Bibliographic citations
Chávez, E., Nakayo, L. (2019). Influencia de los residuos de construcción y demolición RCD en la resistencia a la compresión y succión del ladrillo de concreto artesanal – Trujillo 2018 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/21195
Chávez, E., Nakayo, L. Influencia de los residuos de construcción y demolición RCD en la resistencia a la compresión y succión del ladrillo de concreto artesanal – Trujillo 2018 [Tesis]. PE: Universidad Privada del Norte; 2019. https://hdl.handle.net/11537/21195
@misc{renati/420562,
title = "Influencia de los residuos de construcción y demolición RCD en la resistencia a la compresión y succión del ladrillo de concreto artesanal – Trujillo 2018",
author = "Nakayo Cabada, Luis Alberto",
publisher = "Universidad Privada del Norte",
year = "2019"
}
In this thesis, the influence of recycled concrete material (RCD) was investigated as result of the demolition of sidewalks, which was reused to replace part of the coarse aggregate for the preparation of the mixture and its application in the manufacture of concrete bricks. Artisanal. The RCD was obtained by the traditional process of crushing, the resulting from the demolition of paths to obtain a Maximum size nominal TMN of ¾ ", which was mixed in proportions of 5%, 10%, 20%, 30%, 40%, 50%, 60% and 75%, with the coarse aggregate, to obtain a semi-dry mixture with a settlement of 0-2 ", characterization of all the materials, and with a mix design for each combination. The results showed that RCD in proportions of 5% and 10% did not significantly influence the sample pattern, which had a design of F'c = 100kg/cm2 in the resistance to compression, as well as the percentage of suction Obtained for these proportions was less than 20 g/200cm2/min. By making an assessment, these samples fluctuated in the range of 116 kg/cm2, 127 kg/cm2 and 125 kg/cm2 respectively, locating our brick unit in a type III according to its classification according to standard E. 070. It was noted that as the proportion of RCD increased, the resistance was declining, and the dispersion was increasing. In the economic aspect, the RCD can cost 28.00 soles per cubic meter, cheaper than the 3/4 "gravel with a cost of 35.00 soles per m3, to date a RCD crushing plant would have to be implemented, which reduce the price of this input. In the environmental issue, the recycling of this material will help mitigate in part the over-exploitation of quarries. It will lead to fostering the care of the environment by generating an appropriate use of construction and demolition waste, which we see every day as part of the landscape of our city.
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