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	<front>
		<journal-meta>
			<journal-id journal-id-type="publisher-id">MC</journal-id>
			<journal-title-group>
				<journal-title>Materiales de Construcci&#xf3;n</journal-title>
				<abbrev-journal-title abbrev-type="publisher">Mater. construcc.</abbrev-journal-title>
			</journal-title-group>
			<issn publication-format="electronic">1988-3226</issn>
			<issn-l>0465-2746</issn-l>
			<publisher>
				<publisher-name>Consejo Superior de Investigaciones Cient&#xed;ficas</publisher-name>
			</publisher>
		</journal-meta>
		<article-meta>
			<article-id pub-id-type="publisher-id">mc.2023.346323</article-id>
			<article-id pub-id-type="doi">10.3989/mc.2023.346323</article-id>
			<article-categories>
				<subj-group subj-group-type="heading">
					<subject>Research Articles</subject>
				</subj-group>
			</article-categories>
			<title-group>
				<article-title>Eco-efficient thermoacoustic panels made of totora and gypsum for sustainable rural housing ceilings</article-title>
				<trans-title-group xml:lang="es">
					<trans-title>Paneles termoac&#xfa;sticos ecoeficientes de totora y yeso para cielo raso en viviendas rurales sostenibles</trans-title>
				</trans-title-group>
			</title-group>
			<contrib-group>
				<contrib contrib-type="author" corresp="yes">
					<contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-9294-6359</contrib-id>
					<name>
						<surname>Huaquisto-C&#xe1;ceres</surname>
						<given-names>S.</given-names>
					</name>
					<email xlink:href="shuaquisto@unap.edu.pe">shuaquisto@unap.edu.pe</email>
					<aff id="aff1"><institution content-type="school">Escuela Profesional de Ingenier&#xed;a Civil</institution>, <institution content-type="university">Universidad Nacional del Altiplano</institution>, (<addr-line>Puno</addr-line>, <country>Per&#xfa;</country>)</aff>
					<role content-type="http://credit.niso.org/contributor-roles/conceptualization/">Conceptualization</role>
					<role content-type="http://credit.niso.org/contributor-roles/data-curation/">Data curation</role>
					<role content-type="http://credit.niso.org/contributor-roles/formal-analysis/">Formal analysis</role>
					<role content-type="http://credit.niso.org/contributor-roles/investigation/">Investigation</role>
					<role content-type="http://credit.niso.org/contributor-roles/methodology/">Methodology</role>
					<role content-type="http://credit.niso.org/contributor-roles/supervision/">Supervision</role>
					<role content-type="http://credit.niso.org/contributor-roles/visualization/">Visualization</role>
					<role content-type="http://credit.niso.org/contributor-roles/writing-original-draft/">Writing, original draft</role>
					<role content-type="http://credit.niso.org/contributor-roles/writing-review-editing/">Writing, review &amp; editing</role>
				</contrib>
				<contrib contrib-type="author">
					<contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-1580-2968</contrib-id>
					<name>
						<surname>Pari-Quispe</surname>
						<given-names>D.K.</given-names>
					</name>
					<aff id="aff2"><institution content-type="research-group">SICAC Grupo de investigaci&#xf3;n</institution>, <institution content-type="university">Universidade de Bras&#xed;lia</institution>, (<addr-line>Brasilia</addr-line>, <country>Brasil</country>)</aff>
					<role content-type="http://credit.niso.org/contributor-roles/conceptualization/">Conceptualization</role>
					<role content-type="http://credit.niso.org/contributor-roles/investigation/">Investigation</role>
					<role content-type="http://credit.niso.org/contributor-roles/methodology/">Methodology</role>
					<role content-type="http://credit.niso.org/contributor-roles/validation/">Validation</role>
					<role content-type="http://credit.niso.org/contributor-roles/writing-original-draft/">Writing, original draft</role>
					<role content-type="http://credit.niso.org/contributor-roles/writing-review-editing/">Writing, review &amp; editing</role>
				</contrib>
				<contrib contrib-type="author">
					<contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-8309-3630</contrib-id>
					<name>
						<surname>Cruz-Maron</surname>
						<given-names>R.A.</given-names>
					</name>
					<aff id="aff3"><institution content-type="school">Escuela Profesional de Ingenier&#xed;a Civil</institution>, <institution content-type="university">Universidad Nacional del Altiplano</institution>, (<addr-line>Puno</addr-line>, <country>Per&#xfa;</country>)</aff>
					<role content-type="http://credit.niso.org/contributor-roles/data-curation/">Data curation</role>
					<role content-type="http://credit.niso.org/contributor-roles/funding-acquisition/">Funding acquisition</role>
					<role content-type="http://credit.niso.org/contributor-roles/project-administration/">Project administration</role>
					<role content-type="http://credit.niso.org/contributor-roles/resources/">Resources</role>
					<role content-type="http://credit.niso.org/contributor-roles/supervision/">Supervision</role>
					<role content-type="http://credit.niso.org/contributor-roles/validation/">Validation</role>
				</contrib>
			</contrib-group>
			<pub-date pub-type="epub">
				<day>01</day>
				<month>12</month>
				<year>2023</year>
			</pub-date>
			<pub-date pub-type="collection">
				<month>12</month>
				<year>2023</year>
			</pub-date>
			<volume>73</volume>
			<issue>352</issue>
			<elocation-id>e331</elocation-id>
			<history>
				<date date-type="received">
					<day>19</day>
					<month>01</month>
					<year>2023</year>
				</date>
				<date date-type="accepted">
					<day>18</day>
					<month>06</month>
					<year>2023</year>
				</date>
				<date date-type="pub">
					<day>02</day>
					<month>11</month>
					<year>2023</year>
				</date>
			</history>
			<permissions>
				<copyright-statement>&#xa9;2023 CSIC</copyright-statement>
				<copyright-year>2023</copyright-year>
