首页|含砖粒再生骨料砌块砌体基本力学性能试验研究

含砖粒再生骨料砌块砌体基本力学性能试验研究

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随着城市老旧小区拆迁改造工程的实施,大量含砖粒再生骨料产生,将其应用于空心砌块砌体结构是资源化利用的有效途径之一.为研究该类砌块砌体的基本力学性能,进行了不同设计参数的砌体受压和受剪性能试验,分析了其破坏特征以及砌块、砂浆强度对其力学性能的影响.试验结果表明:砌体受压呈现出较好的延性,受压破坏时砌体的宽面沿竖缝形成上下通缝,窄面裂缝沿企口凹槽面搭接处开展;砌体受剪破坏以砌筑砂浆的粘结面破坏为主,具有较明显的脆性特征;含砖粒再生骨料空心砌块砌体抗压强度随砌块、砂浆强度提高而增大,抗剪强度随砂浆强度提高而增大.基于试验结果,修正了含砖粒再生骨料砌块砌体受压、受剪承载力计算式,使其能够较好反映新型材料特性,以供工程应用参考.
Experimental study on the basic mechanical properties of recycled aggregate block masonry containing brick particles
As the implementation of demolition and renovation projects in old urban communities,a large amount of recycled aggregates containing brick particles is generated,and its application to hollow block masonry structures is one of the effective ways of resource utilization.In order to study the basic mechanical properties of this type of block masonry,the compression and shear performance tests of masonry with different design parameters are carried out,and the damage characteristics and effect of block and mortar strength on its mechanical properties are analyzed.The test results show that,the masonry presents good ductility in compression,penetrated cracks are observed along the vertical seams on the wide side of the masonry when damaged in compression,and the narrow side cracks develop along the lap of the notched side.The masonry shear damage is dominated by the bond surface failure of the masonry mortar,with more obvious brittle characteristics.The compressive strength of hollow blocks masonry containing recycled aggregate of brick particles increases with the improvement of block and mortar strength,and the shear strength increases with the improvement of mortar strength.Based on the test results,the calculation formula of compressive and shear bearing capacity of block masonry with recycled aggregate containing brick particles is revised,so that it can better reflect the characteristics of the new material for engineering application reference.

recycled aggregate hollow blocks containing brick particlerecycled mortar containing brick particleblock masonrycompressive strengthshear strength

张建伟、崔浩、赵迪、李延泽、曹万林

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北京工业大学重庆研究院,重庆 401121

北京工业大学城市与工程安全减灾教育部重点实验室,北京 100124

含砖粒再生骨料空心砌块 含砖粒再生砂浆 砌块砌体 抗压强度 抗剪强度

重庆市自然科学基金项目

CSTB2022NSCQ-MSX1416

2024

建筑科学
中国建筑科学研究院

建筑科学

CSTPCD北大核心
影响因子:1.113
ISSN:1002-8528
年,卷(期):2024.40(1)
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