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Energies 2022, 15, 6356 block-only samples, and a comparison was undertaken with different combinations of block-only samples, and a comparison was undertaken with different combinations of 5 of 20 The concrete, cement block and PCM panels used are shown in Figure 4. PCMs were The concrete, cement block and PCM panels used are shown in Figure 4. PCMs were encapsulated in an aluminum panel with 450 mm × 300 mm cross-section and thickness encapsulated in an aluminum panel with 450 mm × 300 mm cross-section and thickness of 10 mm. Experimental tests were carried out for baseline cases of concrete- and cement- of 10 mm. Experimental tests were carried out for baseline cases of concrete- and cement- embedded PCMs in these construction materials. Figure 5 describes the temperature sen- embedded PCMs in these construction materials. Figure 5 describes the temperature sen- sor locations and geometry details of samples used for different tank input temperatures. sor locations and geometry details of samples used for different tank input temperatures. Figure 4. Concrete, cement block and PCM panel used in experimental tests. FiFgiugruer4e.4C.oCnocrnectree,tce,mcemntebnltocbkloacnkdaPnCdMPCpaMneplaunselduinseedxpinereixmpeenrtiaml teenstas.l tests. Figure 5. Experimental layout and temperature sensor locations of test samples configurations Figure 5. Experimental layout and temperature sensor locations of test samples configurations Figure 5. Experimental layout and temperature sensor locations of test samples configurations (a) concrete only (b) concrete with PCMs (c) cement block with PCMs. (a()ac)ocnocnrcertetoenolynl(yb)(bco)nccornecterewteitwhiPtChMPCsM(c)sc(ecm)ceenmt belnotckblwocitkhwPCitMhsP.CMs. Figure 3 shows the baseline case for concrete followed by different combinations of dual PCMs. The constant hot climatic conditions were generated in the lab through the heat supplied by the hot plate to the sample bottom, where the bottom section was simulating the external surface of the building. The sides of the samples were insulated through EPS sheets, and the adiabatic boundary condition was maintained at the side walls. The top of the sample was cooled in ambient air by natural convection. Temperature was recorded at different locations, as outlined in Figure 5. T1 and T9 were on the bottom of the samples, and T5 and T13 were temperatures on the top of the samples, respectively. T14 and T17 were used at the bottom and top for the baseline cement block configuration only.PDF Image | PCM-Integrated Building Construction
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