用于大断面隧道的高能低损爆破控制系统及方法

By acquiring and analyzing drilling data from rock drilling rigs, and combining the Kuz-Rahm and Sadovsky formulas, refined control of the blasting process in large-section tunnels was achieved. This solved the problems of blasting effect deviation caused by drilling deviation and rock mass inhomogeneity, and improved the ability to predict and adjust blasting quality in real time.

CN122015596BActive Publication Date: 2026-07-17CHINA RAILWAY 17TH BUREAU GRP URBAN CONSTR CO LTD +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA RAILWAY 17TH BUREAU GRP URBAN CONSTR CO LTD
Filing Date
2025-12-24
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

In existing technologies for large-section tunnel blasting, borehole deviation and uneven distribution of rock mass joint development lead to large discrepancies between predicted blasting effects and actual conditions. This makes it difficult to achieve refined and personalized optimization of borehole parameters and charge quantity, and lacks real-time data-driven intelligent early warning and analysis support, resulting in potential problems often being discovered only after blasting.

Method used

By acquiring real-time operational data, borehole design data, and single-hole charge data of the rock drilling rig, we conduct borehole deviation analysis, quality impact analysis, and blasting situation prediction. We use the Kuz-Ram model and Sadovsky formula to predict block size and vibration effects, forming a comprehensive blasting quality impact prediction analysis, and promptly sending early warning information.

Benefits of technology

It improved the accuracy of the blasting effect prediction model, enabled real-time judgment and automatic early warning of borehole blasting quality, reduced the risk of large block rate and excessive vibration, and ensured the overall blasting quality.

✦ Generated by Eureka AI based on patent content.

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Abstract

本申请公开了用于大断面隧道的高能低损爆破控制系统及方法,涉及爆破控制技术领域,通过对钻孔几何偏差的精确分析以及对岩体破碎程度的原位量化,将施工误差与地质不均一性这两个动态变量,转化为统一的质量影响性量化指标,提升了爆破效果预测模型的输入维度和准确性基础,通过集成库兹‑拉姆模型进行单孔动态化块度预测以及萨道夫斯基公式进行振动影响预测,在单个钻孔的维度上,并行输出了期望效果与安全约束两个量化参数,将单孔质量影响、破碎块度效果预测和安全预测三方面结果进行综合分析,对每个钻孔的爆破质量进行自动判断,并及时将预警信息发送至相关人员,使得现场人员有充分时间进行补救,从而保障爆破整体质量。
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