Method and system for three-dimensional settlement-crack monitoring of static cutting connection area at subway exit

By deploying a multi-level monitoring point array and dual-link data acquisition in the static cutting connection area of ​​the subway exit, the problems of reference system drift and timestamp mismatch in the existing technology are solved, realizing accurate monitoring and reliable judgment of settlement and crack deformation, forming a rigorous chain of evidence, and adapting to high-precision safety monitoring of the static cutting connection area of ​​the subway exit.

CN121783088BActive Publication Date: 2026-06-05四川省建筑机械化工程有限公司 +1

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
四川省建筑机械化工程有限公司
Filing Date
2026-03-04
Publication Date
2026-06-05

AI Technical Summary

Technical Problem

Existing monitoring solutions are ill-suited to the complex environment of the static cutting connection area at subway exits. They suffer from issues such as reference frame drift, mismatch of multiple timestamps, and lack of auditable evidence chains, resulting in insufficient reliability of monitoring results and a high risk of misjudgment, making it difficult to meet the needs of high-precision safety monitoring.

Method used

By deploying monitoring point arrays of external stability benchmark group, field working benchmark group and structural response group, and combining dual-link data acquisition of total station three-dimensional observation link and static leveling elevation observation link, geometric stability check and cross-link consistency check are performed to generate reference system credibility markers. The time mapping model is used to achieve unified alignment of timestamps and generate time alignment credibility markers. Finally, settlement difference and crack increment indexes are calculated in the synchronous analysis window to determine the coordinated deformation event.

Benefits of technology

It achieves the benchmark reliability of monitoring data and precise alignment of timestamps, ensuring accurate determination of the causal relationship between settlement and crack deformation, forming a complete chain of evidence, improving the traceability and reliability of monitoring conclusions, and meeting the high-precision safety monitoring needs of the static cutting connection area at the subway exit.

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Abstract

The present application belongs to the technical field of civil engineering monitoring of urban rail transit, and particularly relates to a three-dimensional settlement-crack monitoring method and system for a static cutting transfer area of a subway exit. Three groups of monitoring point arrays are arranged, and data is collected by a total station and a static level dual-link. Geometric stability is checked based on redundant data of an external reference group, and a reference system is generated by combining double-link cross-chain consistency checking to generate a reliable marker. The construction event is used as a time anchor point, the main and auxiliary anchor points are matched, the linear time mapping model is combined to realize time alignment and generate corresponding reliable markers. The double-marker triggers a synchronous analysis window, and the spatiotemporal correlation characteristics of cracks and settlement indicators are combined to determine the cooperative deformation event, and the label with an evidence chain is output. The present application makes up for the defects of single-link data, solves the problem of time asynchronization of multiple collection ends, accurately identifies the deformation cause-effect relationship, forms a complete evidence chain, improves the monitoring reliability and rigor, and provides accurate support for the construction safety control and risk early warning of the transfer area.
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