珊瑚骨料的多孔性对高性能珊瑚混凝土的制造提出了挑战,阻碍了其开发和应用。通过使用微气泡曝气清洁技术,本研究报告了一种生态友好且经济的方法来修饰珊瑚聚集体。这一改进可以克服制造高性能珊瑚混凝土的技术瓶颈。创新地,磷酸(也是缓凝剂)用于清洁原始珊瑚聚集体颗粒,并使用碱活化材料 (AAM) 涂覆珊瑚聚集体。随后,AAM 被用作粘合剂来制造高性能珊瑚混凝土。微气泡曝气清洗去除了珊瑚聚集体表面的松散附着物和软层。它提高了AAM涂层对孔隙的填充效果,增强了骨料与AAM涂层之间的界面结合。微气泡曝气净化技术对珊瑚混凝土界面过渡区进行改性,成功解决了珊瑚骨料与砂浆界面不良的问题。骨料上残留的磷酸和磷酸盐会延长AAM基珊瑚混凝土的凝结时间。与原珊瑚骨料制备的混凝土相比,采用新方法制备的混凝土初凝和终凝时间分别延长了34分钟和54分钟,抗折强度提高了32.9%,抗压强度提高了35.1%,满足了性能要求。大多数海洋珊瑚礁建设要求。微气泡曝气净化技术对珊瑚混凝土界面过渡区进行改性,成功解决了珊瑚骨料与砂浆界面不良的问题。骨料上残留的磷酸和磷酸盐会延长AAM基珊瑚混凝土的凝结时间。与原珊瑚骨料制备的混凝土相比,采用新方法制备的混凝土初凝和终凝时间分别延长了34分钟和54分钟,抗折强度提高了32.9%,抗压强度提高了35.1%,满足了性能要求。大多数海洋珊瑚礁建设要求。微气泡曝气净化技术对珊瑚混凝土界面过渡区进行改性,成功解决了珊瑚骨料与砂浆界面不良的问题。骨料上残留的磷酸和磷酸盐会延长AAM基珊瑚混凝土的凝结时间。与原珊瑚骨料制备的混凝土相比,采用新方法制备的混凝土初凝和终凝时间分别延长了34分钟和54分钟,抗折强度提高了32.9%,抗压强度提高了35.1%,满足了性能要求。大多数海洋珊瑚礁建设要求。骨料上残留的磷酸和磷酸盐会延长AAM基珊瑚混凝土的凝结时间。与原珊瑚骨料制备的混凝土相比,采用新方法制备的混凝土初凝和终凝时间分别延长了34分钟和54分钟,抗折强度提高了32.9%,抗压强度提高了35.1%,满足了性能要求。大多数海洋珊瑚礁建设要求。骨料上残留的磷酸和磷酸盐会延长AAM基珊瑚混凝土的凝结时间。与原珊瑚骨料制备的混凝土相比,采用新方法制备的混凝土初凝和终凝时间分别延长了34分钟和54分钟,抗折强度提高了32.9%,抗压强度提高了35.1%,满足了性能要求。大多数海洋珊瑚礁建设要求。
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Enhancing the performance of alkali-activated material based coral concrete through microbubble aeration clean technology
The porous nature of coral aggregate challenges the manufacturing of high performance coral concrete, which obstacles its development and application. By using microbubble aeration clean technology, this study reports an ecofriendly and economical method to modify coral aggregates. This improvement can overcome the technical bottleneck of manufacturing high performance coral concrete. Innovatively, phosphoric acid (which is also a retarder) was used to clean the original coral aggregate particles, and alkali-activated materials (AAMs) were used to coat coral aggregates. Subsequently, AAMs were used as binder to manufacture the high performance coral concrete. The microbubble aeration cleaning removed loose attachments and soft layer on the surface of coral aggregates. It improved the filling effect of AAM coating into pores and enhanced the interfacial bonding between the aggregate and the AAM coating. The microbubble aeration clean technology modified the interfacial transition zone of coral concrete, successfully solved the problem of poor interface between coral aggregates and mortar. The residual phosphoric acid and phosphate on the aggregates could prolong the setting time of AAM based coral concrete. Comparing to the concrete prepared with original coral aggregates, the concrete prepared using the proposed new method extended initial and final setting times by 34 min and 54 min, improved flexural strength by 32.9% and compressive strength by 35.1%, meeting the performance requirements of the most ocean reef construction requirements.