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OPTIMIZATION MIX PROPORTION OF EXPANDED POLYSTYRENE LIGHTWEIGHT CONCRETE FOR MANUFACTURE W ALL AND FLOOR PANELS OF BUILDING ASSEMBLED

Hoang Huy Kim 1, *
Kha Kim Do 1
Viet Van Truong 1
Vinh Duc Bui 1
Chanh Van Nguyen 1
  1. University of Technology, VNU- HCM
Correspondence to: Hoang Huy Kim, University of Technology, VNU- HCM. Email: pvphuc@hcmuns.edu.vn.
Volume & Issue: Vol. 13 No. 2 (2010) | Page No.: 14-28 | DOI: 10.32508/stdj.v13i2.2114
Published: 2010-06-30

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Copyright The Author(s) 2023. This article is published with open access by Vietnam National University, Ho Chi Minh city, Vietnam. This article is distributed under the terms of the Creative Commons Attribution License (CC-BY 4.0) which permits any use, distribution, and reproduction in any medium, provided the original author(s) and the source are credited. 

Abstract

The use of prefabricated lightweight concrete panels like wall, floor, roof can help cut down construction cost while maintains the quality of the building. This method has been used effectively in many developed countries and has proved to be appropriate in Vietnam condition. This paper deals with fabrication expanded polystyrene (EPS) lightweight concrete panels base on increasing strength of mortar matrix and optimization porous structure. In this research, we studied EPS lightweight concrete with density of 875 - 1150 kg/m3 and compression strength of 7.5 - 15 MPa for manufacturing wall panels. EPS lightweight concrete with density of 1275 kg/m3 and compression strength of 20 MPa for manufacturing floor and roof panels.

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