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The destruction of buildings walls brickwork on an unevenly deformed base

机译:在不均匀变形的基地上破坏建筑物墙砖

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The article is dedicated to the analysis of the results of experimental testing of brick structures resistance.The experimental testing aimed at revealing a qualitative pattern of deformation and the character of losing the bearing capacity of a system"brick beam-wall-deformed base"and obtaining quantitative data about the strained and deformed state of the system undergoing short-term force and deformation at all stages of loading.Revealing the Structure and phases of deformation and destruction of brickwork subjected to the increasing loading and the construction of dependences"loading-deformation"corresponding to the process of brickwork deformation and destruction was also an important task.It has been proved that the mechanism of the destruction of brick structures walls fragments,supported by uneven deformed base,occurs according to the scheme of shear,cut and breaking to pieces,as well as destruction of brick material and mortar with clear determination of deformation stages and brickwork destruction.The results of analysis of the experiments allowed to determine the influence of the amount of loading acting on cracks formation and brickwork functioning as a whole.
机译:本文致力于分析砖结构阻力的实验检测结果。实验试验旨在揭示一种定性变形模式和失去系统“砖梁壁变形基地”的承载力的特征。获得关于在载荷的所有阶段进行短期力和变形的系统的应变和变形状态的定量数据。易于变形的结构和阶段和砖砌的破坏,经受增加的载荷和依赖性的构建“负载变形” “对应于砖砌变形和破坏的过程也是一个重要的任务。已经证明是根据剪切,切割和断裂的方案,由不均匀变形碱支撑的砖结构壁碎片破坏的机制。碎片,以及砖材料和砂浆的破坏,明确测定变形阶段和砖砌销毁。分析实验结果允许确定作用于整体裂缝形成和砖砌作用的载荷量的影响。

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