Mechanical Effect Study on Modified Rubber Particles Cement Mortar and Mechanism Analysis

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Abstract:

Interface bonding is the key technical problems of waste rubber in engineering application. Studies show that, with the increase of unmodified rubber particles dosage, the cement mortar 28 d compressive and flexural strength significantly reduce; when NaOH modified rubber particle content is less than or equal to 5%, it can reduce the compressive flexural strength reduction; The PVA modified rubber particles had no beneficial effect on the strength; rubber particles modified by silane coupling agent KH560, can greatly improve the rubber cement mortar 28 d compressive and flexural strength; the modifier mechanism is studied by scanning electron microscopy (SEM).

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1085-1088

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Segre N, Joekes I. Use of tire rubber particles as addition to cement paste[J]. Cement and Concrete Research, 2000, 30: 1421-1425.

DOI: 10.1016/s0008-8846(00)00373-2

Google Scholar

[2] Khatid Z K, Bayomy F M. Rubberized Portland cement concrete [J]. Journal of Materials in Civil Engineering, ASCE 1999, 11(3): 206-213.

DOI: 10.1061/(asce)0899-1561(1999)11:3(206)

Google Scholar

[3] Khatib Z.K., Bayomy F.M. Rubberized Portland cement concrete[J]. ASCE Journal of Materials in Civil Engineering, 1999, 11(3): 206-213.

DOI: 10.1061/(asce)0899-1561(1999)11:3(206)

Google Scholar

[4] Fedroff D., Ahmad S., Savas B.Z. Mechanical properties of concrete with ground wastetire rubber[C]. Transportation Research Board, 1996: 66-72.

DOI: 10.1177/0361198196153200110

Google Scholar

[5] A. Benazzouk, O. Douzane, K. Mezreb, M. Queneudec. Physico-mechanical properties of aerated cement composites containing shredded rubber waste [J]. Cement&Concrete Composites, 2006, 28: 650-657.

DOI: 10.1016/j.cemconcomp.2006.05.006

Google Scholar

[6] Bokobzaa L, Chauvinb J P1Reinforcement of natural rubber: Use of in situ generated silicas and nanofibres of sep iolite[J]. Polymer, 2005, 46(12): 4144-4151.

DOI: 10.1016/j.polymer.2005.02.048

Google Scholar

[7] R. Griffiths, A. Ball. An Assessment of the Properties and Degradation Behavior of Glass-fiber-reinforced Polyester Polymer Concrete [J]. Composites Science and Technology, 2000, 60: 2747-2753.

DOI: 10.1016/s0266-3538(00)00147-0

Google Scholar