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引用本文:朋改非,陈延年,MikeAnson.高性能硅灰混凝土的高温爆裂与抗火性[J].建筑材料学报,1999,(3):193-198
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高性能硅灰混凝土的高温爆裂与抗火性
朋改非,陈延年,MikeAnson
作者单位
摘要:
采用不同湿含量的5 种强度等级的混凝土,在ISO标准火灾升温条件下进行高性能硅灰混凝土火灾高温行为的试验研究.用100 mm ×100 mm ×100 m m 试件进行的爆裂试验结果表明,湿含量与强度等级是影响混凝土高温爆裂的两个主要因素.这一结果也证实了高温爆裂的蒸汽压机理(the vapor pressure build up mechanism) .对火烧后混凝土板的回弹试验表明,板内各点的残余力学性能不再是一个均一的数值,而是呈一空间分布,此空间分布与板内温度场有关.因此,目前常用方法难以准确描述火灾后混凝土的残余力学性能.
关键词:  高性能 混凝土 高温爆裂 火灾 硅灰混凝土
DOI:
分类号:TU528.31
基金项目:
Explosive Spalling Thermally Induced and Fire Property of High Performance Silica Fume Concrete
PENG Gai fei  CHAN Yan nian  Mike Anson
Abstract:
In the present experimental research, concretes of five strength grades were used to investigate the behavior of high performance silica fume concrete with different moisture contents subjected to the ISO standard fire. The spalling test results obtained from the 100 mm cube specimens revealed that moisture content and strength grade are the two main factors governing the explosive thermal spalling behavior of concrete. Moisture content has a dominant influence on the occurrence of spalling. The dependence of spalling on moisture content and strength grade confirmed the vapor pressure build up mechanism of spalling. The rebound hammer tests carried out on the post fire concrete slabs showed that the spatial distribution of residual mechanical property inside the slabs correlated with the temperature field. Conventional methods generally adopted are too simple for describing the residual mechanical properties of concrete subjected to fire. A new method is needed which should take into consideration both chemical and physical changes inside concrete caused by the temperature field.
Key words:  high performance concrete (HPC),explosive spalling,fire,moisture content,strength grade,vapor pressure,