淡水石灰岩 tenelija、miljevina 和 muljika 的耐久性 - 引起石材变化的内在因素

Krešimir Šaravanja, Frano Oreč
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引用次数: 0

摘要

本文介绍了莫斯塔尔附近穆科巴矿床夹层中的淡水灰岩(tenelija 和(莫斯塔尔)miljevina),以及它们的 "石头表亲"--Posušje miljevina 和 Tomislavgrad muljika。在成岩过程中,它们获得了特殊的取向和结构(尤其是tenelija),这赋予了它们特殊的物理特性(体积密度小、孔隙率和渗透性高),而这些特性是建筑中使用的 "经典 "石灰岩所不具备的,这也是选择这种石材在莫斯塔尔更广阔的地区和波苏谢市地区,以及在黑塞哥维那和波斯尼亚西南部的其他岩溶洼地、波斯尼亚中部的部分地区和福阿附近的米列维纳建造老桥和其他建筑的决定性因素。论文的第二部分介绍了所谓的内在(内部)因素,这些因素是建造者为了避免淡水灰岩与各种环境条件(外部因素)发生相互作用而造成复杂的石质变化或风化(腐烂)过程而尽量避免的,这些淡水灰岩被建造成众多的石质建筑和/或纪念碑。它涵盖了以下方面的问题和意义:石材的选择、为建造重要建筑而从矿床中开采石材的方法和深度(通常太小)、开采后的陈化(储存)时间不够长、石材的安装(堆放)与其在矿床中的位置不符、石材加工和施工中的各种错误以及维护不当。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Durability of freshwater limestones tenelija, miljevina and muljika - Built-in factors as causes of changes in the stone
: This paper presents the freshwater limestones, from tenelija and (Mostar) miljevina , which are intercalated in the Mukoba deposit near Mostar, and their "stone cousins," Posušje miljevina and Tomislavgrad muljika . In the process of diagenesis they acquired a specific orientation and structure (especially tenelija ), which gave them specific physical properties (small bulk density, high porosity and permeability), which "classic" limestones used in construction do not have, and which were decisive for the choice of this stone for construction of the Old Bridge and other buildings in the wider area of Mostar and in the area of Posubje municipality, but also in other karst poljes of Herzegovina and southwestern Bosnia, in parts of Central Bosnia, and Miljevina near Foa. The second part of the paper presents the so-called built-in (internal) factors that the builders try to avoid in order for freshwater limestones that are built into numerous stone buildings and/or monuments to avoid complex processes of stone changes, or weathering (decay) of stone due to its interaction with various environmental conditions (external factors). It covers the problems and significance of the choice of stone, the method and (often too small) depth of its extraction from the deposit for the construction of significant buildings, insufficiently long aging (storage) after extraction, incorrect installation (stacking) of the stone in relation to its position in the deposit, as well as various errors in stone processing and execution, along with inadequate maintenance.
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