<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Publishing DTD v1.3 20210610//EN" "JATS-journalpublishing1-3.dtd">
<article article-type="research-article" dtd-version="1.3" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xml:lang="ru"><front><journal-meta><journal-id journal-id-type="publisher-id">vestnikvniizht</journal-id><journal-title-group><journal-title xml:lang="ru">Вестник Научно-исследовательского института железнодорожного транспорта (ВЕСТНИК ВНИИЖТ)</journal-title><trans-title-group xml:lang="en"><trans-title>RUSSIAN RAILWAY SCIENCE JOURNAL</trans-title></trans-title-group></journal-title-group><issn pub-type="ppub">2223-9731</issn><issn pub-type="epub">2713-2560</issn><publisher><publisher-name>Joint Stock Company "Railway Research Institute"</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.21780/2223-9731-2018-77-2-104-109</article-id><article-id custom-type="elpub" pub-id-type="custom">vestnikvniizht-201</article-id><article-categories><subj-group subj-group-type="heading"><subject>Research Article</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="ru"><subject>Другое</subject></subj-group><subj-group subj-group-type="section-heading" xml:lang="en"><subject>Miscellaneous</subject></subj-group></article-categories><title-group><article-title>Выправка пути на щебеночном балласте установкой подшпальных прокладок и пневматическим суфляжем</article-title><trans-title-group xml:lang="en"><trans-title>Track alignment on crushed ballast with installation of under sleeper pads and pneumatic shovel packing</trans-title></trans-title-group></title-group><contrib-group><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Певзнер</surname><given-names>В. О.</given-names></name><name name-style="western" xml:lang="en"><surname>Pevzner</surname><given-names>V. O.</given-names></name></name-alternatives><email xlink:type="simple">noemail@neicon.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Каплин</surname><given-names>В. Н.</given-names></name><name name-style="western" xml:lang="en"><surname>Kaplin</surname><given-names>V. N.</given-names></name></name-alternatives><email xlink:type="simple">noemail@neicon.ru</email><xref ref-type="aff" rid="aff-1"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Абрашитов</surname><given-names>А. А.</given-names></name><name name-style="western" xml:lang="en"><surname>Abrashitov</surname><given-names>A. N.</given-names></name></name-alternatives><email xlink:type="simple">abr54@yandex.ru</email><xref ref-type="aff" rid="aff-2"/></contrib><contrib contrib-type="author" corresp="yes"><name-alternatives><name name-style="eastern" xml:lang="ru"><surname>Семак</surname><given-names>А. В.</given-names></name><name name-style="western" xml:lang="en"><surname>Semak</surname><given-names>A. V.</given-names></name></name-alternatives><email xlink:type="simple">noemail@neicon.ru</email><xref ref-type="aff" rid="aff-2"/></contrib></contrib-group><aff-alternatives id="aff-1"><aff xml:lang="ru"><institution>Акционерное общество «Научно-исследовательский институт железнодорожного транспорта» (АО «ВНИИЖТ»)</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Joint Stock Company “Railway Research Institute” (JSC “VNIIZhT”)</institution><country>Russian Federation</country></aff></aff-alternatives><aff-alternatives id="aff-2"><aff xml:lang="ru"><institution>Федеральное государственное бюджетное образовательное учреждение высшего образования «Российский университет транспорта» (ФГБОУ ВО РУТ (МИИТ)</institution><country>Россия</country></aff><aff xml:lang="en"><institution>Federal State Budget Educational Institution of Higher Education “Russian University of Transport” (FGBOU VO RUT (MIIT)</institution><country>Russian Federation</country></aff></aff-alternatives><pub-date pub-type="collection"><year>2018</year></pub-date><pub-date pub-type="epub"><day>28</day><month>04</month><year>2018</year></pub-date><volume>77</volume><issue>2</issue><fpage>104</fpage><lpage>109</lpage><permissions><copyright-statement>Copyright &amp;#x00A9; Певзнер В.О., Каплин В.Н., Абрашитов А.А., Семак А.В., 2018</copyright-statement><copyright-year>2018</copyright-year><copyright-holder xml:lang="ru">Певзнер В.О., Каплин В.Н., Абрашитов А.А., Семак А.В.</copyright-holder><copyright-holder xml:lang="en">Pevzner V.O., Kaplin V.N., Abrashitov A.N., Semak A.V.