Analysis method for determining longitudinal bending rigidity of shield tunnel
A technology of longitudinal bending and shield tunneling, which is applied in special data processing applications, instruments, electrical digital data processing, etc. It can solve the problems such as the difficulty of determining the longitudinal stiffness of the tunnel, and achieve the effect of strong adaptability and low actual investment
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2016-03-23
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Abstract
Description
technical field
[0001] The invention relates to an analysis method for determining the longitudinal bending rigidity of a shield tunnel, which is suitable for analyzing the longitudinal bending rigidity of a tunnel structure under different design conditions. It has broad application prospects in shield tunnel construction, especially in the field of urban rail construction. Background technique
[0002] Reasonable determination of longitudinal stiffness of shield tunnel has an important influence on the safety of tunnel structure, and is an important content in the design of shield tunnel structure. More than ten years ago, the issue of longitudinal design was raised in the structural design of shield tunnels at home and abroad, but there was no clear regulation on how to carry out the relevant specifications for longitudinal design, and the longitudinal design of shield tunnels was still in the guidance of ideas. At the level, a complete and specific vertical design metho...
Examples
Embodiment Construction
[0029] The invention provides a method for determining the longitudinal bending stiffness of a shield tunnel, uses the existing tunnel settlement deformation monitoring data to inversely analyze the longitudinal bending stiffness of the tunnel, and provides the corresponding analysis principle and calculation formula, which has good popularization and application value. .
[0030] To achieve the above object, the technical solution of the present invention comprises the following steps:
[0031](1) Collection and arrangement of data. Obtain the monitoring data and design data required for calculation and analysis, including obtaining the deformation monitoring data and monitoring plan of the existing tunnel, the design plan of the existing tunnel and the new tunnel, the construction plan and construction progress of the new tunnel. The arrangement of deformation monitoring points in existing tunnels, as well as the frequency and accuracy of deformation monitoring should meet ...