Comparative analysis of technologicalness of modern methods of connection of armature.

Authors

  • А. V. Radkevych Department of Building Production and Geodesy, Dnipropetrovsk National University of Railway Transport of the name of academician V. Lazaryan, Lazaryan street , 2, 49010 Dnipropetrovsk, Ukraine., Ukraine https://orcid.org/0000-0001-6325-8517
  • А. M. Netesa Department of Building Production and Geodesy, Dnipropetrovsk National University of Railway Transport of the name of academician V. Lazaryan, Lazaryan street , 2, 49010 Dnipropetrovsk, Ukraine., Ukraine https://orcid.org/0000-0002-3364-3446

Keywords:

armature, mechanical connection, screw-thread muffs, network chart, erection, framework, critical way.

Abstract

Purpose. Modern technological receptions foresee editing of armature frameworks with the different methods of connection of armature. The final choice of method of connection of armature takes place mainly on the economic (cost) and structural (reliability and possibility of application) considering. The technologicalness of method of connection of armature practically is not taken into account, however often it results in the increase of terms of building, decline of reliability of building process, dependence on the workers of high qualification and other factors. It is therefore necessary to conduct research in relation to determination of perspective methods of connection of armature from the point of view of technologicalness of building process. Methods. Development of sequences of implementation of works for the process of device of vertical bearing constructions of monolithic reinforce-concrete framework with the use of different methods of connection of armature. Development of network charts with distribution of works in relation to a technological sequence and requirement in the use of basic грузоподъемного mechanism (tower faucet). Comparative analysis of technological parameters. Results. Conducted comparative analysis of technological parameters for the processes of device of vertical bearing constructions for the different methods of connection of armature. A lap-joint of armature is most rapid and economical from the point of view of labor, but the high cost of armature does not allow widely to use this method in building. Welding of armature the welding of bars.is economical, however entails considerable work- and temporal expenses. Connection of armature by means of screw-thread muffs is optimal. This connection requires less трудозатрат considerably, what welding of bars, at in relation to a subzero cost and high-rate of realization of works. Scientific novelty. The worked out sequences of implementation of works of process on erection of vertical bearing constructions of monolithic reinforce-concrete frameworks of building allow to define the most labour intensive operations which lie on the critical way of network chart. The analysis of трудозатрат and search of rational perfection of such works, including. by the choice of optimal method of connection of armature, will allow to cut down expenses time on erection of vertical bearing constructions and optimize a productive process. Practical meaningfulness. The brought analysis over will allow more rationally to go near the choice of optimal method of connection of re-barss at planning and erection of reinforce-concrete framework of building, promote building speed and optimize a building process.

Author Biography

А. V. Radkevych, Department of Building Production and Geodesy, Dnipropetrovsk National University of Railway Transport of the name of academician V. Lazaryan, Lazaryan street , 2, 49010 Dnipropetrovsk, Ukraine.

e.d, prof.

References

ДБН В.2.6-98:2009 Конструкції будинків і споруд. Бетонні та залізобетонні конструкції. Основні положення [Текст] – на замену СНиП 2.03.01-84*; введ. 01.06.2011 – К, НДІБК, 2009. - 71 с. DBN V.2.6-98:2009 Konstruktsii budynkiv i sporud. Betonni ta zalizobetonni konstruktsii. Osnovni polozhennia. [State building norms V.2.6-98:2009 Constructions of houses and buildings. Concrete and reinforced-concrete constructions. Substantive provisions ]. Kyiv, NDIBK, 2009. 71 p. http://www.minregion.gov.ua/attachments/files/bydivnitstv o/texnichne-regulyuvannya/normuvannja/26_98_2009.pdf

ДСТУ Б В.2.6-156:2010 Конструкції будинків і споруд. Бетонні та залізобетонні конструкції з важкого трьохкомпонентного бетону. Правила проектування [Текст] – К, НДІБК, 2011. – 118 с. DSTU B.V.2.6-156:2010. Konstruktsii budynkiv i sporud. Betonni ta zalizobetonni konstruktsii z vazhkoho trokhkomponentnoho betonu. Pravyla proektuvannia [State Standart B.V.2.6-156:2010. Constructions of houses and buildings. Concrete and reinforced-concrete constructions from a heavy three-component concrete. Planning rules] Kyiv, NDIBK, 2011. 118p http://dwg.ru/dnl/load/9603

Пат. 115800 Россия, МПК Е04С5/16 Муфтовое соединение арматурных стержней и муфта для этого / Конюшевский О.С. (Россия); владелец патента ООО ДомСтрой" (RU); заявл. 16.08.2011; опубл. 10.05.2012. Koniushevskyi O.S. Muftovoe soedinenie armaturnykh sterzhnei y mufta dlia etoho [Socketing of re-barss and muff for this purpose] Patent RU, no. 115800, 2012. http://poleznayamodel.ru/model/11/115800.html

