Abstract: A device for the storage of hazardous waste, particularly radioactive waste, comprises a storage unit (10) comprised of an essentially cylindrical concrete body (11) having a central cavity for receiving a waste container (A) and passages for a flowing coolant arranged about the central cavity. The central cavity is defined by a vessel (13), preferably cylindrical and concentric with the concrete body (11), which is embedded in the concrete and hermetically sealable prior to the casting of the concrete. The coolant passages are defined by tubes (14) which are also embedded in the concrete and the lumens of which are in constant open communication with the interior space of the vessel (13).

Abstract: An installation for offshore storage of hazardous waste, in particular radioactive waste comprises (i) a concrete body (11), which is transportable on the water as a floating body and adapted to rest on the seabed at a storage site, said base body being provided with interior storage spaces (S, K) for the waste and at least some of the storage spaces being arranged to be located below the water surface, and (ii) a concrete terminal body (10) which is transportable on the water as a floating body and adapted to rest on the seabed at the storage site, positioned by the side of and adjacent to the base body (11) and connected to the base body. The base body (11) and the terminal body (10) include communication ways (14) adapted to be connected to one another and to the storage spaces (S, K) of the base body, and the terminal body (10) is adapted to have facilities (15, 16) located above the water surface for receiving waste from water or air borne transportation means.

Abstract: An offshore complex comprises a substantially ring-shaped structure (1) which is intended to rest at its lower end on the sea bottom with the upper end of the complex located above the surface of the water. The structure incorporates water-filled ballast chambers to an extent such that the structure can be caused to float by pumping water from the chambers. The upper ring-shaped end of the structure (1) supports an aircraft take-off and landing strip (3), which rises helically along a part of the perimeter of the ring-shaped structure (1). The area of water (5) enclosed by the ring-shaped structure (1) can be used as a harbor, into which sea-going vessels can enter through an opening (6) provided in the wall of the ring-shaped structure (1) at its upper end. An advantage is gained when the ring-shaped structure (1) is made substantially of concrete, and the structure may incorporate a large number of interconnected, upstanding cylindrical concrete bodies (2).

Abstract: In a method of using an elongate steel core for making passages in a body of castable material, preferably concrete which is cast in an outer mould, the core is prestressed prior to casting, and to disengage the core from the finished body, the prestress is relieved against the body or the outer mould when the material has set sufficiently. The core is provided at its ends with anchoring means for one or more tensioning members extending therebetween for prestressing the core prior to casting, the prestress for disengaging the core from the finished body being relievable against said body or said outer mould by means of an abutment engageable therewith.

Abstract: A method of manufacturing railway switch-point concrete sleeper blocks of varying lengths and having different number of attachment means located in mutually different positions for the attachment of rails. A plurality of steel matrix plates 102 whose respective lengths correspond to the desired lengths of the various sleeper blocks and which exhibit detachably mounted dowels 109 are placed end to end in an elongate mould bed with the dowels facing upwardly, whereafter reinforcing lines rods 5 are tensioned and concrete is poured into the mould bed and permitted to harden. The thus formed coherent concrete body is then removed from the mould and the matrix plates removed with the dowels remaining cast in the concrete block. The concrete body is then cut into sleeper blocks of desired length. The dowels are accurately mounted in predetermined positions in frame members affixed to the matrix plates.

Abstract: A method of manufacturing railway switchpoint concrete sleeper blocks of varying lengths and having different number of attachment means located in mutually different positions for the attachment of rails. A plurality of steel matrix plates 102 whose respective lengths correspond to the desired lengths of the various sleeper blocks and which exhibit detachably mounted dowels 109 are placed end to end in an elongate mould bed with the dowels facing upwardly, whereafter reinforcing rods 5 are tensioned and concrete is poured into the mould bed and permitted to harden. The thus formed coherent concrete body is then removed from the mould and the matrix plates removed, with the dowels remaining cast in the concrete block. The concrete body is then cut into sleeper blocks of desired length. The dowels are accurately mounted in predetermined positions in frame members 111 affixed to the matrix plates.

Abstract: Method for producing methane by first heating and mixing an organic substrate to 70.degree. C. and cooling same with fresh substrate to 50.degree.-60.degree. C. in an antechamber, transferring same to a processing chamber in the presence of methane-producing anaerobic microorganisms and therein cultivating the substrate under anaerobic conditions to produce methane.

Abstract: In the casting of a concrete element, such as a column support block, in which there is used a mould core designed to produce one or more recesses or grooves in the element, the mould core is provided with one or more apertures or slots, in each of which there is arranged a recess-forming mould part which can be moved in said aperture or slot by means of a ram. Prior to a casting operation, the moveable mould part is moved to an outwardly projecting active position and, subsequent to the cast element hardening, is withdrawn by means of the ram, thereby to enable the cast element and the mould core to be separated from one another. All of the moveable core parts on one side surface of the mould core can be arranged on a plate extending parallel to the corresponding side surface of the mould core and arranged to be acted upon by the ram.

