Page 31 - Demo
P. 31


                                    %u0411%u0415%u0422%u041e%u041d%u041d%u042b%u0415 %u0422%u0415%u0425%u041d%u041e%u041b%u041e%u0413%u0418%u0418www.cpi-worldwide.com CPI %u2013 Concrete Plant International | Eurasia Edition %u2013 6 | 2025 31%u043d%u043e%u0441%u0442%u044c %u043d%u0430 %u0441%u0436%u0430%u0442%u0438%u0435 %u0431%u0435%u0442%u043e%u043d%u043e%u0432 LC3 %u0442%u0430%u043a%u0436%u0435, %u043f%u043e-%u0432%u0438%u0434%u0438%u043c%u043e%u043c%u0443, %u0437%u0430%u0432%u0438%u0441%u0438%u0442 %u043e%u0442 %u0443%u0434%u0435%u043b%u044c%u043d%u043e%u0439 %u043f%u043e%u0432%u0435%u0440%u0445%u043d%u043e%u0441%u0442%u0438 %u0433%u043b%u0438%u043d%u044b %u0438 %u0443%u0440%u043e%u0432%u043d%u044f %u0449%u0435%u043b%u043e%u0447%u0435%u0439 %u0432 %u0441%u0438%u0441%u0442%u0435%u043c%u0435.%u2022 %u0420%u0430%u0437%u043b%u0438%u0447%u043d%u044b%u0435 %u0441%u0438%u0441%u0442%u0435%u043c%u044b LC3, %u043d%u0435%u0437%u0430%u0432%u0438%u0441%u0438%u043c%u043e %u043e%u0442 %u0441%u043e%u0434%u0435%u0440%u0436%u0430%u043d%u0438%u044f %u043a%u043b%u0438%u043d%u043a%u0435%u0440%u0430 %u0438 %u0442%u0438%u043f%u0430 %u0433%u043b%u0438%u043d%u044b, %u043c%u0438%u043d%u0438%u043c%u0430%u043b%u044c%u043d%u043e %u0432%u043b%u0438%u044f%u044e%u0442 %u043d%u0430 %u043c%u043e%u0434%u0443%u043b%u044c %u0443%u043f%u0440%u0443%u0433%u043e%u0441%u0442%u0438 %u0431%u0435%u0442%u043e%u043d%u0430 %u043f%u043e %u0441%u0440%u0430%u0432%u043d%u0435%u043d%u0438%u044e %u0441 %u0431%u0435%u0442%u043e%u043d%u043e%u043c, %u043f%u0440%u043e%u0438%u0437%u0432%u0435%u0434%u0435%u043d%u043d%u044b%u043c %u0441 %u0442%u0440%u0430%u0434%u0438%u0446%u0438%u043e%u043d%u043d%u044b%u043c%u0438 %u0442%u0438%u043f%u0430%u043c%u0438 %u0446%u0435%u043c%u0435%u043d%u0442%u0430.%u2022 %u0421%u043c%u0435%u0441%u0438 LC3 %u0434%u0430%u044e%u0442 %u043c%u0435%u043d%u044c%u0448%u0443%u044e %u0443%u0441%u0430%u0434%u043e%u0447%u043d%u0443%u044e %u0434%u0435%u0444%u043e%u0440%u043c%u0430%u0446%u0438%u044e %u043f%u0440%u0438 %u0432%u044b%u0441%u044b%u0445%u0430%u043d%u0438%u0438, %u0447%u0435%u043c %u0441%u043c%u0435%u0441%u044c %u0441%u043e 100% %u0442%u0440%u0430%u0434%u0438%u0446%u0438%u043e%u043d%u043d%u043e%u0433%u043e %u0446%u0435%u043c%u0435%u043d%u0442%u0430 %u0426%u0415%u041c II/A-L %u0438%u043b%u0438 %u0441%u043c%u0435%u0441%u044c %u0441 %u0437%u0430%u043c%u0435%u0449%u0435%u043d%u0438%u0435%u043c 50% %u0426%u0415%u041c II %u043d%u0430 %u041c%u0413%u0414%u0428, %u043f%u0440%u0438 %u0443%u0441%u043b%u043e%u0432%u0438%u0438, %u0447%u0442%u043e %u0441%u043e%u0434%u0435%u0440%u0436%u0430%u043d%u0438%u0435 Na2O%u044d%u043a%u0432.%u0432 %u0441%u0438%u0441%u0442%u0435%u043c%u0435 %u043d%u0435 %u044f%u0432%u043b%u044f%u0435%u0442%u0441%u044f %u0432%u044b%u0441%u043e%u043a%u0438%u043c.%u0421%u0432%u043e%u0439%u0441%u0442%u0432%u0430 %u0434%u043e%u043b%u0433%u043e%u0432%u0435%u0447%u043d%u043e%u0441%u0442%u0438 %u0431%u0435%u0442%u043e%u043d%u043d%u044b%u0445 %u0441%u0438%u0441%u0442%u0435%u043c, %u0440%u0430%u0441%u0441%u043c%u043e%u0442%u0440%u0435%u043d%u043d%u044b%u0445 %u0432 %u0434%u0430%u043d%u043d%u043e%u0439 %u0441%u0442%u0430%u0442%u044c%u0435, %u0431%u0443%u0434%u0443%u0442 %u043e%u0441%u0432%u0435%u0449%u0435%u043d%u044b %u0432 %u0441%u043b%u0435%u0434%u0443%u044e%u0449%u0435%u0439 %u043f%u0443%u0431%u043b%u0438%u043a%u0430%u0446%u0438%u0438 %u0432 %u043d%u043e%u0432%u043e%u043c %u043d%u043e%u043c%u0435%u0440%u0435 %u0436%u0443%u0440%u043d%u0430%u043b%u0430. %u0084%u0418%u0441%u0442%u043e%u0447%u043d%u0438%u043a%u0438[1] K.L. Scrivener, V.M. John, E.M. Gartner, Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry, Cem. Concr. Res. 114 (2018) 2%u201326. https://doi.org/10.1016/j.cemconres.2018.03.015.