Optimal selection of magnesium phosphate cement systems for lunar soil concrete: Potassium, ammonium, calcium, and sodium magnesium phosphate cements

磷酸镁 磷酸盐 水泥 鸟粪石 化学 无机化学 材料科学 核化学 冶金 生物化学
作者
Lingyu Li,Hongfa Yu,Jinmei Dong,Haiyan Ma,Weimin Yu,Keyue FANG,Chengyou Wu,Jing Wen,Weihong Li
出处
期刊:Advances in Space Research [Elsevier BV]
卷期号:75 (6): 5205-5226 被引量:2
标识
DOI:10.1016/j.asr.2024.12.059
摘要

• MKPC shows exceptional performance for lunar construction, with MgO calcined at 1000 °C achieving the best compressive and bonding strengths . • A water-to-binder ratio of 0.2–0.25 and a Mg/P ratio of 1:1 to 2:1 optimize MKPC’s compressive strength , hydration, and microstructure. • K-struvite is the main hydration product of MKPC, significantly influencing its mechanical properties. • MKPC-simulated lunar soil concrete meets the mechanical standards required for lunar construction. Magnesium phosphate cement (MPC), renowned for its rapid hardening, low water demand, low-temperature hydration capability, and excellent wear resistance, is an ideal construction material for the extreme lunar environment, characterized by high vacuum, low gravity, and severe temperature fluctuations. In this study, by-product B-MgO from lithium extraction in salt lakes was utilized to develop four types of phosphate cement systems: ammonium magnesium phosphate cement (MAPC), sodium magnesium phosphate cement (MSPC), calcium magnesium phosphate cement (MCPC), and potassium magnesium phosphate cement (MKPC). Through a comparative analysis of the physical and mechanical properties of these systems at varying calcination temperatures of MgO, MKPC was identified as the most suitable for lunar construction. Further investigations examined the influence of the water-to-binder ratio (W/B) and the mass ratio of raw materials (M/P) on MKPC performance, alongside a detailed analysis of its phase composition and microstructure. The results revealed that the optimal MKPC performance is achieved at an MgO calcination temperature of 1000 °C, an M/P ratio of 1:1 to 2:1, and a W/B ratio of 0.2 to 0.25. Additionally, MKPC was employed as a cementitious material to produce MKPC-simulated lunar regolith concrete with regolith contents of 30 %, 53 %, and 70 %. The fabricated concrete met the required mechanical properties and 3D printability standards under lunar environmental conditions. Even at high regolith content, the concrete maintained satisfactory mechanical performance. These findings provide an efficient and reliable material solution for lunar infrastructure construction.
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