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预应力混凝土结构抗火设计构造措施分析
引用本文:熊学玉,蔡跃,黄鼎业.预应力混凝土结构抗火设计构造措施分析[J].自然灾害学报,2005,14(1):127-131.
作者姓名:熊学玉  蔡跃  黄鼎业
作者单位:1. 同济大学,建工系预应力研究所,上海,200092
2. 同济大学,职业技术教育学院,上海,200092
摘    要:预应力混凝土结构在火灾下的抗火性能可以通过理论计算得到保证,但是如果预应力混凝土结构的构造措施不合理,也将大大降低结构的抗火性能,甚至引起预应力失效。通过非线性有限元计算讨论了保护层厚度和防火涂料对结构抗火性能的作用,并对规范要求的保护层厚度进行了分析,最后对锚固区的耐火设计提出了建议。

关 键 词:预应力混凝土  火灾  有限元法  构造
文章编号:1004-4574(2005)01-0127-05

Fire-resistant design of constructional countermeasures for prestressed concrete structures
XIONG Xue-yu,CAI Yue,HUANG Ding-ye.Fire-resistant design of constructional countermeasures for prestressed concrete structures[J].Journal of Natural Disasters,2005,14(1):127-131.
Authors:XIONG Xue-yu  CAI Yue  HUANG Ding-ye
Abstract:The structural behavior of prestressed concrete against fire can be achieved through calculation process. But the structural capability against fire will be weaken if the appropriate constructional detail measurement was not taken, especially will lead to the loss of effective prestress. How does The action of protective layer and fireproof paint contribute to the structural behavior of prestressed concrete subjected to fire was researched by calculation with nonlinear finite element method. The rational thickness of protective layer was analyzed, and the suggestion for the design of anchorage zone was proposed.
Keywords:prestressed concrete  fire  finite element method  construction
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