.S058
Citation: AN Yu-cong, XIE Nan, JIA Ying. RESEARCH ON TWO-STAGE DESIGN OF HIGH FALSEWORK SYSTEM against PROGRESSIVE COLLAPSE[J]. Engineering Mechanics, 2017, 34(增刊): 289-294. DOI: 10.6052/j.issn.1000-4750.2016.03.S058

防连续倒塌高大模板支撑体系的两阶段设计研究

基金项目: 国家自然科学基金项目(51578050)
详细信息
    作者简介:

    安宇骢(1990―),男,河北人,硕士生,从事结构可靠性分析研究(E-mail:andy23129@163.com);贾影(1963―),女,辽宁人,教授,博士,从事力学分析研究(E-mail:jiaying1963@sina.com).

    通讯作者:

    谢楠(1965―),女,湖南人,教授,博士,博导,从事结构设计和可靠度理论研究(E-mail:nxie@bjtu.edu.cn).

  • 中图分类号: TU755.2

RESEARCH ON TWO-STAGE DESIGN OF HIGH FALSEWORK SYSTEM against PROGRESSIVE COLLAPSE

  • 摘要: 提出了一种防连续倒塌高大模板支撑体系,由双功能子体系和单一功能子体系组成,正常设计状况下两个子体系共同工作(简称第一阶段);偶然情况下单一功能子体系先失效,双功能子体系独自工作,避免整个结构体系连续倒塌(简称第二阶段)。在两个阶段,考虑支撑体系在结构布置、荷载和功能等方面的差异,研究和讨论了两阶段设计目标可靠指标的合理取值。从承载能力和用钢量的角度,给出合理的构造措施和最优的立杆型号,不但保证正常设计状况下结构的安全性,而且在事故发生时给施工人员提供逃生机会,为救援提供通道。
    Abstract: A high falsework system which is intended to prevent progressive collapse is proposed. It is composed of a single-function subsystem and a dual-function subsystem. The two subsystems work together under normal design situation (first stage). Once the single-function subsystem fails accidentally, the dual-function subsystem can work alone to avoid progressive collapse of the whole system (second stage). Considering the differences of the two stages in the settlement, load and function, the target reliability indexes of the two-stage design are discussed and proposed. Reasonable constructional measures and types of shores are obtained considering both the ultimate capacities and the amount of material. The system not only satisfies the requirement of structural safety in normal design situation, but also provides opportunities for workers to escape and rescue channels for lifesaving when accidents happen.
  • [1] Zhang H, Chandrangsu T, Rasmussen K J R. Probabilistic study of the strength of steel scaffold systems [J]. Structural Safety, 2010, 32(6): 393―401.
    [2] Liu Hongbo, Zhao Qiuhong, Wang Xiaodun, et al. Experimental and analytical studies on the stability of structural steel tube and coupler scaffolds without X-bracing [J]. Engineering Structures, 2010, 32(4): 1003―1015.
    [3] 袁雪霞, 金伟良, 鲁征, 刘鑫, 陈天民. 扣件式钢管支模架稳定承载能力研究[J]. 土木工程学报, 2006, 39(5): 43―50. Yuan Xuexia, Jin Weiliang, Lu Zheng, Liu Xin, Chen Tianmin. A study on the stability bearing capacity of fastener-style tubular steel formwork-supports [J]. China Civil Engineering Journal, 2006, 39(5): 43―50. (in Chinese)
    [4] 谢楠. 高大模板支撑体系的安全控制[M]. 北京: 中国建筑工业出版社, 2012: 29―76. Xie Nan. Safety control of high falsework system [M]. Beijing: China Architecture & Building Press, 2012: 29―76. (in Chinese)
    [5] 姜旭, 张其林, 顾明剑, 等. 新型插盘式脚手架的试验和数值模型研究[J]. 土木工程学报, 2008, 41(7): 55―60. Jiang Xu, Zhang Qilin, Gu Mingjian, et al. Study of experiment and numerical model on a new disk-type steel scaffold [J]. China Civil Engineering Journal, 2008, 41(7): 55―60. (in Chinese)
    [6] JGJ130-2011, 建筑施工扣件式钢管脚手架安全技术规范[S]. 北京: 中国建筑工业出版社, 2011. JGJ130-2011, Technical code for safety of steel tubular scaffold with couplers in construction [S]. Beijing: China Architecture & Building Press, 2011. (in Chinese)
    [7] 安宇骢. 防连续倒塌型高大模板支撑体系的理论研究[D]. 北京: 北京交通大学, 2016. An Yucong. Research on high falsework system to resist progressive collapse [D]. Beijing: Beijing Jiaotong University, 2016. (in Chinese)
    [8] GB50009-2012, 建筑结构荷载规范[S]. 北京: 中国建筑工业出版社, 2012. GB50009-2012, Load code for the design of building structures [S]. Beijing: China Architecture & Building Press, 2012. (in Chinese)
    [9] ASCE/SEI 7-10, Minimum design loads for buildings and other structures [S]. Reston, Virginia: American Society of Civil Engineers, 2005.
    [10] 陈俊岭, 马人乐. 结构二次防御能力分析的荷载效应组合方法[J]. 结构工程师, 2005, 21(6): 12―16. Chen Junling, Ma Renle. Method of load effect combination for analyzing the alternative defensive ability of structures [J]. Structural Engineers, 2005, 21(6): 12―16. (in Chinese)
    [11] 李继华, 林忠民, 李明顺, 马坤贞, 等. 建筑结构概率极限状态设计[M]. 北京: 中国建筑工业出版社, 1990: 353―354. Li Jihua, Lin Zhongmin, Li Mingshun, Ma Kunzhen, et al. Probabilistic limit states design of building structure [M]. Beijing: China Architecture & Building Press, 1990: 353―354. (in Chinese)
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出版历程
  • 收稿日期:  2016-03-29
  • 修回日期:  2016-12-19
  • 刊出日期:  2017-06-24

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