一种临近既有建筑物的地下通道施工方法

By receiving construction instructions, calculating tunnel area adjustment coefficients, and determining stable bearing layers, the construction area is dynamically adjusted. Combined with real-time monitoring and optimized construction methods, the problems of low construction efficiency and poor safety in traditional construction are solved, achieving efficient and safe underground passage construction.

CN122169830BActive Publication Date: 2026-07-17CHINA CONSTR FIRST DIV GROUP CONSTR & DEV

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
CHINA CONSTR FIRST DIV GROUP CONSTR & DEV
Filing Date
2026-05-11
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional underground tunnel construction near existing buildings lacks systematic integration and precise calculation, which can easily lead to instability of the surrounding rock or excessive deformation of the building during construction, affecting construction efficiency and safety, and failing to meet the refined and safe requirements of modern underground engineering.

Method used

By receiving construction instructions, calculating the tunnel area adjustment coefficient, confirming the target construction area, determining the stable bearing layer by combining the geological columnar section, dynamically adjusting the prohibited construction area, setting up monitoring points using the fitting circle method, monitoring in real time, triggering closed-loop remediation through calculation, selecting the construction method of support before tunneling or tunneling before support, and optimizing the construction process.

Benefits of technology

It improved construction efficiency and quality, ensured the safety of existing buildings, reduced unnecessary avoidance areas, and enhanced the usability and adaptability of the construction area.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明涉及地下工程技术领域,一种临近既有建筑物的地下通道施工方法,包括:接收地下隧道施工指令,基于所述地下隧道施工指令确认出施工区域及既有建筑物,利用隧道区域调整系数,在施工区域内确认出目标施工区域,确认出施工图纸,基于所述施工图纸,在目标施工区域内确认出地下隧道施工位置节点及地下隧道施工参数节点,利用所述隧道荷载确认出隧道支护方式,利用所述地下隧道施工位置节点确认出隧道施工起点及隧道施工终点,利用所述隧道支护方式、地下隧道施工位置节点从隧道施工起点开始进行地下隧道施工直至到达隧道施工终点,实现临近既有建筑物的地下通道施工。本发明可提高临近既有建筑物的地下通道施工的效率和质量。
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