黄河淤泥承重砖砌体结构整体受压变形性能的试验研究  

EXPERIMENTAL STUDY ON UNITARY COMPRESSIVE DEFORMATION PERFORMANCE OF THE YELLOW RIVER SILT BEARING CELLULAR BRICKING STRUCTURES

作　　者：童丽萍[1] 贺萍[1] 

机构地区：[1]郑州大学土木工程学院,郑州450002

出　　处：《工业建筑》2006年第5期56-58,101,共4页Industrial Construction

基　　金：河南省杰出人才创新基金项目(编号:0621001000);河南省高等学校杰出科研人才创新工程资助项目(编号:2005KYCX018);郑州市重大科技攻关资助项目(编号:04BA60ABKC01)

摘　　要：依据黄河淤泥承重多孔砖砌体的抗压试验,对其砌体结构的整体变形进行分析,对黄河淤泥承重多孔砖砌体的应力-应变曲线、试件的破坏过程、破坏特征等进行了系统的研究,为黄河淤泥承重多孔砖砌体替代实心粘土砖的推广应用打下了基础。Based on the compressive experiment with the Yellow River silt bearing cellular bricking structures, it is analyzed their Unitary deformation performance and systematically studied their stress-strain curve, destructive process and characters, etc., so as to lay a foundation for the wide use of the Yellow River silt bearing cellular bricking structures instead of solid clay ones.

关 键 词：黄河淤泥承重多孔砖 整体变形 应力-应变曲线 破坏特征 

分 类 号：TU364[建筑科学—结构工程] TU522.34