首页> 外文期刊>International journal of architectural heritage >PHYSICO-CHEMICAL, PETROGRAPHIC, AND MECHANICAL CHARACTERISTICS OF LIME MORTARS IN HISTORIC YOROS CASTLE (TURKEY)
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PHYSICO-CHEMICAL, PETROGRAPHIC, AND MECHANICAL CHARACTERISTICS OF LIME MORTARS IN HISTORIC YOROS CASTLE (TURKEY)

机译:历史悠久的YOLOS城堡(土耳其)中石灰砂浆的理化,石相和力学特性

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This study examines the physicochemical, petrographic, and mechanical properties of lime mortars used in construction of Yoros Castle in the Byzantine period (13th-14th centuries AD). The study of mortar samples has been performed through polarizing and stereomicro scope observations, x-ray diffraction (XRD) analyses, chemical (inductively coupled plasma emission spectroscopy [ICP-ES] and (high performance liquid chromatography [HPLC]), physical, and mechanical analyses. The hydraulic character of the mortars was mostly pro vided by pozzolanic brick dust and tuff additives. The results of spot tests indicate that the mortars contain protein and organic additives, which were used in their production. Albumin was detected during HPLC analysis, which was performed in order to determine the nature of the ingredients. The presence of albumin and vaterite, of which the latter was determined by XRD analysis, was considered to be the result of egg white content. The ignition loss and acid treatment analyses show that the binder/aggregate ratio varies between 1:2 and 1:3. The porosity ratio of mortars is approximately 30% on the average. According to the results of mechanical tests, average compressive strength of mortars is approximately 9.4 N/mm~2, flexural strength is approximately 2.4 N/mm~2. Despite their age of approximately 800 years, absence of extensive disintegration in the mortars may well indicate proper techniques of production.
机译:这项研究研究了拜占庭时期(公元13至14世纪)用于建造Yoros城堡的石灰砂浆的物理化学,岩石学和力学性能。砂浆样品的研究通过偏振和立体显微镜观察,X射线衍射(XRD)分析,化学(电感耦合等离子体发射光谱[ICP-ES]和(高效液相色谱[HPLC]),物理和机械分析:砂浆的水力特性主要由火山灰砖粉尘和凝灰岩添加剂提供,现场测试结果表明,砂浆中含有蛋白质和有机添加剂,并在生产中使用。通过XRD分析确定白蛋白和球ate石的存在,认为是蛋清含量的结果,其着火损失和酸处理分析表明:粘结剂/骨料的比例在1:2和1:3之间变化,砂浆的孔隙率平均约为30%。在试验中,砂浆的平均抗压强度约为9.4 N / mm〜2,抗弯强度约为2.4 N / mm〜2。尽管它们的年龄约为800年,但砂浆中没有广泛的崩解可能很好地表明了适当的生产技术。

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