An anti-seismic support method for a mine shaft includes: providing a circular support groove in a liquefaction-prone layer of the mine shaft; providing horizontal support holes in a groove wall, and fixing an outer support spring steel cylinder against the groove wall; drilling vertical support holes at a groove bottom, anchoring a vertical anchor rod group into the vertical support holes, and injecting an expansion anchoring slurry into the vertical anchor rod group; making a lower positioning support ring abut against an upper end of the vertical anchor rod group and an inner wall of the outer support spring steel cylinder; fixing an anti-seismic connecting rod group between lower and upper positioning support rings; making an outer wall of an inner support spring steel cylinder abut against the upper and lower positioning support rings; and providing an upper support cover seat atop the outer and inner support spring steel cylinders.

An anti-seismic support method for a mine shaft includes: providing a circular support groove in a liquefaction-prone layer of the mine shaft; providing horizontal support holes in a groove wall, and fixing an outer support spring steel cylinder against the groove wall; drilling vertical support holes at a groove bottom, anchoring a vertical anchor rod group into the vertical support holes, and injecting an expansion anchoring slurry into the vertical anchor rod group; making a lower positioning support ring abut against an upper end of the vertical anchor rod group and an inner wall of the outer support spring steel cylinder; fixing an anti-seismic connecting rod group between lower and upper positioning support rings; making an outer wall of an inner support spring steel cylinder abut against the upper and lower positioning support rings; and providing an upper support cover seat atop the outer and inner support spring steel cylinders.

Nuclear power plants include vertical shafts housing a reactor and plant equipment connected between the shafts. Shafts may be formed with VSM to nuclear standards, and a basemat may be poured at the bottom, which is compatible with reactor designs such as a simplified boiling water reactors, small modular reactors, advanced reactors and sodium cooled fast reactors. Additional plant systems may be placed in further shafts and connected through side-travelling tunnels that pass through the shafts. The plant may be segregated by safety class among different shafts. Floors, which may be modular and prefabricated with full equipment for delivery at the shaft, may be vertically lowered into appropriate shafts and seated to walls of the shaft. Equipment can be connected between floors by running connections along shaft walls.

Nuclear power plants include vertical shafts housing a reactor and plant equipment connected between the shafts. Shafts may be formed with VSM to nuclear standards, and a basemat may be poured at the bottom, which is compatible with reactor designs such as a simplified boiling water reactors, small modular reactors, advanced reactors and sodium cooled fast reactors. Additional plant systems may be placed in further shafts and connected through side-travelling tunnels that pass through the shafts. The plant may be segregated by safety class among different shafts. Floors, which may be modular and prefabricated with full equipment for delivery at the shaft, may be vertically lowered into appropriate shafts and seated to walls of the shaft. Equipment can be connected between floors by running connections along shaft walls.

An underground shaft development method comprises: (a) drilling blastholes extending into a rock formation, each drilled from a starting location defining a first blasthole end to an ending location defining a second blasthole end; (b) loading the blastholes with alternating layers of explosives charges and stemming material to provide multiple blasting decks across and within the formation, including at least a first blasting deck corresponding to the first blasthole ends and a final blasting deck corresponding to the second blasthole ends, wherein each blasting deck carries wireless blasting devices; and (c) detonating the explosive charges in a series of blasting stages based on blasting deck by initiating the wireless blasting devices in each blasting deck, proceeding consecutively from the first blasting deck to the final blasting deck, wherein after each blasting stage excavation takes place to progress the shaft in an intended direction.

An underground shaft development method comprises: (a) drilling blastholes extending into a rock formation, each drilled from a starting location defining a first blasthole end to an ending location defining a second blasthole end; (b) loading the blastholes with alternating layers of explosives charges and stemming material to provide multiple blasting decks across and within the formation, including at least a first blasting deck corresponding to the first blasthole ends and a final blasting deck corresponding to the second blasthole ends, wherein each blasting deck carries wireless blasting devices; and (c) detonating the explosive charges in a series of blasting stages based on blasting deck by initiating the wireless blasting devices in each blasting deck, proceeding consecutively from the first blasting deck to the final blasting deck, wherein after each blasting stage excavation takes place to progress the shaft in an intended direction.