一种减缩增强纳米复合材料及其制备方法和应用

By combining modified porous silica, nano-expansion agents, and nano-calcium silicate crystal nuclei, the pore structure and surface modification of UHPC were optimized, solving the problem of early shrinkage of UHPC and improving the mechanical properties of concrete.

CN117800632BActive Publication Date: 2026-07-17CHINA WEST CONSTR ACAD OF BUILDING MATERIALS CO LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA WEST CONSTR ACAD OF BUILDING MATERIALS CO LTD
Filing Date
2023-12-28
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies struggle to effectively control the shrinkage of ultra-high performance concrete (UHPC) while meeting the actual mechanical performance requirements of engineering projects, especially the damage caused by early shrinkage issues such as cracks and steel corrosion.

Method used

By employing modified porous silica, nano-expansives, nano-calcium silicate crystal nuclei, and hydration kinetic regulators, the affinity of the material for water is enhanced and humidity stability is increased by optimizing the pore structure and surface modification, combined with the volume expansion compound of the nano-expansives, thus forming a micro-nano structure to optimize the pore structure.

Benefits of technology

It effectively reduces the early shrinkage of UHPC and improves the mechanical properties of concrete, including compressive strength and flexural strength, to meet the actual needs of engineering projects.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明提供了一种减缩增强纳米材料,其包括70‑90%的改性二样化硅、10‑25%的纳米膨胀剂、0‑5%的纳米硅酸钙晶核和 / 或0‑5%的水化动力学调节剂。通过孔结构优化与表面改性的二氧化硅,可有效提升材料与水的亲和力,具有高达60%的含水率,可增加混凝土内部的湿度,具有一定内养护功能;同时其包含的纳米膨胀剂可形成体积膨胀化合物,与改性二氧化硅协同作用,可降低混凝土的收缩,大大提高其体积的稳定性;再有所述减缩增强复合纳米材料的微纳米结构,可优化混凝土孔隙结构,从而提高混凝土的力学性能。本发明提供的包含所述减缩增强复合纳米材料的混凝土及其应用,可在有效控制UHPC前期收缩的前提下,满足工程实际需求的力学性能。
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