				<license license-type="open-access" xlink:href="https://creativecommons.org/licenses/by/4.0/">
					<license-p>This is an open-access article distributed under the terms of the Creative Commons Attribution 4.0 International (CC BY 4.0) License.</license-p>
				</license>
			</permissions>
			<self-uri xlink:href="http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/XXXX/XXXX"/>
			<abstract>
				<title>Abstract</title>
				<p>The energy deficiency in rural housing in the Andes of Peru is recurrent. In this context, local and low environmental impact materials present an opportunity. This research evaluated the properties of five panels composed of totora and gypsum for ceiling applications. Firstly, the physical and durability properties were obtained. Then, impact and fire resistance were evaluated. Finally, thermoacoustic properties were assessed. The results showed a moisture level of 10.25%, water absorption of 354.85% which is considered high, and a dry density of 292.84 kg/m<sup>3</sup>. Adequate durability to fungus with resin on both sides. The panels&#x2019; fire resistance is superior to 60 minutes, with a safe impact criterion for 10 N and a functionality criterion for 5 N. The average values for the panels were 0.061 W/m&#xb7;K for thermal insulation and 0.54 for NRC. Therefore, it is possible to produce an insulating material for thermoacoustic improvement.</p>
			</abstract>
			<trans-abstract xml:lang="es">
				<title>Resumen</title>
				<p>La deficiencia energ&#xe9;tica en la vivienda rural de los andes de Per&#xfa; es recurrente. En este contexto, los materiales locales y de bajo impacto ambiental constituyen una oportunidad. La presente investigaci&#xf3;n evalu&#xf3; las propiedades de cinco paneles compuestos de totora y yeso para cielo raso. Primeramente, se obtuvieron las propiedades f&#xed;sicas y de durabilidad. Seguidamente se evalu&#xf3; la resistencia al impacto y al fuego. Finalmente se evaluaron propiedades termoac&#xfa;sticas. Los resultados muestran humedad de 10.25%, absorci&#xf3;n de agua de 354.85% considerada alta y densidad seca de 292.84 kg/m<sup>3</sup>, as&#xed; como una adecuada durabilidad al hongo con resina en ambas caras. La resistencia al fuego de los paneles es superior a 60 minutos, criterio seguro al impacto para 10 N y criterio de funcionalidad para 5 N. Se obtuvieron adem&#xe1;s valores medios de los paneles de 0.061 W/m&#xb7;K para el aislamiento t&#xe9;rmico y 0.54 de NRC. De esta forma, es posible producir un material aislante para la mejora termoac&#xfa;stica.</p>
			</trans-abstract>
			<kwd-group>
				<kwd>Thermal insulation</kwd>
				<kwd>Plant fibers</kwd>
				<kwd>Fiber panels</kwd>
				<kwd>Sustainable materials</kwd>
				<kwd>Rural housing</kwd>
			</kwd-group>
			<kwd-group xml:lang="es">
				<kwd>Aislantes t&#xe9;rmicos</kwd>
				<kwd>Fibras vegetales</kwd>
				<kwd>Paneles de fibra</kwd>
				<kwd>Materiales sostenibles</kwd>
				<kwd>Vivienda rural</kwd>
			</kwd-group>
			<counts>
				<fig-count count="7"/>
				<table-count count="4"/>
				<equation-count count="0"/>
				<ref-count count="60"/>
				<page-count count="12"/>
			</counts>
		</article-meta>
	</front>
	<body>
		<sec id="sec1" sec-type="intro">
			<label>1.</label>
			<title>Introduction</title>
			<p>The rural housing located in the highlands of the Andes, such as the Mesoandean and Altoandean zones in the department of Puno, Peru, corresponding to bioclimatic zones 4 and 5 according to Peruvian Norm EM.110 (<xref ref-type="bibr" rid="B1">1</xref>), is characterized by recurrent energy poverty inside the homes, which leads to health problems for its occupants (<xref ref-type="bibr" rid="B2">2</xref>). Heating the home can be difficult and costly, particularly for those on low incomes (<xref ref-type="bibr" rid="B3">3</xref>). The outdoor temperatures in the aforementioned zones drop below 0 &#xb0;C due to a recurring climatic phenomenon called &#x201c;frost&#x201d; (<xref ref-type="bibr" rid="B4">4</xref>). This phenomenon has an impact on housing because it lacks thermal protection in its envelope, and over time has lost its vernacular legacy that involved insulated roofs with Ichu, a local abundant straw. The housing has adobe walls and makes massive use of metal coverings commonly known as &#x201c;calamina&#x201d;, which significantly raises indoor temperatures during the day, but that gain is quickly lost in the early hours of the night (<xref ref-type="bibr" rid="B5">5</xref>). This change worsens the thermal performance of rural houses. Field measurements during the coldest months showed indoor temperatures around 0 &#xb0;C at night (<xref ref-type="bibr" rid="B6">6</xref>). Considering that for this type of single-story housing, the greatest thermo-energy losses occur in the following order: through the roof, walls, and air infiltration through carpentry (<xref ref-type="bibr" rid="B7">7</xref>). The roofs assume the true protagonist in the formation of interior space at the thermal level (<xref ref-type="bibr" rid="B8">8</xref>, <xref ref-type="bibr" rid="B9">9</xref>). It is necessary to give importance to materials that allow for the conservation of the heat gained during the day and to conserve it at night (<xref ref-type="bibr" rid="B10">10</xref>). In addition, they should avoid large thermal fluctuations when the occupants spend most of their time inside.</p>
			<p>Currently, there are a large number of conventional materials used as thermal and acoustic insulation in buildings, with high energy consumption in their processing and problems of reuse that affect the environment. This is due to the requirements of standardization and acceleration of the building process, which often ignores local reality in international architecture. In the context of civil construction, natural fibers could be explored to allow architecture a more sustainable future (<xref ref-type="bibr" rid="B11">11</xref>). Nowadays, the use of natural materials and incorporation of plant fibers in the production of numerous systems is intensifying. By using compounds in construction that can be used as sustainable and low-cost substitutes (<xref ref-type="bibr" rid="B12">12</xref>).</p>
