Performance of copper slag based ferrous oxalate cement after exposure to elevated temperatures
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Affiliation:

1.Faculty of Chemical Engineering, Kunming University of Science and Technology, Kunming 650500, P. R. China;2.Sichuan Metallurgical Geological Exploration Institute, Chengdu 610051, P. R. China

Clc Number:

TU528

Fund Project:

Supported by National Natural Science Foundation of China (22366023), and Analysis & Test Foundation of Kunming University of Science and Technology(2023T20130126).

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    Abstract:

    Copper slag based ferrous oxalate cement(CS-FOC) exhibits significant potential for applications in high temperature kiln repair and nuclear waste stabilization/solidification, owing to its rapid setting properties and high early-age strength. This study comprehensively investigates the evolution of properties, phase compositions, and structure of CS-FOC following exposure to elevated temperatures(150~1 000 ℃), building on prior research. The results show that CS-FOC achieves a compressive strength of 55.1 MPa after 28 days of natural curing, primarily composed of newly-formed ferrous oxalate dihydrate(FeC2O4·2H2O) and unreacted fayalite(Fe2SiO4). Exposure to elevated temperatures induces regular changes in both the compressive strength and structural integrity of CS-FOC. At temperatures exceeding 250 ℃, FeC2O4·2H2O decomposes into iron oxide, leading to structural degradation and a consequent reduction in strength. Despite this, the material maintains a stable compressive strength of about 15 MPa after exposure to temperatures as high as 1 000 ℃. These findings highlight the superior thermal stability of CS-FOC, alongside its ability to retain a relatively high compressive strength under extreme thermal conditions.

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田鑫聪,杜新,何欢,周新涛,罗中秋.铜渣基铁系草酸盐水泥热稳定性研究[J].重庆大学学报,2025,48(2):102~109

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History
  • Received:February 06,2024
  • Revised:
  • Adopted:
  • Online: March 04,2025
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