</copyright-holder><license xml:lang="ru" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>Данная работа распространяется под лицензией Creative Commons Attribution 4.0.</license-p></license><license xml:lang="en" license-type="creative-commons-attribution" xlink:href="https://creativecommons.org/licenses/by/4.0/" xlink:type="simple"><license-p>This work is licensed under a Creative Commons Attribution 4.0 License.</license-p></license></permissions><self-uri xlink:href="https://www.journal-vniizht.ru/jour/article/view/201">https://www.journal-vniizht.ru/jour/article/view/201</self-uri><abstract><p>В статье описываются экспериментальные исследования опытных технологий выправки пути на щебеночном балласте - выправка установкой подшпальных прокладок и выправка пневматическим суфляжем, - проведенные специалистами АО «ВНИИЖТ» и РУТ (МИИТ, кафедра «Путь и путевое хозяйство») . Первые результаты эксперимента позволяют сделать вывод о необходимости внесения уточнений в эти технологии выправки пути для увеличения периода стабильной эксплуатации пути после выправочных мероприятий. Эти уточнения связаны в первую очередь с особенностями поведения выправленных шпал в зоне стыков сопряжения пути с различной жесткостью и определением величин необходимой подъемки пути домкратами при выправке пневматическим суфляжем.</p></abstract><trans-abstract xml:lang="en"><p>Specialists of the Scientiﬁc Research Institute of Railway Transport (JSC “VNIIZhT”) and Tracks and track facilities Department of the RUT (MIIT) initiated the procedure in consultation with the Test Center of the JSC “VNIIZhT”, tests were performed on the Test Loop of the JSC “VNIIZhT” in Shcherbinka. The experiment was carried out to conﬁrm the possibility of straightening the track in the proﬁle by instal ling under-slipper pads and pneumatic shovel packing (by padding with the use of a compressed air stream to transfer and distribute the ﬁne gravel particles under the sleeper). The purpose of the test was to search for alternative ways for piling up crushed ballast. As a result of the experiment, it was established:the use of pads and pneumatic shovel packing provides a much greater stability of the track in the proﬁle than the alignment of the track by padding the ballast under the sleepers with electric packing machine;pneumatic shovel packing creates a greater resistance to the sleeper creeping in the zone of the mechanical joint in comparison with the adjustment of punching rubble for sleepers with electric packing machine with identical fasteners (the experimental and control joints follow one another);alignment with the installation of pads and pneumatic shovel packing can be successfully applied on the railway track with a large missed tonnage and high pollution of the ballast prism. The results of the tests carried out on the Test Loop of the JSC “VNIIZhT” help to reﬁne the advanced technologies for straighte ning the railway track in the proﬁle to under-sleeper pads and pneumatic shovel packing for the future creation of experimental sections on the existing rail track and the possible extension of these ways of straightening the railway track in the proﬁle to the entire network.</p></trans-abstract><kwd-group xml:lang="ru"><kwd>железнодорожный путь</kwd><kwd>щебеночный балласт</kwd><kwd>выправка</kwd><kwd>подшпальные прокладки</kwd><kwd>пневматический суфляж</kwd></kwd-group></article-meta></front><back><ref-list><title>References</title><ref id="cit1"><label>1</label><citation-alternatives><mixed-citation xml:lang="ru">Experimental study of stoneblowing track surfacing technique / A. Abrashitov [et al.] // Proceedings of Transportation Geotechnics and Geotechnology (TGG-2017), St. Petersburg, 17-19 May 2017. St. Petersburg, 2017. Vol. 189. P. 75 - 79.</mixed-citation><mixed-citation xml:lang="en">Abrashitov A. Experimental study of stoneblowing track surfacing technique. Proceedings of  Transportation Geotechnics and Geotechnology (TGG-2017), St. Petersburg, 17 – 19 May 2017. St. Petersburg, 2017. Vol. 189, pp. 75 – 79.</mixed-citation></citation-alternatives></ref><ref id="cit2"><label>2</label><citation-alternatives><mixed-citation xml:lang="ru">Waters J. M. Pneumatic stone injection a means of adjusting track level // Fourth International Rail Track &amp; Sleeper Conference. Adelaide, 1981, pp. 1 - 14.