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再生细骨料砂浆多孔砖砌体抗剪性能试验研究
引用本文:秦拥军,郭泽思,陈振.再生细骨料砂浆多孔砖砌体抗剪性能试验研究[J].科学技术与工程,2017,17(3).
作者姓名:秦拥军  郭泽思  陈振
作者单位:新疆大学,新疆大学,中铁十局第八工程公司
基金项目:新疆维吾尔自治区自然科学基金资助项目(2012211A005)
摘    要:通过对乌鲁木齐地区再生砂浆多孔砖砌体的抗剪性能进行对比试验研究,发现再生砂浆砌体抗剪强度低于天然砂浆砌体;但随着砂浆强度等级的提升,再生砂浆砌体抗剪强度的增长相对缓慢。对再生砂浆砌体抗剪强度实测值与规范规定的平均值和设计值进行对比分析,提出了适用于再生细骨料砂浆多孔砖砌体抗剪强度的计算公式。

关 键 词:再生砂浆  再生细骨料  砌体抗剪试验  抗剪计算公式
收稿时间:2016/7/22 0:00:00
修稿时间:2016/8/31 0:00:00

The Research of Recycled Fine Aggregate Mortar Porous Brick Masonry Shear Performance Test
Qin Yongjun,Guo Zesi and Chen Zhen.The Research of Recycled Fine Aggregate Mortar Porous Brick Masonry Shear Performance Test[J].Science Technology and Engineering,2017,17(3).
Authors:Qin Yongjun  Guo Zesi and Chen Zhen
Institution:Xinjiang university,Xin Jiang University,China Railway ten Bureau eighth Engineering Company
Abstract:The regeneration of urumqi area and mortar porous brick masonry shear performance contrast test research, found that the regeneration of mortar masonry shear strength is lower than natural mortar masonry, and with the mortar strength grade, shear strength of the relatively slow growth.This mortar masonry shear strength of the rules and regulations of measured values and the average value and design value were analyzed, proposed the recycled fine aggregate mortar porous brick masonry shear strength calculation formula.
Keywords:recycled mortar  fine?reclaimed?aggregate  test?for?masonry?shear?resistance  shear strength formula
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