[2] A. Alujas, R. Fern%u00e1ndez, R. Quintana, K.L. Scrivener, F. Martirena, Pozzolanic reactivity of low grade kaolinitic clays: Influence of calcination temperature and impact of calcination products on OPC hydration, Appl. Clay Sci. 108 (2015) 94%u2013101. https://doi.org/10.1016/j.clay.2015.01.028.[3] M. Antoni, J. Rossen, F. Martirena, K. Scrivener, Cement substitution by a combination of metakaolin and limestone, Cem. Concr. Res. 42 (2012) 1579%u20131589. https://doi.org/10.1016/j.cemconres.2012.09.006.[4] Y. Dhandapani, T. Sakthivel, M. Santhanam, R. Gettu, R.G. Pillai, Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3), Cem. Concr. Res. 107 (2018) 136%u2013151. https://doi.org/10.1016/j.cemconres.2018.02.005.[5] R.G. Pillai, R. Gettu, M. Santhanam, S. Rengaraju, Y. Dhandapani, S. Rathnarajan, A.S. Basavaraj, Service life and life cycle assessment of reinforced concrete systems with limestone calcined clay cement (LC3), Cem. Concr. Res. 118 (2019) 111%u2013119. https://doi.org/10.1016/j.cemconres.2018.11.019.[6] S.S. Berriel, A. Favier, E.R. Dom%u00ednguez, I.S. Machado, U. Heierli, K. Scrivener, F.M. Hern%u00e1ndez, G. Habert, Assessing the environmental and economic potential of Limestone Calcined Clay Cement in Cuba, J. Clean. Prod. 124 (2016) 361%u2013369. https://doi.org/10.1016/ j.jclepro.2016.02.125.[7] L.M. Vizca%u00edno-Andr%u00e9s, S. S%u00e1nchez-Berriel, S. Damas-Carrera, A. P%u00e9rez-Hern%u00e1ndez, K.L. Scrivener, J.F. Martirena-Hern%u00e1ndez, Industrial trial to produce a low clinker, low carbon cement, Mater. Construcci%u00f3n. 65 (2015). https://doi.org/10.3989/mc.2015.00614.[8] S. Bishnoi, S. Maity, A. Mallik, S. Joseph, S. Krishnan, Pilot scale manufacture of limestone calcined clay cement : The Indian experience, Indian Concr. J. 88 (2014) 22%u201328.[9] R.G. Pillai, R. Gettu, M. Santhanam, Use of supplementary cementitious materials (SCMs) in reinforced concrete systems %u2013 Benefits and limitations, Rev. ALCONPAT. 10 (2020) 147%u2013164. https://doi.org/10.21041/ra.v10i2.477.[10] Leo, E., Alexander, M., Beushausen, H. (2023), %u2018Optimisation of mix proportions of LC3 binders with African clays, based on compressive strength of mortars, and associated hydration aspects%u2019, Cement and Concrete Research.[11] SANS 5863, Concrete tests %u2014 Compressive strength of hardened concrete, (2006) 9.[12] BS 1881, Testing concrete Part 121. Method for determination of static modulus of elasticity in compression, (1983) 7.[13] ASTM C157, Standard Test Method for Length Change Of Hardened Cement Mortar And Concrete, (2017) 1%u20137. https://doi.org/10.1520/C0157.[14] Leo, E., Alexander, M., Beushausen, H. (2024), %u2018Compressive strength and durability performance of limestone calcined clay cement concrete made from selected African raw materials%u2019, Construction and Building Materials, Volume 438.www.sr-schindler.comHighestPerformance & QualityMaximizedMachine AvailabilityLow MaintenanceRequirementsREFINEMENTAT ITS BEST ELEVATE YOUR CONCRETE PRODUCTSHighestPerformance & QualityMaximizedMachine AvailabilityLow MaintenanceRequirementsDownloadbrochuresSR Schindler offers advanced machines and production lines to transform concretepavers and slabs into premium products. From calibrating, grinding, shot blasting to curling, coating, splitting and edge treatment, our solutions ensure unique, high-quality surfaces that stand out.,QQRYDWLYH%u0011%u00035HOLDEOH%u0011%u0003(I%u0364%u0003FLHQW%u0011
                                
   25   26   27   28   29   30   31   32   33   34   35