连续梁中部支座与垫梁端部支座砌体局部受压验算方法  

Studies on Calculation Method of Bearing Capacity of Local Compression for Masonry under Continuous Beam Intermediate Supports and Pad Beam End Supports

作　　者：张志宏[1] 金新阳[1] 边保林[1] 秦东[1] 陈岱林[1] 

机构地区：[1]中国建筑科学研究院,北京100013

出　　处：《建筑科学》2007年第5期1-4,共4页Building Science

摘　　要：砌体规范对如何计算连续梁中部支座砌体局部受压承载力和梁支承在垫梁端部垫梁下砌体局部受压承载力没有明确规定,本文参考梁端支座砌体局部受压承载力计算公式推导过程和梁支承在垫梁中部垫梁下砌体局部受压承载力计算公式推导过程,在完全遵照规范编制原理的基础上,给出了连续梁中部支座砌体局部受压承载力计算公式和梁支承在垫梁端部垫梁下砌体局部受压承载力计算公式。The Code for Design of Masonry Structures does not specify local compression bearing capacity calculation for masonry under continuous beam intermediate supports and pad beam end supports. Following the same procedures as deriving local compression bearing capacity formulas of masonry under beam end supports and pad beam intermediate supports, fully in compliance with the criteria set up by the Code for Design of Masonry Structures, in this paper, the local compression bearing capacity calculations for masonry under continuous beam intermediate supports and pad beam end supports are formulated.

关 键 词：砌体结构 连续梁 垫梁 梁端支座 连续梁中部支座 局部受压 

分 类 号：TU364[建筑科学—结构工程] TU312