Bibliographic citations
Galdo, E., (2015). Evaluación de las propiedades físico-mecánicas del adoquín 6 - tipo II, utilizando agregado grueso procedente del concreto reciclado seleccionado, agregado fino de las canteras de Cunyac y Andahuaylillas, cemento HE, aditivo eucon pavertite, según la NTP 399.611. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/62
Galdo, E., Evaluación de las propiedades físico-mecánicas del adoquín 6 - tipo II, utilizando agregado grueso procedente del concreto reciclado seleccionado, agregado fino de las canteras de Cunyac y Andahuaylillas, cemento HE, aditivo eucon pavertite, según la NTP 399.611. [Tesis]. : Universidad Andina del Cusco; 2015. https://hdl.handle.net/20.500.12557/62
@misc{renati/26866,
title = "Evaluación de las propiedades físico-mecánicas del adoquín 6 - tipo II, utilizando agregado grueso procedente del concreto reciclado seleccionado, agregado fino de las canteras de Cunyac y Andahuaylillas, cemento HE, aditivo eucon pavertite, según la NTP 399.611.",
author = "Galdo Bautista, Ederson",
publisher = "Universidad Andina del Cusco",
year = "2015"
}
Debris are construction waste that can be recycled and reused in the manufacture of precast pavers 6 as type II. In this research, the performance of the concrete pavers made with coarse aggregate is presented, from quality concrete briquette 210 kg / cm2, obtained from the National Service Standards Training and Research for the Construction Industry - SENCICO, in which by mechanical crushing and screening mesh with 1/2“ and 1/4“. It was obtained coarse aggregate maximum nominal size, 3/8“. To know the fine aggregate behavior from Cunyac, the fine aggregate from Andahuaylillas ,the coarse aggregate of recycled concrete; their physical and mechanical properties were evaluated according to the Technical Peruvian Standards and the MTC E 209 standard, in order to test the durability against the magnesium sulfate in the engineering labs of Universidad Andina from Cusco, and the obtained data determined that the used aggregate in the research meets most of the specifications. A design of the mix was made for a quality concrete 420 kg / cm2 with inputs: HE cement, Eucon Pavertite, water from the public network from Cusco, fine natural aggregate from the quarries from Cunyac and Andahuaylillas and the coarse aggregate crushing and screening of the recycled concrete from the briquettes of 210 kg / cm2 and pavers 6 Type II were developed with the help of a private company; also a vibro compactadora 1600 were used for the development of these pavers. This type of paver meet the parameters indicating the NTP 399.611 (compressive strength, dimensional tolerance, absorption), and may be used for soft traffic.
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