摘要
通过检验性试验,探讨黄河泥沙烧结多孔砖砌体满足“承载能力”和“正常使用”两个极限状态的强度指标的计算表达式,论证黄河泥沙烧结多孔砖砌体用于砌体结构房屋应遵循的条件及其可靠性,为该类产品及其砌体的应用提供技术依据。
The calculation equation for the strength index of masonry by multi-hollow brick with the silt from Huanghe River under 'loading property' and 'normal application' was consulted in the paper. Its reliability and condition when used in masonry building were demonstrated, offering technical base for its application.
出处
《墙材革新与建筑节能》
2006年第10期29-32,共4页
Construction Wall Innovation & Building Energy-Saving