Пат. 124910 Россия, МПК Е04С5/16 Стыковое соединение арматурных стержней / Смоляков Д.Г. (Россия); владелец патента ООО "ГРАД-СТ" (RU); заявл. 15.10.2012; опубл. 20.02.2013. Smoliakov D.H. Stykovoe soedynenye armaturnykh sterzhnei [Joint connection of re-barss] Patent RU, no. 124910,

http://poleznayamodel.ru/model/12/124910.html

Попова, В.В. Методы обоснования экономической эффективности строительных проектов / В.В. Попова // Вісник Дніпропетровського національного університету залізничного транспорту ім. акад. В. Лазаряна. – Д.2012. – Вип. 2. – С. 56-60 Popova, V.V. Metody obosnovaniya ekonomicheskoy effektivnosti stroitelnykh proektov [Methods of ground of

economic efficiency of building projects]. Visnyk Dnipropetrovskoho natsionalnoho universytetu zaliznychnoho transportu imeni akademika V. Lazariana [Bulletin of Dnipropetrovsk National University of Railway Transport named after Academician V. Lazaryan], 2012, issue 2, pp. 56-60 bttrp.diit.edu.ua/article/view/26115

Радкевич А.В. Перспективы применения резьбового соединения арматуры / А.В. Радкевич, А.М. Нетеса // Проблемы и перспективы развития железнодорожного транспорта: тез. 74 междунар. науч.-практ. конф. (15.05- 16.05.2014) / Мин-во инфраструктуры Украины, Днепропетр. нац. ун-т ж.-д. трансп. им. акад. В. Лазаряна – Днепропетровск. 2014, С. 298-300. Radkevych A.V. Perspektyvy primeneniia rez'bovoho soedineniia armatury [Prospects of application of screw-thread connection of armature] / A.V. Radkevych, A.M. Netesa // Tezisy LXXIV mezhdunarodnoy nauchno-prakticheskoy konferentsii “Problemy i perspektyvy razvitiia zheleznodorozhnoho transporta” (15.05-16.05.2014)” [Proc. Of the 74th Int Scientific and Practical Conf “Problems and

prospects of development of railway transport”]. Dnepropetrovsk, 2011, pp. 298-300. http://ndch.diit.edu.ua/download.php?fileId=1933&id=443

Руководство по применению механических соединений BARTEK производства корпорации DEXTRA. [Электронный ресурс] // 15 с. Режим доступа:http://evrazmetall.ru/files/upload/pdf/333.pdf Проверено: 20.04.2015. Rukovodstvo po primeneniiu mekhanicheskykh soedinenii BARTEK proizvodstva korporatsii DEXTRA. [Guidance on application of mechanical connections of BARTEK of production of corporation DEXTRA.] Aviable at http://evrazmetall.ru/files/upload/pdf/333.pdf (Accessed 20 April 2015). http://evrazmetall.ru/files/upload/pdf/333.pdf

Руководство по применению механических соединений LENTON производства корпорации ERICO. Перевод с англ. - 2003. - 15 с. Rukovodstvo po primeneniiu mehanicheskih soedinenii LENTON proizvodstva korporatsii ERICO. [Guidance on application of mechanical connections of LENTON of production of corporation ERICO.] Aviable at https://erico.com/public/library/Concrete/LT1025.pdf (Accessed 20 April 2015). https://erico.com/public/library/Concrete/LT1025.pdf

Технические условия. Соединения арматуры механические BARTEK производства фирмы DEXTRA. ТУ 4842-192-46854090-2005. - М.: НИИЖБ, 2005 - 19 с. ТU 4842-192-46854090-2005. Soedynenyia armatury mekhanycheskye BARTEK proyzvodstva fyrmy DEXTRA [Connections of armature are mechanical BARTEK productions of firm of DEXTRA]. Moscow, NIIZB, 2005. 19 p. dwg.ru/dnl/4438

Технические условия. Соединения арматуры механические LENTON производства корпорации ERICO. ТУ 4842-196-46854090-2005. - М.:НИИЖБ, 2005. - 28 с. TU 4842-196-46854090-2005. Soedynenyia armatury mekhanycheskye LENTON proyzvodstva korporatsyy ERICO [Connections of armature are mechanical LENTON productions of corporation of ERICO]. Moscow, NIIZB, 2005. 28 p. http://dwg.ru/dnl/4447

Antoine N. Gergess. Design implications of increased live loads on continuous precast, prestressed concrete girder bridges / Antoine N. Gergess, Rajan Sen // PCI Journal Spring, 2013, pp 64-79. http://www.pci.org/uploadedFiles/Siteroot/Publications/PCI_Journal/2013/DOI_Articles/JL-13-Spring-10.pdf

Kiyoji Takeda. Seismic retrofit of reinforced concrete buildings in Japan using external precast, prestressed concrete frames. / Kiyoji Takeda, Kyoya Tanaka, Toshiaki Someya, Asao Sakuda, Yoshiteru Ohno // PCI Journal Summer 2013, pp

-61. http://www.pci.org/uploadedFiles/Siteroot/Publications/PCI_Journal/2013/DOI_Articles/JL-13-SUMMER-7.pdf

Mario E. Rodríguez. Seismic behavior of a type of welded precast concrete beam-column connection. / Mario E. Rodríguez and Miguel Torres-Matos // PCI Journal Summer 2013, pp 81-94. http://www.pci.org/uploadedFiles/Siteroot/Publications/PCI_Journal/2013/DOI_Articles/JL-13-SUMMER-9.pdf

Published

2015-04-05

Issue

Section

Creating of high-tech ecological complexes of Ukraine based on the concept of balance (stable) development