<?xml version="1.0" encoding="utf-8"?>
<journal>
  <titleid>33407</titleid>
  <issn>2304-6295</issn>
  <journalInfo lang="ENG">
    <title>Construction of Unique Buildings and Structures</title>
  </journalInfo>
  <issue>
    <number>9</number>
    <altNumber>48</altNumber>
    <dateUni>2016</dateUni>
    <pages>1-51</pages>
    <articles>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>7-25</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Gnam</surname>
              <initials>Polina</initials>
              <email>polina_padfoot@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Kiviharju</surname>
              <initials>Ron</initials>
              <email>rockstarseverywhere@gmail.com</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Technologies of winter concreting in Russia</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Knowledge and development of winter concreting technologies is necessary for building construction in Russia due to its climate conditions. This article contains an overview of the modern domestic methods of cold weather concreting. Such methods as thermos method, low temperature concrete admixture, electrode heating, heat tracing wires, electromagnetic and infrared heating, their features and advantages and disadvantages are mentioned. The technical and economic comparison, based on energy intensity and labor costs of each method indicators, is presented as well. The most suitable method is chosen. Given short recommendations for the course projects.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.48.1</doi>
          <udk>УДК 624.05</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>buildings; winter concreting; concrete heating; electric power; technological processes;</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2016.48.1/</furl>
          <file>1_gnam_48.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>26-33</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <surname>Berdyugin</surname>
              <initials>Ilya</initials>
            </individInfo>
          </author>
          <author num="002">
            <authorCodes>
              <researcherid>O-6995-2019</researcherid>
              <scopusid>6508103761</scopusid>
              <orcid>0000-0002-1196-8004</orcid>
            </authorCodes>
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Vatin</surname>
              <initials>Nikolai Ivanovich</initials>
              <email>vatin@mail.ru</email>
              <address>St. Petersburg, Russian Federation</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Donbas National Academy of Civil Engineering and Architecture</orgName>
              <surname>Yugov</surname>
              <initials>Anatoliy</initials>
              <email>amyrus@mail.ru</email>
              <address>2, Derzhavin str., Makiyivka, Donetsk region, 86123, Ukraine</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Cherkashin</surname>
              <initials>Artemiy</initials>
              <email>jizm@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Manufacturability of the construction processes in trench excavations with automatic control systems</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">In a hard, often cramped conditions of the construction site with a high labor intensity and compressed construction time, the task of qualitative performance of excavation becomes very important. Thus, the implementation of planning works with the help of modern bulldozer requires accurate holding of the blade at design mark, which is a challenge even for experienced machine operators. Automatic control system (ACS) allows to keep working body (blade, drum mills, etc..) used by construction machines in the required design level automatically. The article offers an analysis of the technological process of the development of the construction trench for the pipeline with automatic control system Accugrade GPS / GLONASS (3D) and without ACS. Using of automated control systems AccuGrade resulted in a reduction of work time by 32%, also through unavailability of geodetic works. According to reduction of working hours excavator fuel consumption decreased by 22% and the amount of dredging material decreased by 16%, 60% less material is needed for the dumping of banquettes. Manufactural value of excavation works with ACS was 1.1</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.48.2</doi>
          <udk>УДК 69.002.5</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>consruction machines; construction processes; earthmoving; manufacturability; value; automated control system (ACS); geodetic works;</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2016.48.2/</furl>
          <file>2_berdyugin_48.pdf</file>
        </files>
      </article>
      <article>
        <artType>RAR</artType>
        <langPubl>RUS</langPubl>
        <pages>34-51</pages>
        <authors>
          <author num="001">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Dobrogorskaya</surname>
              <initials>Luibov</initials>
              <email>lubashka_95@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="002">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Bushmanova</surname>
              <initials>Aleksandra</initials>
              <email>nicealexa@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="003">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Mikhaylova</surname>
              <initials>Maria</initials>
              <email>mmikhaylovaa@gmail.com</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
          <author num="004">
            <individInfo lang="ENG">
              <orgName>Peter the Great St. Petersburg Polytechnic University</orgName>
              <surname>Dalinchuk</surname>
              <initials>Violetta</initials>
              <email>dalinchuk_violet@mail.ru</email>
              <address>29 Politechnicheskaya St., St. Petersburg, 195251, Russia</address>
            </individInfo>
          </author>
        </authors>
        <artTitles>
          <artTitle lang="ENG">Measures to prevent fires ventilated facades</artTitle>
        </artTitles>
        <abstracts>
          <abstract lang="ENG">Nowadays hinged ventilated facades are actively used in reconstruction and the construction of new buildings everywhere in Russia. If a system of hinged ventilated facades is calculated and assembled correctly and the materials are properly selected, there shouldn’t be any trouble in the implementation of the system. However, a main problem of usage of the hinged ventilated facades is its fire safety. This paper presents causes and consequences of hinged ventilated facades ignition via examples of high-profile fires in former years. The risks associated with these systems in regards to fire were also analyzed. As a result, optimal technological solutions impeding ignition and spread of fire on the surface of the hinged ventilated facades were found.</abstract>
        </abstracts>
        <codes>
          <doi>10.18720/CUBS.48.3</doi>
          <udk>69</udk>
        </codes>
        <keywords>
          <kwdGroup lang="ENG">
            <keyword>ventilated facades; insulation; frame building construction; Walling; fire safety;</keyword>
          </kwdGroup>
        </keywords>
        <files>
          <furl>https://unistroy.spbstu.ru/article/2016.48.3/</furl>
          <file>3_dobrogorskaya_48.pdf</file>
        </files>
      </article>
    </articles>
  </issue>
</journal>
