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Tytuł artykułu

The comparative studies of the properties of joint sealants produced by manufacturers and in laboratory conditions with the use of highly modified bitumen

Treść / Zawartość
Identyfikatory
Warianty tytułu
PL
Badania porównawcze właściwości mas zalewowych wytwarzanych przez producentów i w warunkach laboratoryjnych z wykorzystaniem asfaltu wysokomodyfikowanego
Języki publikacji
EN
Abstrakty
EN
Joint sealants produced on the basis of modified bitumen are an effective mean for protection of expansion joints on bridges and for repair of cracks in various road surfaces. A comparative study was performed to evaluate seven hot-applied joint sealants obtained commercially and three joint sealants produced in laboratory conditions with different contents of highly modified asphalt binder (40 to 100%). The basic properties of the joint sealants and asphalt binders were evaluated, including penetration, softening point, breaking point and elastic recovery. Additionally, Fourier infrared spectroscopy (FTIR) method was used to evaluate the chemical composition of the asphalt binders. The variability of the basic properties of joint sealants was estimated in the range from -77.1% to 43.6% in relation to the base asphalt binder. It has been established that the addition of crumb rubber, hydrated lime and rapeseed oil may be viable in controlling the parameters of the joint sealants.
PL
Zalewy szczelin produkowane na bazie asfaltów modyfikowanych są skutecznym rodzajem zabezpieczenia przerw dylatacyjnych na obiektach mostowych oraz naprawy uszkodzeń różnych typów nawierzchni drogowych. Badaniami porównawczymi objęto siedem mas zalewowych stosowanych na gorąco, wytworzonych przez krajowych i zagranicznych producentów, oraz trzy masy zalewowe wytworzone w warunkach laboratoryjnych o różnej zawartości wysokomodyfikowanego lepiszcza asfaltowego (40 do 100%). Ocenie poddano podstawowe cechy lepiszczy asfaltowych oraz parametry wyprodukowanych na ich bazie mas zalewowych, obejmujące: penetrację w 25°C, temperaturę mięknienia, temperaturę łamliwości Fraassa i nawrót sprężysty. Dodatkowo, do porównania składu chemicznego lepiszczy asfaltowych wykorzystano metodę spektroskopii fourierowskiej w podczerwieni (FTIR). Oszacowano procentowy zakres zmienności podstawowych właściwości mas zalewowych w relacji do bazowego lepiszcza asfaltowego w granicach od -77,1% do 43,6% w relacji do bazowego lepiszcza asfaltowego. Ustalono, że istotnym regulatorem parametrów mas zalewowych mogą być dodatki odpadów gumowych, wapna hydratyzowanego oraz oleju rzepakowego.
Rocznik
Strony
227--243
Opis fizyczny
Bibliogr. 45 poz., rys., tab., wykr.
Twórcy
  • Kielce University of Technology, Poland
  • Kielce University of Technology, Poland
  • University of Žilina, Slovakia
  • University of Žilina, Slovakia
  • University of Žilina, Slovakia
Bibliografia
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  • [13] Cao L., Yang C., Dong Z., Nonde L.: Evaluation of Crack Sealant Adhesion Properties under Complex Service Ambient Conditions Based on the Weak Boundary Layer (WBL) Theory. Constr. Build. Mater. 2019, 200, 293-300, doi:10.1016/j.conbuildmat.2018.12.159.
  • [14] Cao L., Yang C., Dong Z., Wang W., Yin H.: Aging Mechanism of Hot-Poured Sealants for Asphalt Pavement under Natural Environmental Exposure. Int. J. Pavement Eng. 2022, 23, 197-206, doi:10.1080/10298436.2020.1736296.
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  • [16] Iwanski M.M., Chomicz-Kowalska A., Maciejewski K.: Impact of Additives on the Foamability of a Road Paving Bitumen. In: Proceedings of the IOP Conference Series: Materials Science and Engineering; 2019; Vol. 603.
  • [17] Iwański M., Mazurek G., Buczyński P., Iwański M.M.: Effects of Hydraulic Binder Composition on the Rheological Characteristics of Recycled Mixtures with Foamed Bitumen for Full Depth Reclamation. Constr. Build. Mater. 2022, 330, 127274, doi:10.1016/j.conbuildmat.2022.127274.
