Phase compositions and pore structure of phosphate modified calcium aluminate cement hardened pastes with varied dosages of sodium polyphosphate

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
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Abstract

Phosphate modified calcium aluminate cement (CAPC) has been demonstrated to be superior to Portland cement under harsh conditions including high temperature and severe corrosiveness. A systematic and quantitative investigation into phase evolution of hardened CAPC pastes cured under 60 °C is conducted to lay a technical basis for cementing CO2 storage wells. It is found that increasing phosphate dosage results in decreasing contents of C3AH6 and AH3, the typical hydration products of calcium aluminate cement (CAC), and increasing content of C-A-P-H gel in hardened CAPC pastes. The critical phosphate dosage for complete depletion of C3AH6 lies in 20%–30% by weight of CAC. Furthermore, C-A-P-H gel, known as the characteristic reaction product of CAPC, is proposed to be constituted of Na-substituted nano-hydroxyapatite and pseudo boehmite clusters. Hardened CAPC pastes exhibit remarkably smaller pore sizes due to C-A-P-H gel, explaining their higher compressive strength compared with hardened CAC pastes.

添加不同剂量聚磷酸钠的磷酸盐改性铝酸钙水泥硬化浆料的相组成和孔结构
磷酸盐改性铝酸钙水泥(CAPC)已被证明在高温和严重腐蚀等恶劣条件下优于硅酸盐水泥。对在 60 °C 下固化的硬化 CAPC 浆料的相变进行了系统和定量研究,为二氧化碳封存井的固井奠定了技术基础。研究发现,磷酸盐用量的增加会导致硬化 CAPC 浆料中铝酸钙水泥(CAC)的典型水化产物 C3AH6 和 AH3 的含量减少,而 C-A-P-H 凝胶的含量增加。完全耗尽 C3AH6 的临界磷酸盐用量为 CAC 重量的 20%-30%。此外,C-A-P-H 凝胶被认为是 CAPC 的特征反应产物,它由 Na 取代的纳米羟基磷灰石和假波长石团簇构成。由于 C-A-P-H 凝胶的存在,硬化的 CAPC 浆料显示出明显更小的孔隙尺寸,这也是其与硬化的 CAC 浆料相比具有更高的抗压强度的原因所在。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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