Estudio del comportamiento de los morteros reciclados frente al ruido de impacto

D. Ferrández; P. Saiz; C. Morón; J. P. Díaz

doi:10.3989/ic.62487

Authors

D. Ferrández Universidad Politecnica de Madrid https://orcid.org/0000-0003-3842-547X
P. Saiz Universidad Politecnica de Madrid https://orcid.org/0000-0001-8106-0432
C. Morón Universidad Politecnica de Madrid https://orcid.org/0000-0002-6928-5134
J. P. Díaz Universidad Politecnica de Madrid https://orcid.org/0000-0001-9976-0541

DOI:

https://doi.org/10.3989/ic.62487

Keywords:

mortar, propagation speed, vibration transmission, recycled aggregate

Abstract

Currently there is a wide range of systems and materials that are used as impact noise absorbers, offering good performance avoiding the transmission of vibration through the forgings. In this research, four centimeters thick sheets of mortar were fabricated using four types of different aggregates combined with different typologies of insulation. Taking advantage of the minor density of mortars elaborated with recycled aggregates, it was proposed to substitute 100% of natural aggregates with recycled aggregates in order to fabricate mortars used in floating slab systems, as they offer more efficient solution from the acoustic point of view. The mortars elaborated with ceramic and mixed recycled aggregate presents the best solution to mitigate impacts produced on the surface reducing up to 20% of speed of impact transmission compared to mortars elaborated with natural aggregates.

Downloads

Download data is not yet available.

References

(1) Schiavoni, S. D'Alessandro, F. Bianchi, F. Asdrubali, F. (2016). Insulation materials for the building sector: A review and comparative analysis. Renewable and Sustainable Energy Reviews, vol. 62, pp. 988-1011. https://doi.org/10.1016/j.rser.2016.05.045

(2) Seon, H. Kwan, B. Kim, Y. & Cho, T. (2015). Low frequency impact sound transmission of floating floor: Case study of mortar bed on concrete slab with continuous interlayer. Building and Environment, vol. 94, pp. 792-801. https://doi.org/10.1016/j.buildenv.2015.06.005

(3) Peng, H. Frank Pai, P. Deng, H. (2015). Acoustic multi-stopband metamaterial plates design for broadband elastic wave absorption and vibration suppression. International Journal of Mechanical Sciences, vol. 103, pp. 104-114. https://doi.org/10.1016/j.ijmecsci.2015.08.024

(4) Kim, H. Kim, B. Sang-ki, P. Lee, S. (2015). An experimental study on the effects of floor impact sounds from damping materials using mineral binders. Building and Environment, vol. 89, pp. 244-252. https://doi.org/10.1016/j.buildenv.2015.02.027

(5) Wang, Y. Liu, B. Tian, A. Tang, W. (2016). Experimental and numerical investigations on the performance of particle dampers attached to a primary structure undergoing free vibration in the horizontal and vertical directions. Journal of Sound and Vibration, vol. 371, pp. 35-55. https://doi.org/10.1016/j.jsv.2016.01.056

(6) Varela, D.W. & Battista, C.R. (2011). Control of vibrations induces by people walking on large span composite floor decks. Engineering Structures, vol. 33, issue 9, pp. 2485-2494. https://doi.org/10.1016/j.engstruct.2011.04.021

(7) Código Técnico de la Edificación, Protección frente al Ruido (CTE DB-HR). Septiembre de 2009, Boletín Oficial del Estado, nº 254, de 23 de octubre de 2007, pp. 42992-43045.

(8) Ulker-Kaustell, M. & Karoumi, R. (2012). Influence of non-linear stiffness and damping on the train-bridge resonance of a simply supported railway bridge. Engineering Structures, vol. 41, pp. 350-355. https://doi.org/10.1016/j.engstruct.2012.03.060

(9) Rosell, J.R. & Cantalapiedra, I.R. (2011). Método simple para determinar el módulo de Young dinámico a partir de una excitación por impacto aplicado a morteros de cal y cemento. Materiales de Construcción, vol. 61, 301, pp. 39-48. https://doi.org/10.3989/mc.2010.53509

(10) Azenha, M. Magalhaes, F. Fraia, R. Cunha, A. (2010). Measurement of concrete E-modulus evolution since casting: A novel method based on ambient vibration. Cement and Concrete Research, vol. 40, pp. 1096-1105. https://doi.org/10.1016/j.cemconres.2010.02.014

(11) Carette, J. Staquet, S. (2015). Monitoring the setting process of mortars by ultrasonic P and S wave transmission velocity measurement. Construction and Building Materials, vol. 94, pp. 196-208. https://doi.org/10.1016/j.conbuildmat.2015.06.054

(12) Morón, C. García, A. Ferrández, D. & Blanco, V. (2015). Transmission of impact vibration on concrete and mortar sheets. Shock and Vibration, article ID 184648, 6 pages. https://doi.org/10.1155/2015/184648

(13) Li, X. Zhang, Z. & Zhang, X. (2016). Using elastic bridge bearings to reduce train-induced ground vibrations: An experimental and numerical study. Soil Dynamics and Earthquake Engineering, vol. 85, pp. 78-90. https://doi.org/10.1016/j.soildyn.2016.03.013

