Peculiarities of engineering and geological surveys when inspecting the historical building of Kharkiv

Vadym Aleksandrovych, O. Havryliuk, V. Sukhov
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Abstract

Formulation of the problem. The large volume of historic buildings that require major repairs, reconstruction and adaptation to modern use dictates the need to move to faster and more reliable technologies of architectural monuments restoration. In this regard, there is a need for a complex approach during the restoration work. The purpose of the article is to investigate the difficulty of obtaining the correct conclusions about the geological conditions of the building placement as a result of previously unqualified repair works on the example of engineering-geological surveys during the reconstruction of a historic building. Materials and methods. To achieve the goal, the analysis of engineering-geological conditions of the soil base of the building, visual inspection of the building, soil sampling from the pits in the basement of the survey object, as well as determining the physical-mechanical characteristics of the soil have been done. An analytical comparison of these data was performed to understand the constructive solution of the building foundations and engineering-geological conditions of their support. Results. During the working process, the lack of design and executive documentation for the building, as well as unqualified interference in its structure, was revealed. Therefore, one of the key issues was to determine the actual structure of the foundation, as well as the type and condition of its soil base. As a result of a complex analysis of the structural scheme of the underground part of the building, it was established that the basement was equipped after the construction of the building. To determine the structure, depth and condition of the foundation, pits were laid from the frontal and back walls of the building facade, which is adjacent to the site. During the laboratory studies of the soils, physical-mechanical characteristics were obtained for calculating building structures. Based on the data obtained, recommendations were issued for the further reconstruction of a non-residential building of the historical development of the city. Scientific novelty and practical significance. The necessity to research the actual technical state of building structures of a historical building is substantiated to assess the possibility of further reliable and safe operation according to its direct functional purpose, with the development of technical solutions and recommendations for further reconstruction of the building according to the needs of the customer, and ensuring its further uninterrupted and safe ope-ration. The practical application of the proposed results has been substantiated - the need for a complex approach during the restoration work for the further reconstruction of a non-residential building of the historical buildings of the city has been confirmed.
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考察哈尔科夫历史建筑时工程和地质调查的特点
问题的表述。大量的历史建筑需要进行大规模的维修、重建和改造以适应现代用途,这就要求采用更快、更可靠的建筑古迹修复技术。在这方面,在恢复工作期间需要采取复杂的方法。本文以某历史建筑重建工程地质调查为例,探讨由于前期修复工作不合格而难以得出建筑物安置地质条件正确结论的问题。材料和方法。为了实现这一目标,对建筑物地基的工程地质条件进行了分析,对建筑物进行了目视检查,对调查对象的地基进行了基坑取样,并确定了土壤的物理力学特性。对这些数据进行了分析比较,以了解建筑物基础的构造解及其支撑的工程地质条件。在施工过程中,暴露了建筑缺乏设计和执行文件,以及对其结构的不合格干扰。因此,关键问题之一是确定基础的实际结构,以及其土基的类型和状况。通过对建筑地下部分结构方案的复杂分析,确定在建筑建成后再设置地下室。为了确定基础的结构、深度和状况,在建筑立面的正面和后墙上铺设了坑,这与场地相邻。在对土的实验室研究中,获得了用于计算建筑结构的物理力学特性。根据获得的数据,提出了进一步重建城市历史发展的非住宅建筑的建议。具有科学新颖性和现实意义。研究历史建筑结构的实际技术状态的必要性,根据其直接功能目的,评估其进一步可靠安全运行的可能性,并根据客户的需要制定技术解决方案和建议,以确保其进一步不间断和安全运行。建议结果的实际应用已得到证实-在城市历史建筑的非住宅建筑的进一步重建工作中,需要采用复杂的方法。
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