Method and apparatus for monitoring the interaction between surrounding rocks and TBM in TBM tunneling process
US-11277675-B2 · Mar 15, 2022 · US
US12196083B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-12196083-B2 |
| Application number | US-202117911685-A |
| Country | US |
| Kind code | B2 |
| Filing date | Apr 13, 2021 |
| Priority date | Apr 28, 2020 |
| Publication date | Jan 14, 2025 |
| Grant date | Jan 14, 2025 |
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In a tunnel boring machine with a shield skin ( 106 ) extending in a longitudinal direction, a sensor unit ( 118 ) for detecting convergences has a number of hydraulic distance sensors ( 121 ) equipped with an extendable probe ( 124 ) with extension path measurement. By virtue of the distance sensors ( 121 ), the distance between the shield skin ( 106 ) in the area of the relevant distance sensor ( 121 ) and the surrounding rock mass ( 103 ) can be detected as a distance value, so that the thickness of an annular gap ( 115 ) can be determined. The distance sensors ( 121 ) are arranged in the longitudinal direction of the shield skin ( 106 ) at a measuring distance which corresponds to a typical ring width of a tubbing ( 112 ). A central unit evaluates the distance values of the distance sensors ( 121 ) to determine convergences.
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The invention claimed is: 1. A tunnel boring machine comprising: a shield skin ( 106 ) extending in a longitudinal direction; tubbings ( 112 ) each having a ring width (B) in the longitudinal direction and extending upstream of the shield skin ( 106 ) for lining a tunnel as the boring machine advances therein; a sensor unit ( 118 ) having at least two hydraulic distance sensors ( 121 ) for detecting convergences with an extendable probe ( 124 ) with extension path measurement, by virtue of which a distance between the shield skin ( 106 ) in the area of the relevant distance sensor ( 121 ) and a surrounding rock mass ( 103 ) can be detected as a distance value, in that the distance sensors ( 121 ) in the longitudinal direction of the shield skin ( 106 ) are arranged at a measuring distance (D), the measuring distance (D) of the distance sensors ( 121 ) in the longitudinal direction of the shield skin ( 106 ) corresponding to the ring width (B) of the tubbing ( 112 ), in that the probes ( 124 ) are extendable during interrupted excavation and retracted during excavation; and a central unit ( 312 ) for evaluating the distance values of the distances sensors ( 121 ) to determine the convergences. 2. The tunnel boring machine of claim 1 , wherein there is a position sensor ( 309 ) by which the position of the shield skin ( 106 ) can be determined, in order to evaluate the distance values for specific positions of the distance sensors ( 121 ) in the longitudinal direction. 3. The tunnel boring machine of claim 1 , wherein there are at least three distance sensors ( 121 ) in the longitudinal direction of the shield skin ( 106 ). 4. The tunnel boring machine of claim 1 , wherein there are at least two distance sensors ( 121 ) along the circumference of the shield skin ( 106 ). 5. The tunnel boring machine of claim 4 , wherein the distance sensors ( 121 ) arranged along the circumference of the shield skin ( 106 ) are arranged symmetrically to a central vertical axis ( 203 ). 6. The tunnel boring machine of claim 1 , wherein there is a timer ( 306 ) by virtue of which the times when distance values are recorded can be determined, in order to evaluate the distance values at specific times. 7. The tunnel boring machine of claim 1 , wherein there is a signal generator ( 315 ) connected to the central unit ( 312 ), by virtue of which a warning signal can be output in the event of critical convergences. 8. The tunnel boring machine of claim 1 , wherein there is a display ( 318 ) connected with the central unit ( 312 ), by virtue of which the temporal and/or path-related course of the distance values can be displayed graphically. 9. The tunnel boring machine of claim 1 , wherein the shield skin ( 106 ) has a unitary construction and the tubbings ( 112 ) are formed as segments connected end-to-end in the longitudinal direction with at least one of the tubbings ( 112 ) extending into the shield skin ( 106 ). 10. The tunnel boring machine of claim 1 , wherein all the hydraulic distance sensors ( 121 ) are extendable through the shield skin ( 106 ). 11. The tunnel boring machine of claim 1 , wherein the hydraulic distance sensors ( 121 ) have respective fixed longitudinal positions along the shield skin ( 106 ). 12. A tunnel boring machine comprising: a shield skin ( 106 ) extending in a longitudinal direction; segmented tubbings ( 112 ) each having a ring width (B) in the longitudinal direction and collectively extending upstream of the shield skin ( 106 ) for lining a tunnel as the boring machine advances therein; a sensor unit ( 118 ) including at least two hydraulic distance sensors ( 121 ), each distance sensor ( 121 ) having a probe ( 124 ) extendable during interrupted excavation and retracted during excavation for measuring a distance between the shield skin ( 106 ) in the area of the relevant distance sensor ( 121 ) and a surrounding rock mass ( 103 ), wherein the distance sensors ( 121 ) are spaced from one another in the longitudinal direction at a measuring distance (D) corresponding to the ring width (B) of the tubbing ( 112 ); and a central unit ( 312 ) for evaluating the distances measured by the distance sensors ( 121 ) to determine convergences between the shield skin ( 106 ) and the rock mass.
Arrangement of measuring or indicating devices for use during driving of tunnels, e.g. for guiding machines · CPC title
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