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Simulation measurement system and method for influence of tunnel excavation on adjacent structure

A tunnel excavation and measurement system technology, which is applied in the direction of machine/structural component testing, measuring devices, instruments, etc., can solve the problems of result deviation, difficulty of theoretical derivation, soil stress history and difficult boundary conditions, etc., and achieve production Convenience and the effect of shortening the research time

Pending Publication Date: 2020-12-04
TONGJI UNIV +3
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The method of numerical simulation is relatively mature, but the main shortcomings are that the physical and mechanical parameters of the soil have a great influence on the calculation results, but due to the limitations of instruments and equipment, it is difficult to obtain accurate soil parameters, and the soil parameters Stress history and boundary conditions are difficult to fully simulate, resulting in deviations in results
The method of theoretical analysis is often limited to relatively ideal boundary conditions. Under complex working conditions, the difficulty of theoretical derivation is too high, and there are certain problems in practicality.

Method used

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  • Simulation measurement system and method for influence of tunnel excavation on adjacent structure
  • Simulation measurement system and method for influence of tunnel excavation on adjacent structure
  • Simulation measurement system and method for influence of tunnel excavation on adjacent structure

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Embodiment 1

[0055] A simulation measurement system for the impact of tunnel excavation on adjacent structures, comprising: a structure simulation environment, a centrifuge, a tunnel model 3, a dynamic simulation mechanism and a monitoring device; the dynamic simulation mechanism is connected to the tunnel model 3, and is arranged in In the structure simulation environment, the monitoring device and the centrifuge are connected to the structure simulation environment; the centrifuge is used to provide a stable centrifugal field working environment for the simulation measurement system; the structure simulation environment is used to When simulating the structure environment affected by tunnel excavation; wherein the dynamic simulation mechanism is used to simulate the jacking force of tunnel excavation or simulate the formation loss of tunnel excavation, and the monitoring device is used to monitor the dynamic simulation mechanism during Effects on the structure's environment while running ...

Embodiment 2

[0064] The present invention includes two sets of subsystems. System 1 can simulate and measure the influence of the jacking force in front of the pipe jacking machine on surrounding buildings and pipelines, and system 2 can simulate and measure the influence of surrounding formation loss on pipe jacking on surrounding buildings and pipelines.

[0065] The present invention proposes a system for simulating and measuring the influence of pipe jacking cable tunnel excavation on adjacent structures in a centrifugal field. System 1 consists of a model box 8, plexiglass, aluminum alloy tunnel pipe, metal rod, pipe jacking head, power system, and monitoring device , test system, aluminum alloy adjacent building simulation piece 1, aluminum alloy adjacent existing pipeline simulation piece 2, system 2 consists of model box 8, plexiglass, aluminum alloy tunnel pipe, latex film 9, solenoid valve 10, hydraulic pressure system, monitoring device, test system, aluminum alloy building model...

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Abstract

The invention provides a simulation measurement system for influence of tunnel excavation on an adjacent structure. The simulation measurement system comprises a structure simulation environment, a centrifugal machine, a tunnel model, a power simulation mechanism and a monitoring device; the power simulation mechanism is connected with the tunnel model and is arranged in the structure simulation environment, and the monitoring device and the centrifugal machine are both connected with the structure simulation environment; the centrifugal machine is used for providing a working environment of astable centrifugal field for the simulation measurement system; the structure simulation environment is used for simulating a structure environment influenced by tunnel excavation; the power simulation mechanism is used for simulating the jacking force of tunnel excavation or simulating the stratum loss of tunnel excavation; and the monitoring device is used for monitoring the influence of the power simulation mechanism on the environment of a structure during simulation. The system is close to an actual scene, further verification can be performed on the basis of theoretical research, mechanism research is deepened, and good consultation and suggestion are provided for actual tunnel engineering design construction and operation.

Description

technical field [0001] The invention belongs to the field of tunnel engineering in geotechnical and underground engineering, and in particular relates to a simulation measurement system and method for the influence of tunnel excavation on adjacent structures. Background technique [0002] The pipe jacking construction will disturb the surrounding environment. During the pipe jacking construction, the excavation and soil compaction of the excavation surface, the friction and shearing of the surrounding stratum by the advancement of the segment behind the tunnel, etc., will cause the stratum disturbance and make the soil experience Mechanical disturbances such as extrusion, shearing, and unloading, or water and soil loss, lead to uplift or settlement, lateral extrusion deformation, or displacement of the surrounding strata, thereby bringing potential damage to adjacent buildings (structures) and underground pipelines buried in the surrounding strata. Improper control can lead ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M99/00
CPCG01M99/00
Inventor 马险峰陈飞刘华清卞荣吴冰丁健豪
Owner TONGJI UNIV
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