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Badania porównawcze właściwości mas zalewowych wytwarzanych przez producentów i w warunkach laboratoryjnych z wykorzystaniem asfaltu wysokomodyfikowanego
Języki publikacji
Abstrakty
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.
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.
Czasopismo
Rocznik
Tom
Strony
227--243
Opis fizyczny
Bibliogr. 45 poz., rys., tab., wykr.
Twórcy
autor
- Kielce University of Technology, Poland
autor
- Kielce University of Technology, Poland
autor
- University of Žilina, Slovakia
autor
- University of Žilina, Slovakia
autor
- University of Žilina, Slovakia
Bibliografia
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- [38] PN-EN 14023:2011/Ap1:2014-04: Asfalty i lepiszcza asfaltowe. Zasady klasyfikacji asfaltów modyfikowanych polimerami; PKN, P.K.N., Ed.; Warsaw, Poland.
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- [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