Volume 36 Issue 7
Sep.  2021
Turn off MathJax
Article Contents
Guoan Yuan, Guozhi Qiu. Study on Equivalent Thermal Resistance of Fire Protection Coating of Tension-String Truss Structure Under Fire[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(7): 35-42. doi: 10.13206/j.gjgS21010802
Citation: Guoan Yuan, Guozhi Qiu. Study on Equivalent Thermal Resistance of Fire Protection Coating of Tension-String Truss Structure Under Fire[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(7): 35-42. doi: 10.13206/j.gjgS21010802

Study on Equivalent Thermal Resistance of Fire Protection Coating of Tension-String Truss Structure Under Fire

doi: 10.13206/j.gjgS21010802
  • Received Date: 2021-01-08
    Available Online: 2021-09-16
  • In order to study the safety distance between the fire source and the steel members directly above the tension-string truss structure in a fire and the minimum value of equivalent thermal resistance Ri of fire protection coating, the temperature field under the action of different kinds of fire was simulated based on three truss string structures with the span of 140,188 and 220 meters by the fire dynamic simulation software FDS. The nonlinear analysis on the overall fire resistance of truss string structure with the influence of high temperature on the steel characteristics was conducted through using the finite element software ANSYS, according to the results of calculation, the internal force and displacement of the tensioned truss are analyzed, and the internal reason for the tensioned truss structure to reach the ultimate fire resistance time was revealed.
    Based on the analysis of fire resistance of different tensioned truss structures, the specific scope of fire protection coating should be sprayed on tensioned truss structures under fire is concluded. Finally, from the economic point of view, three groups of tension-string truss structures with different spans were taken as the background, and the displacement of representative joints of tension-string truss structures under fire was analyzed under the condition of different equivalent thermal resistance coefficient Ri, and the minimum value of equivalent thermal resistance coefficient Ri was explored.
    The research results showed that the reason for the tension-string truss structure reached the fire resistance limit was that the internal force of the rod in the fire danger area reaches the yielding state. The safety distance between the fire source and the steel members directly above the fire source was 15. 0 m. It was feasible to improve the fire resistance performance of tension-string truss structures by spraying fire protection coating, and the minimum value of equivalent thermal resistance Ri of fire protection coating was 0. 02 m2·℃/W.
  • loading
  • [1]
    司小飞,李元昊,王灵. 火电厂大跨度煤棚封闭设计[J]. 工业建筑,2017,47(增刊):286-290.
    [2]
    何祖彦,魏信飞. 火灾下张弦桁架结构的力学性能分析[C]//全国土木工程研究生学术论坛会议论文集. 2010.
    [3]
    武丽英. 火灾下张弦桁架结构预应力损失模拟研究[D]. 北京:北京工业大学,2007.
    [4]
    European Committee for Standardization. Eurocode 3:design of steel structures,part 1. 2:structural fire design:ENV 1993-1-2[S]. Brussels:European Committee for Standardization, 1993.
    [5]
    范进,吕志涛. 高温(火灾)下预应力钢丝性能的试验研究[J]. 建筑技术,2001(12):833-834.
    [6]
    Klote J H. Method of predicting smoke movement in atria with application to smoke management[S]. National Institute of Standards and Technology,1994.
    [7]
    乔达. 单层球面网壳结构抗火性能分析[D]. 哈尔滨:哈尔滨工业大学,2013.
    [8]
    中华人民共和国住房和城乡建设部. 建筑钢结构防火技术规范:GB 51249-2017[S]. 北京:中国计划出版社,2018.
    [9]
    白音. 大空间钢结构火灾下受力性能与抗火计算方法研究[D]. 北京:清华大学,2008.
    [10]
    薛素铎,邱林波,李雄彦,等. 火灾作用下单层球面网壳结构的整体性能分析[J]. 北京工业大学学报, 2012, 38(4):488-491

    ,528.
  • 加载中

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

    Article Metrics

    Article views (275) PDF downloads(21) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return