			<p>Lake Titicaca, located in Peru, South America, offers a valuable resource in the form of totora. This plant is a potential insulation material that compares favorably with industrialized and commercialized thermal insulators. It is a highly sustainable and low-cost alternative, capable of greatly improving energy efficiency in areas close to its growth or cultivation (<xref ref-type="bibr" rid="B13 B14 B15">13-15</xref>). Several traditional communities, such as those near Lake San Pablo in Ecuador or the Uros in Lake Titicaca, have used this plant for a long time, and some still use it today (<xref ref-type="bibr" rid="B16">16</xref>). The Titicaca National Reserve (TNR) has approximately 16,058.62 hectares of totora beds (<xref ref-type="bibr" rid="B17">17</xref>). Currently, there is a waste and burning of totora during the dry season, mainly in the months of september and october, caused by communities located along the lake&#x2019;s shore. They burn the mature and dry stems to obtain tender regrowth, which constitutes a problem and a threat to the local ecosystem (<xref ref-type="bibr" rid="B18">18</xref>).</p>
			<p>Studies carried out in extremely cold regions of the Peruvian highlands, based on the conception of passive strategies and the almost exclusive use of local and natural materials such as totora, gypsum and adobe in the building envelope, allowed for an increase in the indoor temperature of multi-use spaces in rural households (<xref ref-type="bibr" rid="B5">5</xref>, <xref ref-type="bibr" rid="B19">19</xref>). Therefore, these materials are presented as potential solutions in the area.</p>
			<p>The objective of the study is to evaluate the physical properties of moisture, absorption, density, durability against fungus, thermal and acoustic insulation, fire resistance, and impact resistance of the combined material of totora and gypsum applied in the ceiling of typical rural houses in the department of Puno.</p>
		</sec>
		<sec id="sec2" sec-type="materials|methods">
			<label>2.</label>
			<title>Materials and methods</title>
			<p>A characterization of the main raw materials used in the present study was conducted. We have the totora and gypsum. The &#x201c;totora&#x201d; is an erect herbaceous plant that grows in flooded areas, streams, wetlands, and sandy areas, belonging to the Juncaceae family (<xref ref-type="bibr" rid="B13">13</xref>). In the available literature, according to the Word Checklist of Selected Plant Families (WCSP), it has been identified with different taxa, such as Scirpus californicus var. Tatora (Kunth) Barros, S. californicus subesp. Tatora (Kunth) T. Koyama, and Schoenoplectus tatora (Kunth) Palla, which are synonyms for Schoenoplectus californicus (<xref ref-type="bibr" rid="B14">14</xref>). However, the most abundant taxon in Lake Titicaca is Schoenoplectus Tatora (<xref ref-type="bibr" rid="B13">13</xref>, <xref ref-type="bibr" rid="B20">20</xref>). The availability of this material in rural communities is extensive, as well as its traditional use.</p>
			<p>The insulation capacity of totora and its suitability for use as an insulating material in the highlands of Puno, Peru, were analyzed. The tests were conducted in a laboratory at the University of Minnesota following the standard ASTMC1155-95:2013, which determines the thermal resistance of building envelope components based on in-situ data. The reported conductivity from these tests was 0.083 W/m&#xb7;K (<xref ref-type="bibr" rid="B13">13</xref>), indicating its good thermal performance for insulation purposes. The fast growth rate, high renovation capacity, low density, spongy internal structure, and the favorable weight-resistance ratio make this material an intriguing option for studying its application in thermal insulation in the construction sector (<xref ref-type="bibr" rid="B21">21</xref>).</p>
			<p>Another versatile material known for its properties, which can change repeatedly through a reversible hydration reaction and is totally and infinitely recyclable, is the dihydrate calcium sulfate (CaSO<sub>4</sub>&#xb7;2H<sub>2</sub>O) commonly known as gypsum (<xref ref-type="bibr" rid="B22">22</xref>). The material has transitioned from artisanal to industrial, being one of the most common mineral binders with energy savings in its manufacturing process and low CO<sub>2</sub> emissions. It has a neutral pH and is usually white with desirable decorative properties. It is an excellent material for molding, fire resistance, and noise reduction. However, gypsum products have low water resistance (<xref ref-type="bibr" rid="B23">23</xref>). Several authors have studied the use of gypsum in combination with organic materials, such as incorporating wood waste into the gypsum matrix, for the development of false ceiling boards with improved thermal and acoustic properties (<xref ref-type="bibr" rid="B24">24</xref>). Gypsum boards are used in walls or ceilings with light gauge steel structure as the main fire-resistant material, in addition to thermal protection (<xref ref-type="bibr" rid="B25">25</xref>). Low thermal conductivity values for gypsum of 0.17 W/m&#xb7;K have been recorded, indicating that it behaves as a good thermal insulator (<xref ref-type="bibr" rid="B26">26</xref>). For standard gypsum boards for ceilings according to the UNE-EN 12667 Standard, thermal conductivity values of 0.30 W/m&#xb7;K have been shown. A Noise Reduction Coefficient (NRC) according to the EN ISO 10534-2 Standard of 0.12 (<xref ref-type="bibr" rid="B27">27</xref>) and density of 810 kg/m<sup>3</sup> (<xref ref-type="bibr" rid="B28">28</xref>) have been registered. Its use in the study area would be appropriate due to its good thermal acoustic response properties and local availability in combination with totora.</p>
