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Damage to Historical Balconies in View of Building Physics

机译:历史阳台造成历史阳台的损坏

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The article presents the problem of damage to historical balconies,having other structural or material solutions than the modern ones.Their durability and maintenance aspects comprise a wide spectrum of issues,including repair and renovation methods,selection of new materials for the existing structures and their mutual interaction.The applied solutions must take into account the specificity of the components,their performance in the conditions of external environment,the impact of variable temperatures,both positive and negative ones(including,in particular,zero-crossings),atmospheric precipitation or solar radiation.Particular attention was paid to balconies with steel and ceramic structure,whose technical diagnostics should include,apart from structural analysis,also detailed observations of heat and mass transfer phenomena.The paper presents the results of numerical analyses for two-dimensional models,similar to the actual structure of the historical envelope(both for the original state and after the performed thermo-modernization works)as well as the results of thermographic measurements of one of residential buildings with balconies with steel beams.In the adopted boundary conditions,the local climate was taken into account,based on the data from the nearest meteorological station.The present objective involved the acquisition of qualitative results.The obtained results comprised: the distributions of temperature fields in cross-sections,distribution of heat flux density changes,and temperature values in selected cross-section locations.The research confirmed the expected tendencies in temperature distributions in the envelope,the location of local thermal bridges and the zones of their impact.Further analyses should be continued on the obtained changes in heat flux density,both in the steel beam support node,as well as in the joints and bricks in the adjacent layers.These places overlap with the actual occurrence of loose and weakened mortars in the building walls and in ceramic tiles.In further analyses,simulation programs facilitating the determination of the amount and changes of moisture in time should be applied.
机译:文章介绍历史阳台损坏的问题,具有其它结构或材料解决方案比现代ones.Their耐久性和维护方面包括问题,包括维修和改造方法,新材料的选择对现有的结构和广泛的相互interaction.The应用解决方案必须考虑到组件的特殊性,其在外部环境条件下的性能,温度变化的影响,无论是正面和负面的(包括,特别是,过零),大气降水或太阳能radiation.Particular注意了钢和陶瓷结构体,其技术诊断应包括阳台,除了结构分析,热与质量传递phenomena.The纸呈现数值分析的二维模型的结果也详细的观察,相似的历史信封的实际结构(无论是原状态后进行热现代化工程),以及住宅建筑用钢材beams.In所采用的边界条件阳台之一的热成像测量的结果,当地的气候在考虑的基础上,从最近的数据气象station.The本目标涉及的包括定性results.The获得的结果的获取:在横截面温度场,的热通量密度变化的分布,并且温度值的选定横截面locations.The研究分布证实了预期在包络线的温度分布倾向,局部热桥的位置和它们的impact.Further分析的区域应继续在热通量密度所获得的变化,无论是在钢梁支持节点,以及在关节和在相邻layers.These地方砖与松散和弱化砂浆在建筑物实际发生重叠壁和在陶瓷tiles.In进一步分析,仿真程序促进量和时间的水分变化的确定应适用。

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