High energy blasting
US-9389055-B2 · Jul 12, 2016 · US
US9778009B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9778009-B2 |
| Application number | US-201214126022-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jun 14, 2012 |
| Priority date | Jun 14, 2011 |
| Publication date | Oct 3, 2017 |
| Grant date | Oct 3, 2017 |
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Official abstract text for this publication.
A method for preparing a charging plan for rock cavern excavation, in which plan drill hole locations for a round to be drilled in a tunnel face are determined in a predetermined coordinate system by using a drilling plan created by means of a computer-assisted design program. The method determines pull-out of a round on the basis of the locations of the hole ends and the topography of the rock remaining after a round blast, and designs or modifies a charging plan for a subsequent round on the basis of the thus determined pull-out.
Opening claim text (preview).
The invention claimed is: 1. A method for designing a charging plan for excavating a rock cavern, the method comprising the steps of: determining in advance at least drill hole locations and the location of their ends in a pre-determined set of coordinates for a round to be drilled into the rock cavern; preparing a charging plan for the holes in the round by means of a computer-aided design program for blasting the round; determining, in connection with the drilling of the holes, the actual location of hole ends for at least some of the holes; storing the determined actual locations of hole ends in a memory; determining pull-out of a round on the basis of the determined actual locations of the hole ends and topography of rock remaining after a round blast; and designing or modifying the charging plan of a subsequent round on the basis of the thus determined pull-out. 2. A method as claimed in claim 1 , wherein the topography of the rock is determined by measuring the profile of the remaining rock with a measuring device. 3. A method as claimed in claim 1 , wherein the topography of the rock is determined by measuring at least some of the starting points of the drill holes for a next round on the surface of the rock and by calculating an approximate value of the surface profile on the basis thereof. 4. A method as claimed in claim 3 , wherein the locations of the starting points of the holes to be drilled are determined by measuring by means of a control system of a rock drilling apparatus. 5. A method as claimed in claim 4 , wherein the locations of the end points of the holes to be drilled are determined by measuring with the control system of the rock drilling apparatus. 6. A method as claimed in claim 3 , wherein the locations of the starting points of the holes to be drilled are determined by measuring with a separate measuring device. 7. A method as claimed in claim 1 , wherein the locations of the end points of the holes to be drilled are determined by measuring them with a separate measuring device after the drilling of the hole. 8. A method as claimed in claim 1 , wherein the charging plan for a round is prepared by a computer belonging to the control unit of the rock drilling apparatus. 9. A method as claimed in claim 1 , further comprising the steps of: transferring the measured location data on the drill hole ends from the rock drilling apparatus to an external computer separate from the rock drilling apparatus; calculating the realized pull-out and designing or modifying the charging plan for a subsequent round by said external computer separate from the rock drilling apparatus; and transmitting the obtained charging plan to the control computer of the rock drilling apparatus. 10. A method as claimed in claim 1 , further comprising preparing the charging plan by modifying on the basis of pull-out the charging plan already prepared in advance. 11. A method as claimed in claim 1 , further comprising preparing the charging plan on the basis of pull-out for a round following the last-blasted round. 12. A method as claimed in claim 1 , further comprising preparing the charging plan on the basis of pull-out for a round subsequent to the round following the last-blasted round. 13. A method as claimed in claim 1 , further comprising determining drill hole locations in a predetermined coordinate system as starting points, direction angles and drill hole lengths of the holes to be drilled. 14. A method as claimed in claim 1 , further comprising determining drill hole positions in the predetermined coordinate system as starting points and end points of the holes to be drilled. 15. A method as claimed in claim 14 , further comprising determining the position of the starting points of the drill holes, and correspondingly, that of the end points of the drill holes in the predetermined coordinate system for all holes to be drilled. 16. An arrangement for designing a charging plan for excavating a rock cavern with a rock drilling apparatus comprising one or more drilling booms having a rock drilling unit attached to it and a control unit for controlling the drilling comprising a computer, whereby at least locations of drill holes in a predetermined coordinate system has been defined in advance for a round to be drilled the arrangement comprising: a computer with the computer assisted design program for designing the charging plan; means for locating the location of the actual ends for at least some of the holes; means for storing the determined locations of the hole ends in a memory; and means for determining the topography of the rock remaining after the round blast, wherein the pull-out of the blasted round can be defined on the basis of the defined end locations of the drill holes and the topography of the rock remaining after the blasted round and the charging plan may be designed or modified on the basis of the thus defined pull-out. 17. An arrangement according to claim 16 , wherein the means for defining the topography of rock remaining after a round blast include a measuring device for measuring the profile of remaining rock. 18. An arrangement according to claim 16 , wherein the means for defining the topography of rock remaining after a round blast comprise a measuring device for measuring the starting point of at least part of the drill holes for the next round on the surface of the rock and for calculating the approximate of the rock surface profile on the basis of the measured starting points. 19. An arrangement according to claim 18 , wherein the measuring means for measuring the starting points of the holes to be drilled are part of the control system for the rock drilling apparatus. 20. An arrangement according to claim 18 , wherein the measuring means for measuring the starting points of the holes to be drilled include a separate measuring device.
Rock drills, i.e. jumbo drills · CPC title
by making use of blasting methods (explosive compositions C06B; blasting per se F42) · CPC title
Design optimisation, verification or simulation (optimisation, verification or simulation of circuit designs G06F30/30) · CPC title
Control of the drilling operation; Hydraulic or pneumatic means for activation or operation (control circuits for drilling masts E21B15/045) · CPC title
for rock blasting · CPC title
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