A dynamic control method and system for proportioning of a building admixture

By dynamically adjusting the proportion of admixtures and combining construction time with historical performance parameters, the problem of fixed proportions failing to meet construction efficiency and structural crack resistance was solved. This achieved a balance between early strength and later toughness, as well as a uniform transition of interlayer performance, thereby improving construction progress and structural stability.

CN122401651APending Publication Date: 2026-07-17JIANG SU SHENG ZHEN JIANG SHI LU QIAO GONG CHENG ZONG GONG SI +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2026-05-13
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies, building admixtures with fixed proportions cannot simultaneously meet the dual requirements of construction efficiency and structural crack resistance, resulting in insufficient early strength or lack of toughness in the later stages, which affects construction progress and structural durability.

Method used

By obtaining the range of admixture proportions, an initial admixture proportion is generated. The weights are dynamically adjusted using an admixture performance prediction agent. Combined with construction time requirements and historical performance parameters, future fitness values ​​and continuous fitness values ​​are calculated for iterative optimization and control, thereby achieving dynamic and precise control of the admixture proportion.

Benefits of technology

It effectively adapts to the subsequent construction schedule, takes into account the early strength and later toughness requirements, ensures uniform performance transition between each construction layer, avoids sudden performance changes, and improves construction continuity and structural crack resistance and durability.

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Abstract

本发明公开了一种建筑掺合料配比动态调控方法及系统,涉及建筑掺合料配比调控技术领域。包括:获取建筑用水泥内抗裂型双掺合料的配比范围,并生成当前施工层的第一掺合料配比;分析获取第一掺合料配比的第一韧性参数和第一强度参数,获取下一施工层的施工时间要求,配置未来韧性权重和未来强度权重,对第一韧性参数和第一强度参数进行计算得到第一未来适应值;获取在前施工层的历史韧性参数序列和历史强度参数序列,计算第一连续适应值;根据第一未来适应值和第一连续适应值,计算第一综合适应值,并配置优化参数,进行掺合料配比的迭代优化调控。本发明实现了建筑掺合料配比的动态精准调控,有效兼顾施工效率与结构抗裂性能。
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