SPAN STRUCTURES OF REINFORCED CONCRETE BRIDGES WITH MULTIFUNCTIONAL CANTILEVERS

Authors

  • V.G., Kvasha (National University Lviv Polytechnic, Lviv)
  • YaoXin YaoXin (National University Lviv Polytechnic, Lviv)
  • L.V., Saliychuk (National University Lviv Polytechnic, Lviv)
  • R.A. Shulyar (National University Lviv Polytechnic, Lviv)

DOI:

https://doi.org/10.31713/budres.v0i39.020

Abstract

Inthispaper, theroleofcantileverelementsinreinforcedconcretebeamspanstructuresofbridgesisshownontypicalexamplesofrealbridges, andalsovariousvariantsoftheirmultipurposeapplicationas a partofcrosssectionsbothinconstructionofnew, andduringreconstructionofexistingbridgesareconsidered.

Therolesofconsolesinspanstructuresis mainly determined by their length, so increasing the length to 3-4 m makes it possibletoplaceonthemnotonlythesidewalk, butalsothebikepathandedgelaneofthebridgedeck. Becausetheseelementstherewillbemoreextraspaceonthebridgedeck, thebeamstructurecanbedesignedmorereasonablytoreducethenumberofmainbeamsandthewidthofthepier.Inaddition, thelongplateconsoleprotectsthesurfaceofthesidebeamfromobliquerainandsolarradiation, simplifiesdrainageintotheguttersthroughthesideedge, andalsohasanarchitecturalandaesthetic.

Rationaluseofcantilever overhangs of considerable length makes it possible to optimize cross-sections for both new and reconstructedbridgesandtoobtainsignificantsavingsofmaterialsandfundswithoutanylossofnormaloperationindicatorsandperformance.

Published

2024-03-28

Issue

Section

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