</mixed-citation><mixed-citation xml:lang="en">Waters J. M. Pneumatic stone injection a means of adjusting track level. Fourth International  Rail Track &amp; Sleeper Conference. Adelaide, 1981, pp. 1 – 14.</mixed-citation></citation-alternatives></ref><ref id="cit3"><label>3</label><citation-alternatives><mixed-citation xml:lang="ru">Повышение стабильности пути в зоне стыков за счет применения упругих подшпальных прокладок / В. О. Певзнер [и др.] / Вестник ВНИИЖТ. 2016. Т. 75. № 3. С. 140 - 146. DOI: http:/dx.doi. org/10.21780/2223-9731-2016-75-3-140-146.</mixed-citation><mixed-citation xml:lang="en">Pevzner V. O., Zheleznov M. M., Kaplin V. N., Tret'yakov V. V., Myslivets M. N., Tomilenko A.  S. Povyshenie stabil'nosti puti v zone stykov za schet primeneniya uprugikh podshpal'nykh  prokladok [Increasing track stability in the zone of joints due to the use of elastic under  sleeper pads]. Vestnik VNIIZhT [Vestnik of the Railway Research Institute], 2016, Vol. 75, no. 3,  pp. 140 – 146. DOI: http://dx.doi.org/10.21780/2223-9731-2016-75-3-140-146.</mixed-citation></citation-alternatives></ref><ref id="cit4"><label>4</label><citation-alternatives><mixed-citation xml:lang="ru">Experiences with the stoneblower on the UK / W. F. Anderson [et al.] // Proceedings of the international conference railway engineering (London, UK, July 2002). London: Engineering Technics Press, 2002. CD-ROM.</mixed-citation><mixed-citation xml:lang="en">Anderson W. F. Experiences with the stoneblower on the UK. Proceedings of the international  conference railway engineering (London, UK, July 2002). London, Engineering Technics Press, 2002. CD-ROM.</mixed-citation></citation-alternatives></ref><ref id="cit5"><label>5</label><citation-alternatives><mixed-citation xml:lang="ru">Технически обоснованные нормы времени на работы по текущему содержанию пути: утв. ОАО «РЖД» 30.03.2009, ред. от 05.08.2015. 7-е изд. в 2-х ч. М., 2015.</mixed-citation><mixed-citation xml:lang="en">Technically valid standard time for work on the current maintenance of way. Approved by the JSC  “Russian Railways” dated 30.03.2009, revised as of 05.08.2015, 7th edition in 2 parts. Moscow, 2015 (in Russ.).</mixed-citation></citation-alternatives></ref><ref id="cit6"><label>6</label><citation-alternatives><mixed-citation xml:lang="ru">Zarembski A.M., Newman G.R. Comparative Technical and Economic Analysis of Stoneblowing vs Tamping // AREMA-2008. Annual Conference and Exposition (Salt Lake City, UT, September 2008). Salt Lake City, 2008.</mixed-citation><mixed-citation xml:lang="en">Zarembski A. M., Newman G. R. Comparative Technical and Economic Analysis of Stoneblowing vs Tamping // AREMA-2008. Annual Conference and Exposition (Salt Lake City, UT, September 2008). Salt  Lake City, 2008.</mixed-citation></citation-alternatives></ref><ref id="cit7"><label>7</label><citation-alternatives><mixed-citation xml:lang="ru">Esveld C. Modern railway track. 2nd ed. Zaltbommel, The Netherlands: MRT-Productions, 2001. 654 p.</mixed-citation><mixed-citation xml:lang="en">Esveld C. Modern railway track. 2nd ed. Zaltbommel, The Netherlands, MRT-Productions, 2001, 654 p.</mixed-citation></citation-alternatives></ref><ref id="cit8"><label>8</label><citation-alternatives><mixed-citation xml:lang="ru">Geotechnical properties of ballast and the role of geosynthetics in rail track stabilization / B. Indraratna [et al.] // Proc. of the conference / Sydney Geotechnical Consulting Division, Rail Corp (NSW). Sydney, 2006.</mixed-citation><mixed-citation xml:lang="en">Indraratna B. Geotechnical properties of ballast and the role of geosynthetics in rail track  stabilization. Proc. of the conference. Sydney Geotechnical Consulting Division, Rail Corp (NSW). Sydney, 2006.</mixed-citation></citation-alternatives></ref><ref id="cit9"><label>9</label><citation-alternatives><mixed-citation xml:lang="ru">The Stone blower - Delivering the Promise: Development, Testing and Operation of a New Track Maintenance System / P. McMichael [et al.]. TRB Annual Meeting. [S. l.], 2003. CD-ROM.</mixed-citation><mixed-citation xml:lang="en">McMichael P. The Stone blower — Delivering the Promise: Development, Testing and Operation of a  New Track Maintenance System. TRB Annual Meeting. [S. l.], 2003. CD-ROM.</mixed-citation></citation-alternatives></ref></ref-list><fn-group><fn fn-type="conflict"><p>The authors declare that there are no conflicts of interest present.</p></fn></fn-group></back></article>
