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 <front>
  <journal-meta>
   <journal-id journal-id-type="publisher-id">Modeling of systems and processes</journal-id>
   <journal-title-group>
    <journal-title xml:lang="en">Modeling of systems and processes</journal-title>
    <trans-title-group xml:lang="ru">
     <trans-title>Моделирование систем и процессов</trans-title>
    </trans-title-group>
   </journal-title-group>
   <issn publication-format="print">2219-0767</issn>
  </journal-meta>
  <article-meta>
   <article-id pub-id-type="publisher-id">51397</article-id>
   <article-id pub-id-type="doi">10.12737/2219-0767-2022-15-2-67-83</article-id>
   <article-categories>
    <subj-group subj-group-type="toc-heading" xml:lang="ru">
     <subject>Технические науки</subject>
    </subj-group>
    <subj-group subj-group-type="toc-heading" xml:lang="en">
     <subject></subject>
    </subj-group>
    <subj-group>
     <subject>Технические науки</subject>
    </subj-group>
   </article-categories>
   <title-group>
    <article-title xml:lang="en">Assessment of the technical condition of bases, foundations and reinforced concrete columns of a frame building</article-title>
    <trans-title-group xml:lang="ru">
     <trans-title>Оценка технического состояния оснований, фундаментов и железобетонных колонн каркасного здания</trans-title>
    </trans-title-group>
   </title-group>
   <contrib-group content-type="authors">
    <contrib contrib-type="author">
     <name-alternatives>
      <name xml:lang="ru">
       <surname>Сазонова</surname>
       <given-names>Светлана Анатольевна</given-names>
      </name>
      <name xml:lang="en">
       <surname>Sazonova</surname>
       <given-names>Svetlana Anatol'evna</given-names>
      </name>
     </name-alternatives>
    </contrib>
    <contrib contrib-type="author">
     <name-alternatives>
      <name xml:lang="ru">
       <surname>Николенко</surname>
       <given-names>Сергей Дмитриевич</given-names>
      </name>
      <name xml:lang="en">
       <surname>Nikolenko</surname>
       <given-names>S. D.</given-names>
      </name>
     </name-alternatives>
     <xref ref-type="aff" rid="aff-1"/>
    </contrib>
    <contrib contrib-type="author">
     <name-alternatives>
      <name xml:lang="ru">
       <surname>Осипов</surname>
       <given-names>Александр Анатольевич</given-names>
      </name>
      <name xml:lang="en">
       <surname>Osipov</surname>
       <given-names>Aleksandr Anatol'evich</given-names>
      </name>
     </name-alternatives>
     <xref ref-type="aff" rid="aff-1"/>
    </contrib>
   </contrib-group>
   <aff-alternatives id="aff-1">
    <aff>
     <institution xml:lang="ru">Воронежский государственный технический университет</institution>
    </aff>
    <aff>
     <institution xml:lang="en">Voronezh State Technical University</institution>
    </aff>
   </aff-alternatives>
   <pub-date publication-format="print" date-type="pub" iso-8601-date="2022-06-27T20:30:12+03:00">
    <day>27</day>
    <month>06</month>
    <year>2022</year>
   </pub-date>
   <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2022-06-27T20:30:12+03:00">
    <day>27</day>
    <month>06</month>
    <year>2022</year>
   </pub-date>
   <volume>15</volume>
   <issue>2</issue>
   <fpage>67</fpage>
   <lpage>83</lpage>
   <history>
    <date date-type="received" iso-8601-date="2022-06-23T00:00:00+03:00">
     <day>23</day>
     <month>06</month>
     <year>2022</year>
    </date>
   </history>
   <self-uri xlink:href="https://zh-szf.ru/en/nauka/article/51397/view">https://zh-szf.ru/en/nauka/article/51397/view</self-uri>
   <abstract xml:lang="ru">