			<p>The study was carried out in three stages. Firstly, the study location for the extraction of raw materials and the procedure for obtaining the panels according to the most commonly used weaving techniques by the local community were defined. For this purpose, the community of Chimu was chosen, located in the coastal area of Lake Titicaca at a latitude of 15&#xb0; 51&#x2019; 18.3&#x201d; South, a longitude of 69&#xb0; 57&#x2019; 56.3&#x201d; West, and an altitude of 3909 meters above sea level. The town is home to single-family rural dwellings and residents engaged in the extraction and weaving of totora blankets, as shown in <xref ref-type="fig" rid="f1">Figure 1</xref>.</p>
			<fig id="f1">
				<label>Figure 1</label>
				<caption>
					<title>a) Study location. b) Extraction and drying of totora. c) Single-family rural housing.</title>
				</caption>
				<graphic id="gra-1" xlink:href="MC-73-352-e331-gf1.png"/>
			</fig>
			<p>Three types of weaving techniques were chosen, called &#x201c;Kesana&#x201d;, &#x201c;Hilada&#x201d;, and &#x201c;Hicalina&#x201d;, for the evaluation of five types of panels named T1, T2, T3, T4, and T5, to which a layer of gypsum was added. <xref ref-type="table" rid="t1">Table 1</xref> and <xref ref-type="fig" rid="f2">Figure 2</xref> show the details of the panels.</p>
			<table-wrap id="t1">
				<label>Table 1</label>
				<caption>
					<title>Panel types and sizing.</title>
				</caption>
				<table>
					<colgroup>
						<col/>
						<col/>
						<col/>
						<col/>
						<col/>
						<col/>
					</colgroup>
					<thead>
						<tr>
							<th align="center">Type of totora panel</th>
							<th align="left">Technique realized</th>
							<th align="center">Long (mm)</th>
							<th align="center">Width (mm)</th>
							<th align="center">Thickness (mm)</th>
							<th align="center">Gypsum layer (mm)</th>
						</tr>
					</thead>
					<tbody>
						<tr>
							<td align="center">T1</td>
							<td align="left">Kesana</td>
							<td align="center">310</td>
							<td align="center">310</td>
							<td align="center">25</td>
							<td align="center">5</td>
						</tr>
						<tr>
							<td align="center">T2</td>
							<td align="left">Kesana</td>
							<td align="center">310</td>
							<td align="center">310</td>
							<td align="center">20</td>
							<td align="center">5</td>
						</tr>
						<tr>
							<td align="center">T3</td>
							<td align="left">Hilada</td>
							<td align="center">460</td>
							<td align="center">460</td>
							<td align="center">20</td>
							<td align="center">5</td>
						</tr>
						<tr>
							<td align="center">T4</td>
							<td align="left">Hilada</td>
							<td align="center">460</td>
							<td align="center">460</td>
							<td align="center">15</td>
							<td align="center">5</td>
						</tr>
						<tr>
							<td align="center">T5</td>
							<td align="left">Hicalina</td>
							<td align="center">460</td>
							<td align="center">460</td>
							<td align="center">10</td>
							<td align="center">10</td>
						</tr>
					</tbody>
				</table>
			</table-wrap>
			<fig id="f2">
				<label>Figure 2</label>
				<caption>
					<title>Totora panels. a) Kesana (T1 and T2). b) Hilada (T3 and T4). c) Hicalina (T5). (d) Combined panel (totora with gypsum coating).</title>
				</caption>
				<graphic id="gra-2" xlink:href="MC-73-352-e331-gf2.png"/>
			</fig>
			<p>The following dimensions and thicknesses were considered to verify the behavior of each one in the testing process and to analyze which ones could self-support better. It was also determined which one responds better to the tests performed compared to the standard suspended modular ceiling panel that is placed on a support structure, the modules are supported without fixings and can be uninstalled freely (<xref ref-type="bibr" rid="B29">29</xref>). This arrangement is the most commonly used and the one that is desired to be replaced.</p>
			<p>The assembled panels were taken to the laboratory to obtain their physical and durability properties. The moisture content of the totora panel was determined by calculating the ratio between its water content after natural drying and its weight in a dry state in an oven. Regarding water absorption, the guidelines suggested by ASTM C127-15 (<xref ref-type="bibr" rid="B30">30</xref>) for aggregates were considered, as there is no standardized procedure addressing water absorption by totora. Additionally, the apparent density was determined by weighing the dried totora-gypsum panel and dividing it by its apparent volume, which takes into account the pores or voids in the material. The durability against the fungus Rhizopus Stolonifer was tested following the ASTM D 2017-05 (<xref ref-type="bibr" rid="B31">31</xref>) and UNE-EN 350 (<xref ref-type="bibr" rid="B32">32</xref>) standards over a period of ten weeks. A piece was extracted from each panel every two weeks and observed under a microscope to verify the resulting damage. Three types of samples were used, referred to as M1, M2, and M3. Sample M1 consisted of totora without resin, M2 consisted of totora with a thin resin on one side, and M3 consisted of totora with resin on both sides. The resin used was varnish.</p>
