1. Engineering construction for underground facilities and underground power vertical sections of transport systems located below the earth's surface markers of natural and possibly partially inside overhead bulk precoat array comprising one or more vertical mine workings, mine roof support including, for example, of monolithic or precast concrete, with sealed bottoms, and reinforcement walls arches workings, including chief engineering barrier (GIB) disposed in the space mine workings, ogre ness shaft lining, characterized in that between the shaft lining and GIB a gap to be filled with compacted and solidified materials GIB is designed as a simply connected closed shells, reinforced or stalezhelezo-concrete, with the possibility of a step change in the thickness cross section corresponding to their outer characteristic Resize section of the mine workings and the Inland - specifies the requirements for protective properties of GIB and the vertical mine workings has a cross section, as a rule - cr ugovye, constant or changing in the vertical direction of width and characteristic dimensions in plan, including stupenchato.2. Engineering structure according to Claim. 1, characterized in that the main engineering barrier in vertical excavations (GIBV) being constructed "bottom up" under the protection of the mine roof support, at least one area generating constant cross-section, consists of a shell, on the external and internal the surfaces of which are formed annular projections, the internal projections make only part of the perimeter of the cross section of the inner contour
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