Wind power grouting material, preparation method and application thereof

By leveraging the synergistic effect of a gradient cementing system and a composite expanding agent, combined with a stepwise fiber-reinforcing process and nano-microstructure early-strength crystal nuclei, the comprehensive performance problem of wind power grouting materials in complex environments has been solved. This has resulted in a wind power grouting material with high flowability, ultra-high strength, and fatigue resistance, suitable for grouting construction of wind power foundations and key offshore components.

CN122403876APending Publication Date: 2026-07-17临海市忠信新型建材有限公司
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Patent Information

Application Number
CN202610545608.5
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-04-23
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing cement-based non-shrink grouting materials for wind power suffer from problems such as insufficient flexural strength and fracture toughness, uneven fiber agglomeration and dispersion, decreased fluidity, early plastic shrinkage or late shrinkage under complex service environments, making it difficult to meet the comprehensive performance requirements of long-term service conditions for offshore wind power.

Method used

By employing a gradient cementing system, composite expansion agent, stepwise fiber addition process, and nano-microstructure early strength crystal nuclei, a wind power grouting material with high flowability, self-compacting properties, full-process micro-expansion, ultra-high strength, high toughness, and salt corrosion resistance is constructed. Through the synergistic combination of silica fume, fly ash, graded quartz sand, and copper-plated microfiber steel, uniform dispersion and full-process shrinkage compensation of the material are achieved.

Benefits of technology

It achieves synergistic optimization of high fluidity, ultra-high strength, fatigue resistance and salt corrosion resistance, and is suitable for wind power foundations, tower flanges, jacket nodes and offshore anchoring foundations, improving the long-term safety and service life of the structure.

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Abstract

本发明公开了一种风电灌浆料及其制备方法和应用,属于建筑材料技术领域。所述风电灌浆料按重量份计包括:普通硅酸盐水泥400‑440份,硅灰10‑20份,沉珠粉煤灰12‑15份,级配石英砂450‑500份,镀铜微丝钢纤维9‑15份,塑性膨胀剂0.2‑0.4份,CSAⅠ型膨胀剂20‑60份,减水剂3‑5份,消泡剂0.4‑0.6份,早强晶核0.16‑0.20份,拌合水90‑100份。本发明通过构建梯度胶凝体系、二元复合膨胀体系及分步加纤分散工艺,实现了纤维分散性、流动工作性、力学强度、体积稳定性及耐久性能的协同提升,所得灌浆材料具有高流动自密实、全程微膨胀、超高强、高韧性及抗盐蚀、抗疲劳等优点,适用于风电基础、塔筒法兰、导管架节点及海上风电锚固基础等关键部位的灌浆施工。
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