			<p>Next, the fire resistance properties were analyzed with reference to DIN 4102-1 (<xref ref-type="bibr" rid="B33">33</xref>) and ASTM E119-20 (<xref ref-type="bibr" rid="B34">34</xref>) for both exposed and non-exposed sides of the five types of combined panels, as well as impact resistance according to the Technical Report (<xref ref-type="bibr" rid="B35">35</xref>). Finally, the thermoacoustic properties were evaluated. For thermal insulation, thermal conductivity was assessed using the Thermal Conductivity Apparatus (<xref ref-type="bibr" rid="B36">36</xref>), which measured the amount of heat transferred by conduction through the material being studied, determining the time in which a mass of ice melted. To evaluate acoustic insulation, the NRC coefficient for materials was considered using a Soundproof Chamber (<xref ref-type="bibr" rid="B37">37</xref>).</p>
		</sec>
		<sec id="sec3" sec-type="results|discussion">
			<label>3.</label>
			<title>Results and discussion</title>
			<sec id="sec3.1">
				<label>3.1.</label>
				<title>Moisture content and absorption of totora panels</title>
				<p>Totora, as an organic material in its natural state when extracted from its place of origin, have a high moisture content and degree of saturation which must be dried in the sun before being formed into panels. <xref ref-type="table" rid="t2">Table 2</xref> shows some basic properties of the totora panels formed after being sun-dried.</p>
				<table-wrap id="t2">
					<label>Table 2</label>
					<caption>
						<title>Moisture percentage and absorption of the panels according to type and thickness.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center">Type of totora panel</th>
								<th align="center">Moisture (%) - IC</th>
								<th align="center">Absorption (%) - IC</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center">T1</td>
								<td align="center">8.85 (7.61; 10.10)</td>
								<td align="center">335.18 (314.45; 355.91)</td>
							</tr>
							<tr>
								<td align="center">T2</td>
								<td align="center">8.11 (5.96; 10.26)</td>
								<td align="center">360.09 (324.18; 396.00)</td>
							</tr>
							<tr>
								<td align="center">T3</td>
								<td align="center">13.33 (11.17; 15.48)</td>
								<td align="center">372.57 (336.66; 408.48)</td>
							</tr>
							<tr>
								<td align="center">T4</td>
								<td align="center">11.27 (9.12; 13.43)</td>
								<td align="center">342.38 (306.50; 378.30)</td>
							</tr>
							<tr>
								<td align="center">T5</td>
								<td align="center">9.70 (8.18; 11.23)</td>
								<td align="center">364.01 (338.60; 389.40)</td>
							</tr>
							<tr>
								<td align="center">Average</td>
								<td align="center">10.25</td>
								<td align="center">354.85</td>
							</tr>
						</tbody>
					</table>
				</table-wrap>
				<p>The average moisture content of the totora panels is 10.25%, which is suitable for the placement and setting of gypsum on one of its faces. The average water absorption of the panels is 354.85%, which is considered high and can negatively influence the behavior of the panel when exposed to outdoor conditions of high humidity and precipitation, given that it is an organic material with a high content of voids. The tissue mostly consists of air chambers arranged vertically along the culm, divided approximately every 2.50 mm by perpendicular diaphragms (<xref ref-type="bibr" rid="B14">14</xref>, <xref ref-type="bibr" rid="B38">38</xref>). It can absorb water into the follicles or pores, affecting the gypsum layer, so its use is recommended only in indoor environments of the dwelling.</p>
			</sec>
			<sec id="sec3.2">
				<label>3.2.</label>
				<title>Density</title>
				<p>For gypsum boards incorporating wood chips, densities ranging from 702 to 1250 kg/m<sup>3</sup> were obtained, while those incorporating sawdust with proportions ranging from 40% to 2.5% by weight of gypsum resulted in densities from 802 to 1266 kg/m<sup>3</sup> (<xref ref-type="bibr" rid="B24">24</xref>). Another study on 12.5 mm and 15.8 mm gypsum boards used in fire-resistant assemblies reported average densities ranging from 687 kg/m<sup>3</sup> to 811 kg/m<sup>3</sup> (<xref ref-type="bibr" rid="B39">39</xref>). On the other hand, panels made from fibrous vegetable waste materials such as esparto, cane, fig tree, olive leaves, and wood shavings indicate lower densities ranging from 47.34 kg/m<sup>3</sup> up to 256.71 kg/m<sup>3</sup> for sheep&#x2019;s wool (<xref ref-type="bibr" rid="B40">40</xref>). Insulating panels made of narrow-leaf totora fibers, measuring 350x350x10 mm, showed densities of 200-400 kg/m<sup>3</sup> (<xref ref-type="bibr" rid="B41">41</xref>). The addition of organic materials leads to a decrease in density, resulting in a lighter final product (<xref ref-type="bibr" rid="B42">42</xref>). These values are similar to the densities of totora panels without gypsum reported in this study, as they fall within these ranges. For the different types of totora panels studied, dry densities ranging from 99.48 to 107.70 kg/m<sup>3</sup> were obtained, with an average of 104.71 kg/m<sup>3</sup>, while for combined totora-gypsum panels, densities ranged from 220.10 to 463.85 kg/m<sup>3</sup>, with an average of 292.84 kg/m<sup>3</sup>, as shown in <xref ref-type="table" rid="t3">Table 3</xref>.</p>
				<table-wrap id="t3">
					<label>Table 3</label>
					<caption>
						<title>Density of totora panels and combined totora-gypsum panels.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center">Type of totora panel</th>
								<th align="center">Bulk dry density of the totora panel (kg/m<sup>3</sup>)</th>
								<th align="center">Bulk dry density of totora and gypsum panels (kg/m<sup>3</sup>)</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center">T1</td>
								<td align="center">100.12 (96.07; 104.16)</td>
								<td align="center">220.10 (217.68; 222.52)</td>
							</tr>
							<tr>
								<td align="center">T2</td>
								<td align="center">99.48 (92.48; 106.48)</td>
								<td align="center">243.58 (239.39; 247.77)</td>
							</tr>
							<tr>
								<td align="center">T3</td>
								<td align="center">109.89 (102.88; 116.89)</td>
								<td align="center">251.91 (247.72; 256.10)</td>
							</tr>
							<tr>
