一种道路修补混凝土材料及其制备方法

By constructing a controlled rapid-hardening cementitious system and a pre-wetted, water-absorbing porous fine aggregate internal curing unit, combined with low-dosage polypropylene microfibers, the problems of early water loss shrinkage and interfacial stress concentration in road repair materials were solved, achieving early strength establishment and long-term stability improvement.

CN122167116BActive Publication Date: 2026-07-17SHANDONG UNIV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
SHANDONG UNIV
Filing Date
2026-05-08
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing road repair materials suffer from problems such as short working time, rapid water loss in early age, insufficient volume stability, susceptibility to shrinkage and cracking, and insufficient deformation coordination between the repaired material and the old road concrete, which can easily lead to interface stress concentration.

Method used

A controlled rapid-hardening cementitious system, a pre-wetted, water-absorbing porous fine aggregate internal curing unit, and a low-dosage polypropylene microfiber crack control unit are used to construct a synergistic relationship. The controlled rapid-hardening cementitious system is formed by sulfoaluminate cement and silicate cement. The pre-wetted, water-absorbing porous fine aggregate is used as the internal water supply unit, and polypropylene microfiber is used for crack control. Combined with a low-dosage polycarboxylate superplasticizer, retarder, and defoamer, the workability and molding stability are optimized.

Benefits of technology

It enables rapid establishment of early strength, reduces the risk of early-age water loss and shrinkage cracking, improves the interfacial bonding reliability and overall stability between the repair material and the old concrete, and ensures the long-term performance of the material.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明属于混凝土技术领域,具体涉及一种道路修补混凝土材料及其制备方法。其组成包括下述按重量份计原料:27~31份硫铝酸盐水泥、13~16份硅酸盐水泥、3.5~4.5份超细活性矿物掺合料、30~36份细骨料、9~13份预湿吸水多孔细骨料、10~18份小粒径粗骨料、0.08~0.16份聚丙烯微纤维、0.25~0.45份聚羧酸系减水剂、10~12份拌合水、0.03~0.08份缓凝剂和0.01~0.03份消泡剂。本发明通过受控快硬胶凝体系、预湿吸水多孔细骨料内养护单元以及低掺量聚丙烯微纤维控裂单元的协同作用,提高道路修补混凝土材料的综合性能。
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