(14) Cho, T. (2013). Experimental and numerical analysis of floating floor resonance and its effect on impact sound transmission. Journal of Sound and Vibration, vol. 332, Issue 25, pp. 6552-6561. https://doi.org/10.1016/j.jsv.2013.08.011

(15) Nagy, A. (1997). Determination of E-modulus of young concrete with non-destructive method. Journal of Materials in Civil Engineering, vol. 9 (1), 15-20 (1997). doi: 10.1061/(ASCE)0899-1561(1997)9:1(15). https://doi.org/10.1061/(ASCE)0899-1561(1997)9:1(15)

(16) An, Q. Chen, Z. Ren, Q. Liu, H. & Yan, X. (2015). Control of human-induces vibration of an innovative CSBS-CSCFS. Journal of Construction Steel Research, vol. 115, pp. 359-371. https://doi.org/10.1016/j.jcsr.2015.08.030

(17) Park, S. Yim, H. & Kwak, H. (2014). Nonlinear resonance vibration method to estimate the damage level on heatexposed concrete. Fire Safety Journal, vol. 69, pp. 32-42. https://doi.org/10.1016/j.firesaf.2014.07.003

(18) Saiz, P. González, M. Fernández, F. & Rodríguez, A. (2016). Comparative study of three types of fine recycled aggregates from construction and demolition waste (CDW), and their use in masonry mortar fabrication. Journal of Cleaner Production, vol. 118, pp. 162-169. https://doi.org/10.1016/j.jclepro.2016.01.059

(19) Eurostat, Environment and Energy, 2010. Generation and Treatment of Waste. Available in: http://ec.europa.eu//eurostat/.

(20) Vegas, I. Azkarate, I. Juarrero, A. Frías, M. (2009). Design and performance of masonry mortars made with recycled concrete aggregates. Materiales de Construcción, vol. 95. Pp. 5-18. https://doi.org/10.3989/mc.2009.44207

(21) Martínez, I. Etxeberria, M. Pavón, E. Díaz, N. (2013). A comparative analysis of the properties of recycled and natural aggregate in masonry mortars. Construction and Building Materials, vol. 49, pp. 384-392. https://doi.org/10.1016/j.conbuildmat.2013.08.049

(22) Jiménez, J.R. Ayuso, J. López, M. Fernánez, J.M. Brito, J. (2013). Use of fine recycled aggregates from ceramic waste in masonry mortar manufacturing. Construction and Building Materials, vol. 40, pp. 679-690. https://doi.org/10.1016/j.conbuildmat.2012.11.036

(23) Hua Dua, Z. Sun Poon, C. (2014). Properties of recycled aggregate concrete made with recycled aggregates with different amounts of old adhered mortars. Materials and Design, vol. 58, pp. 19-29. https://doi.org/10.1016/j.matdes.2014.01.044

(24) UNE-EN 197-1: 2011. Cement - Part 1: Composition, specifications and conformity criteria for common cements.

(25) Real Decreto 256/2016. Instrucción para la Recepción de Cementos (RC-16). BOE, núm. 153, de 25 de junio de 2016, pp. 45755-45824.

(26) Falck, D.Y.; Colle'e, B. (2012). Freecad (How-To), 1st ed.; Packt Publishing: London, UK, pp. 1-70.

(27) UNE-EN 196-1: 2005. Methods of testing cement - Part 1: Determination of strength.

(28) UNE-EN 1015-3: 2000. Methods of test for mortar for masonry. part 3: determination of consistence of fresh mortar (by flow table).

(29) UNE-EN ISO 10140-5:2011. Acoustics - Laboratory measurement of sound insulation of building elements - Part 5: Requirements for test facilities and equipment.

(30) UNE-EN 13139: 2002. Aggregates for mortar.

(31) González, I.; González, B.; Martínez, F.; Carro, D. (2016) Study of recycled concrete aggregate quality and its relationship with recycled concrete compressive strength using database analysis. Mater. Construcc. 66, 323. https://doi.org/10.3989/mc.2016.06415

(32) Duan, Z.-H.; Poon, C.-S. (2014) Properties of recycled aggregate concrete made with recycled aggregates with different amounts of old adhered mortars. Mater. Des. 58, 19-29. https://doi.org/10.1016/j.matdes.2014.01.044. https://doi.org/10.1016/j.matdes.2014.01.044

(33) UNE-EN 1744-1:2010. Tests for chemical properties of aggregates - Part 1: Chemical analysis.

(34) UNE-EN 998-2: 2012. Specification for mortar for masonry - Part 2: Masonry mortar.

(35) UNE-EN 1015-10: 2000. Methods of test for mortar for masonry - part 10: determination of dry bulk density of hardened mortar.

(36) Saiz, P. (2015). Utilización de arenas procedentes de Residuos de Construcción y Demolición, RCD, en la fabricación de morteros de albañilería. Tesis doctoral, Universidad Politécnica de Madrid.