High-amount recycled aggregate direct injection type asphalt mixture and preparation method thereof

By precisely controlling the amount of recycling agent added and designing the gradation of new and old asphalt, the problem of inaccurate recycling agent dosage in direct-injection asphalt mixtures with high-content recycled aggregate is solved, achieving a balance between high-temperature stability and low-temperature crack resistance, and ensuring the stability of road performance.

CN122403841APending Publication Date: 2026-07-17JIANGSU WEIBAO NEW MATERIAL CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
JIANGSU WEIBAO NEW MATERIAL CO LTD
Filing Date
2026-04-13
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies for direct-injection asphalt mixtures with high-content recycled aggregates, the dosage of recycling agents is not precisely controlled, resulting in poor recycling effect and road performance stability of the mixture, and failing to balance high-temperature stability and low-temperature crack resistance.

Method used

A strategy of precise control of the amount of recycling agent added is adopted, which is divided into four ranges according to the amount of recycled aggregate: 50%, 60%, 70% and 80%, with the amount of recycling agent added being 1.0 to 1.5 per thousand, 1.6 to 2.1 per thousand, 1.8 to 2.3 per thousand and 2.0 to 2.5 per thousand, respectively. Combined with the gradation design of new and old asphalt and heat treatment, the recycling agent is fully integrated with the old asphalt.

Benefits of technology

It achieves the best balance between high-temperature stability and low-temperature crack resistance in high-content recycled aggregate asphalt mixtures, ensuring stable road performance and avoiding performance degradation caused by insufficient or excessive recycling agents.

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Abstract

本发明涉及道路工程材料技术领域,具体涉及一种高掺量再生骨料直投式沥青混合料及其制备方法:由包括以下重量份的组分制成:新骨料:50‑90份;再生骨料:50‑110份;新沥青:2‑8份;再生剂:添加量为所述再生骨料重量的千分之1.0至千分之2.5,针对50%至80%的高掺量再生骨料范围,将所述再生剂添加量精细划分为四个对应区间。通过基于掺量分级的精准控制策略,避免了传统梯度式添加方法中再生剂用量与骨料掺量匹配不当的问题,确保不同老化程度的旧沥青能够获得适宜用量的再生剂进行性能恢复,使高掺量再生骨料沥青混合料的高温稳定性与低温抗裂性达到最佳平衡,路用性能得以稳定保障。
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