摘要
对西南山区使用较广泛的夯土墙进行了现场墙片抗剪性能试验与土样直接剪切试验,研究夯土墙体在单调荷载作用下的夯土墙承载力指标和破坏形态,并对夯土墙抗剪承载力的主要影响因素进行了探讨,提出夯土墙抗剪强度计算的建议公式。在试验研究的基础上,对当地典型夯土墙结构农房进行了抗震设计及施工工艺改良,并且指导建造了33户新型夯土墙农房,起到了很好的示范作用。
The direct shear test on rammed earth specimens and monotonic loading test on rammed earth walls which structure is used in the country are studied. The shear strength and failure mode are analsed and shear-bearing formula of rammed earth walls is advised, which lays a theoretical foundation for the seismic calculation method. In the course of experimental research, seismic structure and construction technology of local rammed earth buildings were designed and improved. Meanwhile, 33 households constructed new rammed earth residence under guidance, which played an exemplary role to the adjacent regions.
出处
《四川建筑科学研究》
2012年第3期206-209,共4页
Sichuan Building Science
基金
香港无止桥慈善基金援建四川灾区项目
关键词
灾后重建
抗震性能
夯土墙民居
试验研究
post earthquake reconstruction
seismic performance
rammed earth construction
experimental research