    <p>В работе приведены результаты оценки технического состояния оснований, фундаментов и железобетонных колонн, являющихся элементами строительных конструкций многоэтажного каркасного общественного здания. Приведены результатов обследования конструкций фундаментов и характеристики грунтового основания. Определены физико-механические характеристики грунтов по образцам, отобранным из шурфов в процессе обследования. Приведены результаты визуального обследования и натурных обмеров фундаментов в контрольных шурфах. Приведены результаты расчета прочности бетона фундаментов и колонн. Построение и корректировка градуировочной зависимости косвенного неразрушающего метода контроля выполнялось на объекте с использованием метода отрыва со скалыванием. Рассмотрены результаты поверочных расчетов фундаментов. Выявлены дефекты и повреждения фундаментов. Обоснована категория технического состояния оснований и фундаментов. Разработаны рекомендации по ремонту фундаментов. Рассмотрены конструкция и армирование колонн. Выявлены дефекты и повреждения колонн. приведены результаты поверочных расчетов колонн. Определена категория технического состояния колонн. Разработаны рекомендации по ремонту колонн. Исследованы дефекты и повреждения железобетонных колонн, зафиксированные в ведомости дефектов и повреждений. Сделаны основные выводы по результатам обследования фундаментов и железобетонных колонн многоэтажного каркасного здания.</p>
   </abstract>
   <trans-abstract xml:lang="en">
    <p>The paper presents the results of assessing the technical condition of foundations, foundations and reinforced concrete columns, which are elements of building structures of a multi-storey frame public building. The results of the survey of foundation structures and the characteristics of the soil base are given. The physical and mechanical characteristics of soils were determined using samples taken from the pits during the survey. The results of visual examination and field measurements of foundations in control pits are given. The results of calculating the strength of concrete foundations and columns are given. The construction and correction of the calibration dependence of the indirect non-destructive testing method was carried out on the object using the method of separation with shearing. The results of verification calculations of foundations are considered. Defects and damages of foundations were revealed. The category of technical condition of bases and foundations is substantiated. Recommendations for the repair of foundations have been developed. The design and reinforcement of columns are considered. Identified defects and damage to the columns. the results of verification calculations of columns are given. The category of the technical condition of the columns is determined. Recommendations for the repair of columns have been developed. Defects and damages of reinforced concrete columns recorded in the list of defects and damages are investigated. The main conclusions are made based on the results of a survey of foundations and reinforced concrete columns of a multi-storey frame building.</p>
   </trans-abstract>
   <kwd-group xml:lang="ru">
    <kwd>Техническое состояние</kwd>
    <kwd>строительные конструкции</kwd>
    <kwd>каркасное здание</kwd>
    <kwd>основания</kwd>
    <kwd>фундаменты</kwd>
    <kwd>железобетонные колонны</kwd>
    <kwd>дефекты.</kwd>
   </kwd-group>
   <kwd-group xml:lang="en">
    <kwd>Technical condition</kwd>
    <kwd>building structures</kwd>
    <kwd>frame building</kwd>
    <kwd>foundations</kwd>
    <kwd>foundations</kwd>
    <kwd>reinforced concrete columns</kwd>
    <kwd>defects</kwd>
   </kwd-group>
  </article-meta>
 </front>
 <body>
  <p>I. ВведениеРассмотрим результаты обследования оснований, фундаментов и железобетонных колонн каркасного многоэтажного здания, расположенного по адресу г. Воронеж, переулок Красноармейский, д. 7а, корпус 8.Оценка технического состояния несущих конструкций выполнена по классификации ГОСТ 31937-2011. Техническое состояние конструкции оценивается по одной из четырех категорий [1]: I –нормативное; II - работоспособное, III - ограниченно-работоспособное; IV - аварийное.II. Методика оценки техническогосостояния конструкцийДля отдельных конструкций, категория технического состояния назначалась по классификационным признакам ГОСТ 31937-2011, условно представленных в виде дискретного ряда ABCDEF (таблица 1) [1, 2].III. Основание и фундаменты3.1. Конструкция фундаментов и характеристики грунтового основанияОбследование оснований и фундаментов здания выполнено в соответствии с [1].</p>
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