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<article article-type="research-article" dtd-version="1.3" xml:lang="en">
  <front xmlns:xlink="http://www.w3.org/1999/xlink">
    <journal-meta>
      <journal-id journal-id-type="elibrary">33407</journal-id>
      <journal-title-group>
        <journal-title>Construction of Unique Buildings and Structures</journal-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Строительство уникальных зданий и сооружений</trans-title>
        </trans-title-group>
      </journal-title-group>
      <issn pub-type="epub">2304-6295</issn>
    </journal-meta>
    <article-meta xmlns:xlink="http://www.w3.org/1999/xlink">
      <article-id pub-id-type="publisher-id">5</article-id>
      <article-id pub-id-type="doi">10.18720/CUBS.40.5</article-id>
      <title-group>
        <article-title>Prefabricated reinforcement meshes in reinforcement of overlap</article-title>
        <trans-title-group xml:lang="ru">
          <trans-title>Арматурные сетки заводского изготовления при армировании перекрытий</trans-title>
        </trans-title-group>
      </title-group>
      <contrib-group>
        <contrib contrib-type="author">
          <name>
            <surname>Kuzmin</surname>
            <given-names>Ivan</given-names>
          </name>
          <xref ref-type="aff" rid="aff1"/>
          <email>ikuzmiin@gmail.com</email>
        </contrib>
      </contrib-group>
      <aff id="aff1">Peter the Great St. Petersburg Polytechnic University</aff>
      <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2016-01-17">
        <day>17</day>
        <month>01</month>
        <year>2016</year>
      </pub-date>
      <issue>1</issue>
      <issue-id pub-id-type="publisher-id">40</issue-id>
      <fpage>53</fpage>
      <lpage>60</lpage>
      <self-uri xmlns:xlink="http://www.w3.org/1999/xlink" content-type="pdf" xlink:href="https://unistroy.spbstu.ru/userfiles/files/2016/1(40)/5_kuzmin_40.pdf"/>
      <abstract xml:lang="en">
        <p>In this article discusses the reinforcement of overlap with prefabricated reinforcement meshes instead of individual reinforcement rods. The author's task was to demonstrate the rationale and benefits of using a reinforcing mesh in construction. To determine an effective method of reinforcement the slab of 15th floor of 20- storey building was calculated with the program SCAD. The number of reinforcement and their placement in the two versions of reinforcement: individual bars and with prefabricated meshes were determined. The results of research show the most effective methods of reinforcement.</p>
      </abstract>
      <kwd-group xml:lang="en">
        <kwd>reinforcement</kwd>
        <kwd>construction</kwd>
        <kwd>reinforcement meshes</kwd>
        <kwd>unification</kwd>
        <kwd>economy</kwd>
      </kwd-group>
    </article-meta>
  </front>
</article>
