Patent Number: 047012803
Section: claims

1. A method of storing radioactive material in a hollow construction having an access opening, the construction being located below the surface of the ground within a rock chamber, said chamber having walls, a floor, and a ceiling; said construction being completely spaced from the walls, floor, and ceiling of the rock chamber to form an outer spacing, and said construction being made of material impervious to water, the construction comprising a capsule storage area and a capsule handling passageway adjacent thereto having a track and being connected to a lift-shaft running to the surface, the method including the steps of: completely filling the outer spacing between the walls, ceiling, and floor of the rock chamber and the construction with material not impervious to water;  placing capsules containing the radioactive waste in encapsulated form into the capsule storage area;  filling the storage area around the loaded capsule with a sealing material to enclose the capsules;  repeating the placing and filling steps until the storage area has been completely filled in with the capsules and sealing material;  loading the passageway adjacent the storage area with a removable material different than the sealing material;  closing the construction and sealing the lift-shaft at least at the construction level and at ground level; and  providing means for collecting any water penetrating into the outer spacing. 2. A method as in claim 1 wherein handling of the encapsulated radioactive material is carried out with the help of a robot, which is lifted up through the lift-shaft when the construction is filled. 3. A method as in claim 1 or 2, wherein the encapsulated material is placed in one or more rows along each side of the track. 4. A method as in claim 2 wherein when a fault in a material capsule is indicated, with undersired radioactive leakage as a consequence, the robot is lowered through the lift shaft and made to break its way into the construction and dig its way through the passage up to the faulty capsule, where the filling material is removed by the robot up to the capsule which is then transported by the robot to a place selected for any further treatment that may be required, and that the construction and the tunnel are filled up again and resealed when the leakage is considered to have been rectified. 5. A method as in claim 1 or 2 wherein an initial barrier is placed under the material capsule in the form of a checking vessel, in which any leakage from the capsule is collected, such leakage being indicated by a measuring device. 6. A method as in claim 1 or 2 wherein means is provided for checking the degree of purity of the water that has penetrated into the non-impervious material between the construction and the rock chamber as necessary by measuring instruments at ground level.