Abstract: Hydroelectric power plant containing a flow tube for the water, an inlet tube leading to the flow tube and a discharge tube leading from the flow tube. In the flow tube a turbine is arranged to be driven by the flowing water and which via a drive shaft drives an electric generator. Accentuated sub-divisioning as between mechanical unit and portions of an installation nature is provided. The turbine and generator are located in the direct vicinity of each other and together with the drive shaft form a unit which in its entirety is situate in the flow tube and arranged to be traversed by flowing water. The unit is so arranged that the turbine can be in contact with the water flow while the generator has a watertight enclosure into which the drive shaft extends through a watertight bushing. Furthermore an electric cable for transmitting the electricity produced is connected. The installation components, the said tubes, are made from prefabricated concrete components.

Abstract: A device for sleepers for railway tracks, which sleepers (6) are adapted to support a number of rails (5) which are situated in a crossover point with an adjacent roadway. The device includes an element (28) with an underside which is adapted to rest, preferably via an intermediate layer (38), against the top of the sleeper (6) which may be planar. A groove (24) is adapted to form a support for the foot (22) of the rail (5). A first heel (33) is on the one side of said groove (24) for the rail foot (22). At the opposite side of said groove (24) in relation to the first heel (33) is another heel (31) with a cylindrical top opposite the underside of the element, the axis of which top extends substantially parallel to the rail (5). Positions (29, 30) are included for clamping devices (25, 26) to secure the rail and the element to the sleeper (6).

Abstract: The present invention relates to an arrangement for crossings between a road and railway, where the road structure is interrupted between two edges, between which is positioned at least one railroad track, the arrangement comprising two rails supported by a row of sleepers arranged substantially perpendicular to the rails, said sleepers resting on a foundation, outer slabs being deposited in the area between the rails and the respective edges of the road structure, and a center slab, preferably divided up into sections in the longitudinal direction of the track and positioned between the rails forming the railroad track, which slabs are provided with their top surfaces level with the top surfaces of the rails and the top surface of the road structure, and elongated supporting elements provided to extend along said edges of the road structure.

Abstract: In a method of angularly adjusting the position of a building element on a support element, such as a beam (2) on a pillar (1), there is inserted between the mutually facing surfaces of said elements an insert (3) which is operative to transfer pressure from the building element to the support element via an upper surface (3b) in engagement with a lower support surface (2a) on the building element and a lower surface (3a) in engagement with an upper support surface (1a) on the support element. The two support surfaces and the two engagement surfaces are formed in a manner such that, in use, two of the surfaces are planar and mutually parallel, the third surface is planar but not parallel with the two first mentioned surfaces, while the fourth surface is a curved surface generated by a straight line. The curved surface is caused to lie against the non-parallel surface.

Abstract: In a method of manufacturing for a railway switch-point concrete sleeper blocks (15') of varying lengths and having different number of attachment means (15'b) located in mutually different positions for the attachment of rails to said blocks there is used a plurality of steel matrices (2) whose respective lengths correspond to the desired lengths of the various sleeper blocks and which exhibit detachably mounted dowels (3). The matrices are placed end to end in an elongate mould bed with the dowels facing upwardly, whereafter reinforcing lines (5) are tensioned and concrete is cast into the mould bed and permitted to harden. The thus formed coherent concrete body (15), whose length may exceed 30 meters, is then removed from the mould and the matrices (2) removed and the dowels (3) remaining cast in the concrete block. The concrete body (15) is then cut into sleeper blocks (15') of desired length.

Abstract: An arrangement at crossings between a road and a railway. Between the rails and the respective edges of the road structure and between the rails are arranged first and second slabs level at their top surfaces with the top surfaces of the rails and the top surfaces of the road structure. Elongated supporting elements rest on the foundation and are located at the edges of the first slabs which face the road structure. On the supporting element a first edge to which the road structure adjoins with a second edge opposite to the first edge of the supporting element, forming a support for the edges of the first slabs, and a support for the opposite edges of the slabs facing the rail is provided on the end portions of the sleepers outside the rails.

Abstract: In a method of manufacturing consecutive pre-tensioned concrete elements, e.g. concrete sleepers, in a long mould bed, reinforcement ropes are tensioned and closure members are placed between different elements. Prior to casting closure members which are so formed that two or more cast elements are joined together via bridges or shoulders projecting outwardly fron the elements and surrounding the reinforcement ropes are placed in the mould bed at predetermined intervals. The string of cast elements is advanced to an element-separating station at one end of the bed where the elements are successively cut by means of a diamond saw or the like. The bridges between the elements are formed in a manner such that the reinforcement ropes are protected and a small, preferably the smallest possible section of concrete between the elements is severed when the elements are separated from the string of elements.

Abstract: In a method of casting in a horizontal mould a hollow, reinforced tapering concrete post having a thin wall and particularly a length exceeding 10 to 15 m, there is placed in the mould a tapering reinforcing cage or basket in which a core, e.g. a steel core, is inserted to form a substantially annular mould chamber. Said mould chamber is closed with the exception of an upper filling slot. A readily pourable concrete mass is charged to the mould from above through said filling slot. The mould is then vibrated without being rotated such that concrete fills the annular mould chamber. Hardening of the concrete is accelerated by heating, and the core is withdrawn from the formed post before the concrete has completely hardened. The finished post is then removed from the mould.