								<td align="center">T4</td>
								<td align="center">106.38 (99.38; 113.39)</td>
								<td align="center">284.79 (280.60; 288.98)</td>
							</tr>
							<tr>
								<td align="center">T5</td>
								<td align="center">107.70 (102.74; 112.65)</td>
								<td align="center">463.85 (460.89; 466.81)</td>
							</tr>
							<tr>
								<td align="center">Average</td>
								<td align="center">104.71</td>
								<td align="center">292.84</td>
							</tr>
						</tbody>
					</table>
				</table-wrap>
				<p>The variability in density is due to the thickness of the totora and gypsum that make up the panel. Panel T1 is the lightest because it has a thickness of 25 mm of totora and 5 mm of gypsum, while T5 is the heaviest due to its thickness of 10 mm of totora and 10 mm of gypsum. The densities reported in this study indicate that the totora and gypsum panels are very light compared to other panels made with organic materials in their composition.</p>
			</sec>
			<sec id="sec3.3">
				<label>3.3.</label>
				<title>Durability against fungus</title>
				<p>The totora panel can become moistened due to external factors, which can make it susceptible to fungal attacks. A cultivation was conducted on the totora panel for 10 weeks using the &#x201c;Rhizopus stolonifer&#x201d; fungus. The results of the durability test against the fungus indicate that, in the case of the totora panel without resin (M1), it showed damage and was attacked by the fungus, resulting in weight losses of up to 31.8%. The totora panel M2, which was coated with a thin layer of resin on one side, also experienced damage and losses of 25.8%. However, the totora panel M3, which was covered with resin on both sides, did not suffer any damage from fungal attacks. It maintained its internal structure with minimal losses, reaching up to 14.0% by the fourth week and remaining constant at 14.1% until the tenth week. Therefore, coating the panels with resin on both sides is crucial to preserve them and enhance their durability. Please refer to <xref ref-type="fig" rid="f3">Figure 3</xref> and <xref ref-type="fig" rid="f4">Figure 4</xref> for more details.</p>
				<fig id="f3">
					<label>Figure 3</label>
					<caption>
						<title>a) Sample M2 of the thin resin panel, b) Cross-sectional cut of M2 panel with fungal attack and 10X magnification, c) Sample M3 of the double resin panel, and d) Cross-sectional cut of M3 panel without fungal attack and 10X magnification.</title>
					</caption>
					<graphic id="gra-3" xlink:href="MC-73-352-e331-gf3.png"/>
				</fig>
				<fig id="f4">
					<label>Figure 4</label>
					<caption>
						<title>Durability of totora panels against fungus.</title>
					</caption>
					<graphic id="gra-4" xlink:href="MC-73-352-e331-gf4.png"/>
				</fig>
			</sec>
			<sec id="sec3.4">
				<label>3.4.</label>
				<title>Fire resistance</title>
				<p>Understanding the behavior of gypsum at high temperatures and developing analytical methods that can capture the thermal and structural behavior of gypsum boards under fire conditions is essential (<xref ref-type="bibr" rid="B43">43</xref>). According to the UNE-EN 13501-1 standard (<xref ref-type="bibr" rid="B44">44</xref>), the fire resistance of a material can be evaluated by considering several parameters such as temperature increase, rate of mass loss, heat release, smoke production, etc. Or by using standard specifications for gypsum panels as per ASTM C36-C 36M (<xref ref-type="bibr" rid="B45">45</xref>). Studies suggest that the peak in the specific curve around 700-800 &#xb0;C corresponds to the decomposition of the calcium carbonate and magnesium carbonate content of the gypsum boards, and their quantities can be deduced from thermogravimetric analysis (<xref ref-type="bibr" rid="B28">28</xref>).</p>
				<p>The results shown in <xref ref-type="fig" rid="f5">Figure 5</xref>, indicate that the totora-gypsum panels withstand fire for at least 60 minutes at different temperatures generated on the exposed (Exp) and unexposed (No Exp) faces, complying with specifications for ceilings. Panel T5 shows better fire behavior on the unexposed face, with a duration evaluated at 60 minutes reaching a temperature of 96.74 &#xb0;C and at 120 minutes reaching 436.64 &#xb0;C, followed by panels T1, T2, T3, and T4 on the unexposed face reaching average temperatures of 459.59 &#xb0;C at 60 minutes of duration and average burn radii of 71.4 mm. Therefore, the totora-gypsum panel exhibits better fire behavior on the unexposed face compared to the exposed face, which generates higher burning temperatures.</p>
				<fig id="f5">
					<label>Figure 5</label>
					<caption>
						<title>Resistance to high temperatures of totora-gypsum panels.</title>
					</caption>
					<graphic id="gra-5" xlink:href="MC-73-352-e331-gf5.png"/>
				</fig>
				<p>Fire causes significant damage to panels, and depending on their composition, it can modify their structure. For instance, fire resistance tests were conducted on gypsum coating with rubber, where the heat transfer due to fire exposure considerably modifies the chemical composition of the coating. Studies report that, on the non-exposed side to fire, the amount of gypsum equivalent to the mass loss obtained through thermogravimetric analysis (TG) due to water released by these coatings was between 5.4 and 7.2 times lower than that of conventional gypsum coatings (<xref ref-type="bibr" rid="B46">46</xref>). Other studies on Type X gypsum boards (gypsum board material used in fire-resistant assemblies) can provide up to 90 minutes of fire protection for building assemblies (<xref ref-type="bibr" rid="B39">39</xref>). Based on this, panel T5 meets or exceeds the threshold for fire resistance established by the ASTM C 36/36M-03 standard test method.</p>
			</sec>
			<sec id="sec3.5">
				<label>3.5.</label>
				<title>Impact resistance</title>