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  • [20] Chomicz-Kowalska A., Bartos J., Maciejewski K., Remisova E., Komacka J., Holy M.: The Effect of WMA Additive on Basic Properties of 35/50 and 50/70 Foamed Road Bitumen. Struct. Environ. 2019, 11, 126-138.
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  • [24] Zhang H., Sheng X., Wang S., Xu T.: Efects of Diferent Modifers on Thermal Stability, Constituents and Microstructures of Asphalt-based Sealant. J. Therm. Anal. Calorim. 2020, 142, 1183-1192.
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  • [26] Gong Y., Wu S., Zhang Y., Pang Y., Ma Y.: Investigation of the High-Temperature and Rheological Properties for Asphalt Sealant Modified by SBS and Rubber Crumb. Polymers (Basel). 2022, 14, 2558, doi:10.3390/polym14132558.
  • [27] Gnatenko R., Tsyrkunova K., Zhdanyuk V.: Technological Sides of Crack Sealing in Asphalt Pavements. Transp. Res. Procedia 2016, 14, 804-810, doi:10.1016/j.trpro.2016.05.028.
  • [28] Holý M., Remišová E.: Analysis of Influence of Bitumen Composition on the Properties Represented by Empirical and Viscosity Test. Transp. Res. Procedia 2019, 40, 34-41, doi:10.1016/j.trpro.2019.07.007.
  • [29] Remisova E., Briliak D., Holy M.: Evaluation of Thermo-Viscous Properties of Bitumen Concerning the Chemical Composition. Materials (Basel). 2023, 16, 1379, doi:10.3390/ma16041379.
  • [30] Di Mascio P., Loprencipe G., Moretti L., Puzzo L., Zoccali P.: Bridge Expansion Joint in Road Transition Curve: Effects Assessment on Heavy Vehicles. Appl. Sci. 2017, 7, 599, doi:10.3390/app7060599.
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  • [32] EN 13880-1: Hot Applied Joint Sealants Test Method for the Determination of Density at 25°C; Comité Européen de Normalisation (CEN): Brussels, Belgium.
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  • [37] Putman B.J., Amirkhanian S.N.: Characterization of the Interaction Effect of Crumb Rubber Modified Binders Using HP-GPC. J. Mater. Civ. Eng. 2010, 22, 153-159, doi:10.1061/(ASCE)0899-1561(2010)22:2(153).
  • [38] PN-EN 14023:2011/Ap1:2014-04: Asfalty i lepiszcza asfaltowe. Zasady klasyfikacji asfaltów modyfikowanych polimerami; PKN, P.K.N., Ed.; Warsaw, Poland.
  • [39] EN 1426: Bitumen and Bituminous Binders - Determination of Needle Penetration; Comité Européen de Normalisation (CEN): Brussels, Belgium.
  • [40] EN 12593: Bitumen and Bituminous Binders - Determination of the Fraass Breaking Point; Comité Européen de Normalisation (CEN): Brussels, Belgium.
  • [41] EN 13398: Bitumen and Bituminous Binders - Determination of the Elastic Recovery of Modified Bitumen; Comité Européen de Normalisation (CEN): Brussels, Belgium.
  • [42] EN 12591: Bitumen and Bituminous Binders - Specifications for Paving Grade Bitumens; Comité Européen de Normalisation (CEN): Brussels, Belgium.
  • [43] Gong Y., Wu S., Zhang Y., Pang Y., Ma Y.: Investigation of the High-Temperature and Rheological Properties for Asphalt Sealant Modified by SBS and Rubber Crumb. Polymers (Basel). 2022, 14, 2558, doi:10.3390/polym14132558.
  • [44] Alfaqawi R.M., Fareed A., Zaidi S.B.A., Airey G.D., Rahim A.: Effect of Hydrated Lime and Other Mineral Fillers on Stiffening and Oxidative Ageing in Bitumen Mastic. Constr. Build. Mater. 2022, 315, 125789, doi:10.1016/j.conbuildmat.2021.125789.
  • [45] Iwański M., Chomicz-Kowalska A., Iwański M.M.: Influence of Hydrated Lime on Durability of SMA Asphalt Pavement with Quartzite Aggregate. Struct. Environ. 2013, 5, 5-11.
Uwagi
The work is supported by the program of the Minister of Science and Higher Education under the following name: Regional Initiative of Excellence in 2019-2023 project number 025/RID/2018/19 financing amount PLN 12.000.000.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6b422090-2b37-4812-93b8-741fb485d797
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