20世纪初和中期历史建筑的钢筋混凝土楼板——在复兴过程中结构加固的例子

G. Dmochowski, P. Berkowski, J. Szołomicki, M. Minch
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引用次数: 0

摘要

. 本文介绍了波兰下西里西亚地区从19世纪和20世纪初到20世纪下半叶钢筋混凝土地板结构解决方案的历史概况。它是基于对历史公共和工业建筑复兴设计过程中进行的档案文件和专家研究的分析。介绍了在混凝土引入建筑生活时使用的一些简单的RC楼板的结构类型,以及当时在波兰西部建造的建筑物的结构解决方案。如今,虽然其中一些建筑物进行翻新以适应新的功能目标,但这些钢筋混凝土地板必须根据评估结果使用不同的方法进行加固。在一些提出的设计研究案例中,经评估的地板的技术状况和承载能力确保了其进一步使用的可能性,除了需要修复表面材料外,不需要大量的加固。然而,在某些情况下,由于混凝土的恶化过程和耐久性的丧失,尽管有必要进行材料翻新,但需要采用结构加强方法。例如,通过增加额外的混凝土层与现有的钢筋混凝土板配合来增加楼板的承载能力,或者通过增加新的支撑来改变静力方案
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Reinforced Concrete Floors in Historic Buildings from the Beginning and the Middle of the 20th Century - Examples of Structural Strengthening in the Process of Revitalization
. The paper presents a historical outline of structural solutions of reinforced concrete floors from the turn of the 19th and 20th centuries to the half of the 20th century in the Lower Silesia region of Poland. It is based on the analysis of archival documentation and expert research carried out during the design of the revitalization of historic public and industrial buildings. The structural typology of some simple RC floors slabs used in that time of introduction of concrete into construction life as well as constructional solutions of buildings erected in western Poland in those days are presented. Nowadays, while some of these buildings undergo refurbishment process to adapt them to new functional aims these RC floors have to be strengthened using different methods, depending on the assessment results. In some of the presented design study cases assessed technical state and load bearing capacity of floors ensure the possibility of their further use without the need for significant reinforcements, except for the need for surface material repairs. However, in some cases due to concrete deterioration processes and loss of its durability, despite necessity of material renovation, structural strengthening methods needed to be applied. For example, increasing the load bearing capacity of floors by making additional concrete layers cooperating with the existing reinforced concrete slab or by changing the static scheme by making new supports up
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