				<p>The importance of this qualitative evaluation lies in the fact that the totora-gypsum panels may be subjected to external forces that could damage its configuration, rendering it unusable and therefore not meeting the specifications indicated in the previous paragraphs. The properties observed in the impact resistance test were obtained using spherical steel balls weighing 5 and 10 N, which were impacted onto the gypsum face of the panel from a height of 1.02 m. The results of the safety criteria in use and the functionality criterion for the five types of proposed panels indicate adequate resistance by not exhibiting any breakage, penetration, or degradation, and no visible projection. Therefore, it is shown to be favorable for use in the ceiling, <xref ref-type="table" rid="t4">Table 4</xref>.</p>
				<table-wrap id="t4">
					<label>Table 4</label>
					<caption>
						<title>Impact resistance of totora-gypsum panels.</title>
					</caption>
					<table>
						<colgroup>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
							<col/>
						</colgroup>
						<thead>
							<tr>
								<th align="center" rowspan="2">Panel type</th>
								<th align="center" colspan="3">Criteria safe in use 10 N </th>
								<th align="center" colspan="2">Functionality criterion 5 N</th>
							</tr>
							<tr>
								<th align="center">No breakage</th>
								<th align="center">No penetration</th>
								<th align="center">No projection</th>
								<th align="center">No penetration</th>
								<th align="center">No degradation</th>
							</tr>
						</thead>
						<tbody>
							<tr>
								<td align="center">T1</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
								<td align="center">No</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
							</tr>
							<tr>
								<td align="center">T2</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
								<td align="center">No</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
							</tr>
							<tr>
								<td align="center">T3</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
								<td align="center">No</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
							</tr>
							<tr>
								<td align="center">T4</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
								<td align="center">No</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
							</tr>
							<tr>
								<td align="center">T5</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
								<td align="center">No</td>
								<td align="center">Yes</td>
								<td align="center">Yes</td>
							</tr>
						</tbody>
					</table>
				</table-wrap>
			</sec>
			<sec id="sec3.6">
				<label>3.6.</label>
				<title>Thermal insulation</title>
				<p>The aim of thermal insulation systems and materials is to reduce the transmission of heat flow, which is evaluated through thermal conductivity (&#x3bb;). Thermal conductivity is defined as the &#x201c;steady-state heat flow passing through a unit area of a homogeneous material with a thickness of 1 m, induced by a temperature difference of 1 K between its faces&#x201d;, and it is expressed in W/m&#xb7;K. A material is considered a thermal insulator if its conductivity is lower than 0.07 W/m&#xb7;K (<xref ref-type="bibr" rid="B47">47</xref>). According to the UNE-EN 12664 Standard (<xref ref-type="bibr" rid="B48">48</xref>), thermal conductivity is categorized as low thermal resistance, medium thermal resistance, and high thermal resistance (<xref ref-type="bibr" rid="B49 B50 B51">49-51</xref>).</p>
				<p>Various studies indicate that the formation of composite panels made from vegetal residues combined with gypsum shows that as the percentage of residues increases, thermal conductivity decreases, resulting in better thermal performance of the material (<xref ref-type="bibr" rid="B42">42</xref>). One study indicates that the thermal conductivity of pure gypsum with a thickness of 15 mm is 0.481 W/m&#xb7;K, which decreases by 36% with the incorporation of chicken feathers, reaching 0.309 W/m&#xb7;K due to the creation of air-filled pores inside the material (<xref ref-type="bibr" rid="B52">52</xref>). Other studies on fibrous vegetal residues report similar thermal conductivities ranging from 0.044 to 0.091 W/m&#xb7;K (<xref ref-type="bibr" rid="B40">40</xref>). Insulating panels made of narrow-leaf totora fibers with dimensions of 350x350x10 mm exhibit low thermal conductivities between 0.0438 and 0.0606 W/m&#xb7;K compared to other cellular fibrous materials such as wheat straw boards, durian husk boards, coconut fiber boards, etc. (<xref ref-type="bibr" rid="B41">41</xref>).</p>
				<p>Therefore, it is advisable to use compositions that facilitate and improve the thermal properties of the panel, making it necessary to use hybrid compounds that aim for the low thermal conductivity of the material. It should be noted that these studies do not combine vegetable fiber panels with other materials that provide rigidity, such as gypsum. The totora-gypsum panel proposed in this study proves to be a suitable alternative for use in ceilings. This category includes Kesana and Hilada composite panels with gypsum (T1, T2, T3, and T4) due to their thermal conductivity values below 0.061 W/m&#xb7;K. The indicated panels have a higher totora thickness compared to panel T5, which has a thermal conductivity of 0.069 W/m&#xb7;K, <xref ref-type="fig" rid="f6">Figure 6</xref>.</p>
				<fig id="f6">
					<label>Figure 6</label>
					<caption>
						<title>Thermal conductivity of totora-gypsum panels.</title>
					</caption>
					<graphic id="gra-6" xlink:href="MC-73-352-e331-gf6.png"/>
				</fig>
			</sec>
			<sec id="sec3.7">
				<label>3.7.</label>
				<title>Acoustic insulation</title>
