a formula is provided to calculate the compressive capacity of concrete block masonry when the mortar strength is very low.
提出了适用于砂浆强度很低的灌孔砌块砌体的抗压强度计算公式。
according to the experimental research and theoretical analysis, the basis strength values for concrete block masonry of all kinds of concrete infill ratio are put forward.
通过试验研究和理论分析,提供了不同灌芯率时混凝土砌块砌体的基本强度指标;
the results showed that the contribution of mortar to compressive capacity of concrete block masonry cannot be neglected.
本文认为在灌孔砌块砌体抗压强度计算时不能忽略砂浆的贡献。
experimental study on compression behavior of composite hollow concrete block masonry for load-bearing and energy conservation;
介绍了一种融节能、防渗漏、隔声性能于一体的新型节能复合混凝土小型空心砌块。
based on the experimental research, the fundamental mechanical and non-linear behavior of concrete block masonry is analyzed and discussed by using several theory and fea method.
本文在试验研究的基础上,运用多个理论及有限元分析方法,对混凝土砌块砌体的基本力学性能和非线性性能进行了分析与研究。
concrete block masonry forms the lower level wall finish and is finished with a coat of white paint to express the construction technique used.
混凝土砌块作为底层的墻面,涂上白漆来表现所用的施工技术。
first, superiority general situation of application at home and abroad and problems faced in researching of concrete block masonry is summarized.
文内首先综述了砌块砌体的优越性、国内外砌块应用及砌块建筑概况和混凝土砌块砌体研究中存在的问题。
the theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
对配筋砌块砌体剪力墻抗剪承载力进行了理论分析和试验研究。
in chapter 2~4, the mechanics behavior of the grouted concrete block masonry is studied.
第二至四章研究混凝土砌体的力学性能。
integrated simple and complete model similarity theory of reinforced concrete block masonry structure are set up in this paper.
本文建立了完整的配筋砌块砌体结构在弹性阶段的完全相似模型和简单相似模型的相似性关系。
by compressive tests on specimens, the whole stress-strain curve is regressed and the value of elastic modulus and poission's ratio of concrete block masonry are proposed.
根据试验数据回归得到了砌块砌体应力-应变曲线,以及弹性模量和泊松比的取值。