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Please use this identifier to cite or link to this item: http://elar.urfu.ru/handle/10995/75421
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dc.contributor.authorSerbin, S. A.en
dc.contributor.authorDedyukhin, P. O.en
dc.contributor.authorFomin, N. I.en
dc.date.accessioned2024-03-21T08:51:01Z-
dc.date.available2024-03-21T08:51:01Z-
dc.date.issued2019-
dc.identifier.citationSerbin S. A. The analysis of technological parameters of precast-monolithic system with permanent formwork walls / S. A. Serbin, P. O. Dedyukhin, N. I. Fomin // IOP Conference Series: Materials Science and Engineering. — 2019. — Vol. 481. — Iss. 1. — 12051.en
dc.identifier.issn1757-8981-
dc.identifier.other67703id
dc.identifier.otherhttp://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=85063766053m
dc.identifier.otherhttps://doi.org/10.1088/1757-899x/481/1/012051pdf
dc.identifier.otherfd46f43c-46a7-40ba-892b-ca2f6f56122fpure_uuid
dc.identifier.urihttp://elar.urfu.ru/handle/10995/75421-
dc.description.abstractThis article presents a brief description of the research, which consists of determine the optimal parameters of the bay of concreting permanent formwork walls with a spatial reinforcing cage for the construction of precast-monolithic reinforced concrete structures in the construction of civil, public and industrial buildings. The results are presented in the form of graphs, by means of them it is possible according to the specified parameters of permanent formwork, such as the step of the spatial reinforcing cage, the thickness of the monolithic core and the total thickness of the formwork, to determine the recommended technological parameters of construction work, which will not only avoid the destruction of permanent formwork in the process of concrete work in the construction of precast-monolithic reinforced concrete structures in the construction of civil, public and industrial buildings, but also to maximize their manufacturability. © 2019 Published under licence by IOP Publishing Ltd.en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherInstitute of Physics Publishingen
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.rightsgoldother
dc.sourceIOP Conference Series: Materials Science and Engineeringen
dc.subjectCONCRETE BUILDINGSen
dc.subjectCONCRETE CONSTRUCTIONen
dc.subjectCRITICAL INFRASTRUCTURESen
dc.subjectINDUSTRIAL RESEARCHen
dc.subjectOFFICE BUILDINGSen
dc.subjectPUBLIC WORKSen
dc.subjectREINFORCED CONCRETEen
dc.subjectSAFETY ENGINEERINGen
dc.subjectWALLS (STRUCTURAL PARTITIONS)en
dc.subjectCONCRETE WORKSen
dc.subjectCONSTRUCTION WORKSen
dc.subjectINDUSTRIAL BUILDINGSen
dc.subjectMANUFACTURABILITYen
dc.subjectMONOLITHIC SYSTEMSen
dc.subjectOPTIMAL PARAMETERen
dc.subjectPERMANENT FORMWORKen
dc.subjectTECHNOLOGICAL PARAMETERSen
dc.subjectPRECAST CONCRETEen
dc.titleThe analysis of technological parameters of precast-monolithic system with permanent formwork wallsen
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/conferenceObjecten
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.conference.name4th International Conference on Safety Problems of Civil Engineering Critical Infrastructures, Safety 2018en
dc.conference.date4 October 2018 through 5 October 2018-
dc.identifier.doi10.1088/1757-899X/481/1/012051-
dc.identifier.scopus85063766053-
local.affiliationDepartment of Civil Engineering, Ural Federal University, 17 Mira Street, Yekaterinburg, 620002, Russian Federationen
local.contributor.employeeФомин Никита Игоревичru
local.issue1-
local.volume481-
dc.identifier.wos000471072600051-
local.identifier.pure9305942-
local.description.order12051-
local.identifier.eid2-s2.0-85063766053-
local.identifier.wosWOS:000471072600051-
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