Graded underground pumped-storage hydropower in coal mine, construction and using methods
US-2026071604-A1 · Mar 12, 2026 · US
US10280585B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10280585-B2 |
| Application number | US-201414896703-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 11, 2014 |
| Priority date | Jun 12, 2013 |
| Publication date | May 7, 2019 |
| Grant date | May 7, 2019 |
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The invention relates to an installation ( 10 ) for making a continuous wall in ground (S), the installation comprising: an excavation machine ( 14 ) having a frame ( 16 ) with a bottom end ( 16 b ); determination means ( 80 ) for periodically determining the offset between the frame and a first screen while making a second screen in the ground juxtaposed with the first screen; and correction means ( 50 ) for periodically correcting the position of the frame ( 16 ) so as to reduce the offset as determined by the determination means between the frame ( 16 ) and the first screen (E 1 ), and maintain overlap between the longitudinal side of the frame and the longitudinal side of the first screen in such a manner that the second screen is secant with the first screen (E 1 ) over the entire length of the shorter of the first and second screens, thereby forming the wall that is continuous.
Opening claim text (preview).
The invention claimed is: 1. A method of making a continuous wall in ground, the method comprising: providing an excavation machine having a frame with a longitudinal direction, said frame having a bottom end and carrying a cutter device fixedly coupled with the bottom end; forming a first screen in the ground, the forming including a first vertical boring step using the excavation machine; and performing a second vertical boring step using the excavation machine in order to make a second screen in the ground that is juxtaposed with the first screen such that the first and second screens are secant; wherein, the second vertical boring step includes: determining an offset between the frame and the first screen; and correcting the position of the frame should the offset be beyond a predetermined threshold, so as to reduce the previously determined offset and maintain overlap between a longitudinal side of the frame and a longitudinal side of the first screen, such that the second screen is secant with the first screen over an entire length of the shorter of the first and second screens, thereby forming the continuous wall. 2. The method according to claim 1 , wherein, during the second vertical boring step, a physical magnitude is measured periodically, and in that the offset between the frame and the first screen is determined from a plurality of measured values of said physical magnitude. 3. The method according to claim 2 , wherein the measured physical magnitude is an electric potential, an electric field, an electromagnetic field, or a magnetic field. 4. The method according to claim 1 , comprising placing at least one electrode in the first screen, and during the second vertical boring step, measuring a physical magnitude at least from the longitudinal side of the frame that faces the longitudinal side of the first screen, and determining the offset between the frame and the first screen from the measured physical magnitude values. 5. The method according to claim 4 , comprising placing a plurality of electrodes in the first screen, the electrodes being arranged in a row that extends across a thickness of the first screen, and wherein the electrodes are set to at least one predetermined potential. 6. The method according to claim 1 , wherein the first screen is made from a mixture of hydraulic binder and a marker, and wherein, during the second vertical boring step, the presence of the marker is detected by using at least one detector arranged in the frame, and wherein the offset between the frame and the first screen is determined from values supplied by the detector. 7. The method according to claim 6 , wherein the longitudinal side of the frame is provided with at least one strip of detectors that extend at least across a thickness of the frame. 8. The method according to claim 1 , wherein at least one metal part is placed in the first screen while it is being made, said at least one metal part extending along the length of the first screen, wherein the frame is provided with a measuring appliance, and wherein, during the second vertical boring step, the offset between the frame and the first screen is determined from values measured by the measuring appliance. 9. The method according to claim 8 , comprising placing a plurality of metal parts in the first screen, the metal parts being arranged in a row that extends across the thickness of the first screen, and wherein the metal parts are set to a predetermined potential. 10. The method according to claim 1 , wherein the longitudinal side of the frame is provided with sensors configured to, during the second vertical boring step, measure the electrical resistivity or the mechanical strength of the medium in contact with the sensors, and wherein the offset between the frame and the first screen is determined from the measurements supplied by the sensors. 11. The method according to claim 1 , wherein the frame includes wave emitter and receiver sources that are arranged on either side of the thickness of the frame, wherein, during the second vertical boring step, the wave emitter and receiver sources emit waves towards the first screen and then measure the reflected waves, and wherein the offset between the frame and the first screen is determined from the measurements supplied by the wave emitter and receiver sources. 12. The method according to claim 1 , wherein at least one longitudinal cavity is arranged in the first screen, and wherein, during the second vertical boring step, an emitter or a receiver is lowered down the cavity at a speed identical to the downward speed of the frame, said frame being fitted with the other of a receiver or an emitter, wherein the emitter emits a signal that is received by the receiver, and wherein the offset between the frame and the first screen is determined from the signal received by the receiver. 13. The method according to claim 12 , wherein the longitudinal cavity is constituted by a hollow part placed in the first screen while it is being made. 14. The method according to claim 1 , wherein at least one longitudinal cavity is arranged in the ground in the vicinity of the first screen, and wherein during the second vertical boring step, an emitter or a receiver be is lowered down the cavity at a speed identical to the downward speed of the frame, said frame being fitted with the other of a receiver or an emitter, wherein the emitter emits a signal that is received by the receiver and wherein the offset between the frame and the first screen is measured from the signal received by the receiver. 15. An installation for making a continuous wall in ground, the installation comprising: an assembly configured to make first and second screens in the ground, which assembly comprises an excavation machine having a frame with a bottom end and carrying a cutter device fixedly coupled with the bottom end; a determination device configured to determine the offset between the frame and the first screen while making the second screen in the ground; and a correction device configured to correct the position of the frame should the offset be beyond a predetermined threshold, so as to reduce the offset as determined by the determination device between the frame and the first screen, and maintain overlap between a longitudinal side of the frame and a longitudinal side of the first screen such that the second screen is secant with the first screen over the entire length of the shorter of the first and second screens, thereby forming the continuous wall. 16. A method of making a continuous wall in ground, the method comprising: providing an excavation machine having a frame with a longitudinal direction, said frame having a bottom end and carrying a cutter device arranged at the bottom end; forming a first screen in the ground, the forming including a first vertical boring step by displacing the excavation machine vertically; and performing a second vertical boring step by moving the excavation machine vertically in order to make a second screen in the ground that is juxtaposed with the first screen, the second vertical boring step being performed while biting into the first screen, such that the first and second screens are secant; wherein, the second vertical boring step includes: determining an offset between the frame and the first screen at different depth; and correcting the position of the frame should the offset be beyond a predetermined threshold, so as to reduce the previously determined offset and maintain overlap between a longitudinal side of the frame and a longitudinal side of the first screen, such that th
Foundation slots {or slits}; Implements for making these slots {or slits} · CPC title
General working methods with dredgers or soil-shifting machines (methods for making embankments E02D17/18; methods for mining E21C) · CPC title
at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench · CPC title
Making embankments, {e.g. dikes, dams}(E02D17/20 takes precedence; {foundations for dams E02D27/40}) · CPC title
Retaining or protecting walls (piers or quay walls E02B3/06) · CPC title
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