Abstract A clay layer of low permeability and of a thickness of about 2 meters, depending somewhat upon the permeability, immediately covers and laterally surrounds the external concrete wall and roof structure of the nuclear reactor building, this layer extending at least down to a ground water draining or leading ground layer. Above it is a layer of gravel, sand or porous stone of relatively high permeability, typically somewhat less than a meter thick, and on top thereof an earth fill layer of less permeability than the intermediate layer is provided, which is typically 8 meters thick. The clay layer, which could also be a loam layer, prevents the emergence of radioactive materials in the event of cracking of the concrete structure by an accidental malfunction and absorbs aerosols and water-soluble fission products. The gravel layer converts the convective mass flow of the emerging materials into a diffusion flow and prevents the spreading of cracks in the covering layers. In the thick earth fill layer on top, any radioactive materials still spreading are transported only by a process of diffusion. If protection is to be provided against the strongest external effects, a concrete paving can be put on top of the earth fill.
An in-the-ground nuclear reactor facility having a part of the nuclear reactor facility building which includes the building portion containing the nuclear reactor embedded below the natural ground topography of the site, at least said part of said building having an external concrete wall and roof structure projecting above the top edge of the natural landscape surface and covered with fill extending down to the land surface, which facility comprises the improvement which consists in that: said external concrete wall and roof structure (5) above the natural landscape surface top edge (6) is surrounded and covered by a first layer (12) adjacent to said wall and roof structure and composed of a material selected from the group consisting of clay, loam and mixtures of clay and loam having a permeability in the range from 0.001 to 0.1 darcy, said first layer extending at least down to a ground-water diverting ground layer and having a thickness in the range from 1.5 to 3 meters; of the building portion embedded below the natural ground contour, at least the part which is below the top of said ground water diversion ground layer (13) is embedded substantially entirely in undisturbed ground except for the presence of any portion of said first layer extending downward from above; above said first layer (12) is overlaid a second layer (14) of a permeability in the range from 1 to 100 darcy, of a material selected from the group consisting of gravel, sand, porous stones and the like and of a depth in the range between 0.5 3 meters, and above said second layer (14) is spread a top layer (15) of earth fill that is at least 3 meters thick and has a permeability less than that of said second layer (14).
Claim 2
Dependent Claim
295 words
An in-the-ground nuclear reactor facility having a part of the nuclear reactor facility building which includes the building portion containing the nuclear reactor embedded below the natural ground topography of the site, at least said part of said building having an external concrete wall and roof structure projecting above the top edge of the natural landscape surface and covered with fill extending down to the land surface, which facility comprises the improvement which consists in that: said external concrete wall and roof structure (5) above the natural landscape surface top edge (6) is surrounded and covered by a first layer (12) adjacent to said wall and roof structure and composed of a material selected from the group consisting of clay, loam and mixtures of clay and loam having a permeability in the range from 0.001 to 0.1 darcy, said first layer extending at least down to a ground-water diverting ground layer and having a thickness in the range from 1.5 to 3 meters; of the building portion embedded below the natural ground contour, at least the part which is below the top of said ground water diversion ground layer (13) is embedded substantially entirely in undisturbed ground except for the presence of any portion of said first layer extending downward from above; above said first layer (12) is overlaid a second layer (14) of a permeability in the range from 1 to 100 darcy, of a material selected from the group consisting of gravel, sand, porous stones and the like and of a depth in the range between 0.5 3 meters, and above said second layer (14) is spread a top layer (15) of earth fill that is at least 3 meters thick and has a permeability less than that of said second layer (14).
Claim 3
Dependent Claim
33 words
A nuclear reactor facility as defined in claim 1, in which said first layer (12) surrounds said external concrete structure (5) down to the floor plate (17) of said reactor-containing building portion (2).
Claim 4
Dependent Claim
48 words
A nuclear reactor facility as defined in claim 2, in which reinforced building excavation walls (19) are provided laterally beyond and spaced from said external concrete structure and said second layer (12) fills in the intermediate space between said external concrete structure and said reinforced excavation walls (19).