Study on the Preparation and Properties of High-Strength Type Internal Curing Agent
- DOI
- 10.2991/978-94-6463-514-0_30How to use a DOI?
- Keywords
- internal curing agent; super absorbent polymers; anti-crack concrete; contraction
- Abstract
Internal curing technology is an effective means to improve the crack resistance of concrete. A kind of high strength concrete internal curing agent TD-1 is prepared by monomer polymerization with porous powder quartz as carrier. By comparison with reference concrete samples, adding 0.2% internal curing agent to ordinary concrete can slow down the evaporation rate of concrete surface, and reduction of heat release rate during hydration of concrete, and the cumulative heat release of concrete decreased by 11.1%, and Improvement of crack resistance of concrete. Although the porosity increased by 18.8% and the early strength decreased slightly, the pore size distribution of concrete is more uniform, and 56 d compressive strength of concrete increased by 6.7%, and the durability of concrete is also improved. The practical application shows that the self-made TD-1 internal curing agent has good ability to restrain concrete cracking. It has a good prospect of popularization and application.
- Copyright
- © 2024 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Mingbin Shi AU - Kepeng Wang AU - Huawen Li AU - Changjiang Ma AU - Huibo Shen AU - Lihua Wang AU - Zhitao Ma PY - 2024 DA - 2024/09/28 TI - Study on the Preparation and Properties of High-Strength Type Internal Curing Agent BT - Proceedings of the 2024 7th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2024) PB - Atlantis Press SP - 282 EP - 293 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-514-0_30 DO - 10.2991/978-94-6463-514-0_30 ID - Shi2024 ER -