Mixture Ratio Design of Inorganic Polymer Concrete and the Study of Expansive Performance

• Published in: Applied Mechanics and Materials Vol. 357-360; pp. 1142 - 1147
• Main Authors: Yu, Li Ming, Yuan, Xiao Hui, Chen, Hui Guo, Lu, Zhe An
• Format: Journal Article
• Language: English
• Published: Zurich Trans Tech Publications Ltd 01.01.2013
• Subjects: Compressive Strength; Inorganic Polymer Concrete; Expansive Agent; Mixture Ratio; Dry Shrinkage
• ISBN: 3037857765; 9783037857762
• ISSN: 1660-9336; 1662-7482; 1662-7482
• DOI: 10.4028/www.scientific.net/AMM.357-360.1142

norganic polymer concrete of a new environment-friendly material has been the hot issue in engineering research so far. For this new material, the main job of the paper includes: we design mixture ratios of inorganic polymer concrete by ourselves, testing the concrete in the age periods of 3, 7, 28 d. The results indicate that this kind of material strength develops mainly in the first 3 d, the strength grows slowly in the later stage; the dry shrinkage of the configured concrete properties are measured, the curve of dry shrinkage shows that the dry shrinkage occurs mainly in the first 14 d and develops slowly in the late; And measure the expansion performance of the concrete member mixed the different categories expansive agent, the results show that the volume growth of mortar specimens to join HCSA expansion agent are obvious; Test results provide a certain basis for the inorganic polymer concrete of micro expansion.