				<p>In the case of the acoustic insulation property of the material, the UNE-EN ISO (<xref ref-type="bibr" rid="B53 B54 B55 B56">53-56</xref>) and ASTM C423-09 (<xref ref-type="bibr" rid="B57">57</xref>) standards are taken into consideration. The Noise Reduction Coefficient (NRC) is a material property used to evaluate its acoustic insulation and is defined as the ability of a material to prevent the passage of sound. Higher values of this index indicate better acoustic insulation of the material. The NRC is the arithmetic mean of the absorption coefficients measured in octave bands between 250 and 2000 Hz.</p>
				<p>The results of the studied panels showed satisfactory acoustic performance, as their NRC coefficients are compatible and even in some cases higher than those presented by conventional materials. In <xref ref-type="fig" rid="f7">Figure 7</xref>, NRC coefficients with values of up to 0.58 can be observed over a frequency range of 250 to 8000 Hz, and 0.54 for a mid-frequency range of 250 to 2000 Hz according to ASTM C 423 for the five types of tested totora-gypsum panels. It is also observed that there is lower sound absorption in the low frequency range.</p>
				<fig id="f7">
					<label>Figure 7</label>
					<caption>
						<title>Sound reduction coefficients of totora-gypsum panels.</title>
					</caption>
					<graphic id="gra-7" xlink:href="MC-73-352-e331-gf7.png"/>
				</fig>
				<p>The coefficient of acoustic absorption is commonly measured in the impedance tube for some durable and natural materials, such as chips and sawdust woods, where there is an incidence of thickness (<xref ref-type="bibr" rid="B58">58</xref>). Studies conducted on coconut, sheep wool, and gypsum ceiling panels indicate NRC coefficients of 0.25 for a low-frequency range of 0 to 1500 Hz, NRC values of 0.25 and 0.32 for the range of 1500 to 3000 Hz, and an NRC of 0.35 at a frequency of 5500 Hz (<xref ref-type="bibr" rid="B26">26</xref>). Accordingly, these values are comparatively lower than the results found for the panels in the present study. However, to increase the NRC of the panel, it can be modified, such as with perforated gypsum ceiling panels with weighted sound absorption coefficients of 0.65 and 0.70 for frequencies of 125 to 4000 Hz, depending on the thickness, opening, perforation ratio, type, and location of the porous material (<xref ref-type="bibr" rid="B59">59</xref>). Other studies on acoustic panels made from agricultural waste (rice husk, vine pruning, cork, and prickly pear agglomerated with resin) to be used as ceiling tiles showed NRC results close to 0.80 in the frequency range of 200 Hz to 6400 Hz (<xref ref-type="bibr" rid="B60">60</xref>). Similarly, studies on the acoustic behavior of materials based on fibrous plant waste such as esparto grass, cane, fig tree, olive tree, olive leaves, and sawdust show good acoustic performance with an NRC in the range of 0.60-0.90 for mid-range frequencies (<xref ref-type="bibr" rid="B40">40</xref>). Therefore, it can be stated that panels made entirely of plant fiber materials have better sound insulation compared to panels combined with other materials.</p>
			</sec>
		</sec>
		<sec id="sec4" sec-type="conclusions">
			<label>4.</label>
			<title>Conclusions</title>
			<p>This research presents the analysis of panels composed of totora and gypsum for use in ceiling applications in local rural housing, using different thicknesses to evaluate desirable properties. The tests conducted demonstrate that it is possible to produce a component that meets the established requirements according to current regulations. The suitability of using natural composite materials was found to be more convenient compared to conventional materials such as polystyrene or plastic foam. This implies a good alternative for the local community due to the easy availability of totora in the area, low cost, proximity to cultivation in Lake Titicaca, and high acceptance among the population.</p>
			<p>Totora is a locally available material with beneficial properties that can contribute to the sustainability of rural housing. The totora panel alone has good insulation properties, but when combined with gypsum, it demonstrated even better performance. By forming a composite material that meets the requirements of lightness, durability, and strength, satisfactory results were achieved. With proper treatment and manufacturing, both materials can greatly improve the thermal and acoustic conditions of the common multipurpose spaces found in rural homes, and consequently the health of their occupants.</p>
			<p>Considering that the greatest energy losses in rural dwellings in the mentioned areas occur through roof infiltrations, it is important to pay attention to this part of the building envelope and propose alternatives that can mitigate these losses. It should be taken into consideration that the implementations carried out must be accompanied by the care of the house&#x2019;s carpentry and the management of the openings so that the panels can work properly. Panels are presented as a viable alternative to improve thermal and acoustic conditions with environmental and social benefits.</p>
		</sec>
	</body>
	<back>
		<ack>
			<title>Acknowledgements</title>
			<p>The authors would like to thank the Universidad Nacional del Altiplano Puno, for making this research a reality.</p>
		</ack>
		<fn-group>
			<title>Author contributions</title>
			<fn fn-type="con" id="fn0">
				<p>Conceptualization: S. Huaquisto, D.K. Pari. Data curation: S. Huaquisto, R.A. Cruz. Formal analysis: S. Huaquisto. Funding acquisition: R.A. Cruz. Investigation: S. Huaquisto, D.K. Pari. Methodology: S. Huaquisto, D.K. Pari. Project administration: R.A. Cruz. Resources: R.A. Cruz. Supervision: S. Huaquisto, R.A. Cruz. Validation: D.K. Pari, R.A. Cruz. Visualization: S. Huaquisto. Writing, original draft: S. Huaquisto, D.K. Pari. Writing, review &amp; editing: S. Huaquisto, D.K. Pari.</p>
			</fn>
		</fn-group>
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