FLAT-BOTTOMED TANK AND METHOD FOR FITTING IT WITH A LEAK-PROOF COATING

Abstract

The invention relates to an above-ground storage tank with a leakage protection lining for storing media posing a hazard to water, and to a process for equipping and particularly refitting an existing above-ground storage tank with a lining protecting it against leakage.

Description

DESCRIPTION

[0001] The invention relates to an above-ground storage tank with a lining protecting it against leakage, for storing media posing a hazard to water, as well as to a process for equipping, and particularly for later equipping an above-ground storage with a lining protecting it against leakage.

[0002] Above-ground storage tanks consist of steel or reinforced concrete and are employed mainly for storing fuels, mineral oils, acids, lyes, solvents or the like.

[0003] Both single-wall and double-wall above-ground storage tanks are employed in practical life. For reasons of environmental protection, it is necessary to monitor above-ground storage tanks for leakage particularly within the zone of the tank bottom. To permit such monitoring it is necessary in connection with single-wall storage tanks to later equip such tanks with an additional lining protecting such tanks against leakage. It is known also, for example, to weld in an additional intermediate bottom made of metal and to evacuate the chamber so formed, or to maintain such chamber at a pressure below atmospheric pressure so that leakages occurring can be detected in due time through monitoring of the pressure difference. A process for producing a double-walled tank from a single-wall tank is described in EP 0 705 771 A1. Flat sections are welded to the inner walls of the tank and sheet metal plates are welded to the flat sections. It is known from EP 0 069 393 B1 to insert in existing single-walled, ground-installed tanks for the purpose of leak control a plastic nap sheet and an inner covering made of plastic in order to form between the walls of the tank and the stored material an intermediate space that can be monitored. Since the plastic sheet is electrically nonconductive, it is proposed also to arrange as spacing means a metal foil, onto which an electrically conductive, fiber-reinforced layer of epoxide is sprayed. The use of an electrically conductive polyurethane sheet for producing flexible inserts for containers is described in EP 0 571 868 A1. Said linings require much expenditure in terms of their manufacture and installation. Intermediate or additional bottoms, for example, are produced from metal and mounted by welding in the interior of the tank.

[0004] When flexible plastic foils are employed, the entire inner space of the tank is always lined, as far as we know, with a so-called second wall.

[0005] It is known from DE 38 34 656 C1 that a lower foil is arranged in an oil-collecting tub consisting of a bottom plate made of concrete and walls consisting of bricks or concrete, with the wall zones of such foil extending up to the top edge of the walls, whereby the foil is retained on the top edge of the walls by means of contact pressure-exerting rails. The lining of tanks by means of a double bottom made of plastic with application of a napped foil in association with a plastic layer based on epoxide resin is described in DE 36 22 593 C2. Both layers also slightly extend up the side wall of the tank, whereby fastening of the napped foil on the wall of the tank is effected by the applied coating of epoxide resin.

[0006] An inside lining for a gasoline tank is known from DE 196 21 469 A1, said lining consisting of a two-sided foil. The foil is retained in the dome of the tank by means of a clamping ring.

[0007] However, lining of the entire inside space of a tank for forming a double wall is very cost-intensive.

[0008] It is known from practical application that joining of the foil with the walls of the tank poses problems because the joints have to be medium-and vacuum-tight. Especially in connection with storage tanks made from steel, it has to be taken into account that such tanks are installed outdoors and exposed to considerable temperature variation. In addition, changing levels of the fluids in the containers have an effect on the expansion behavior of the container material as well.

[0009] A storage container for fluids, in particular for fuel oil, is known from De GM (design or utility patent) 67 51 479. In the corner regions, said storage container has connection ducts separated by baffle plates for generating a vacuum and for monitoring the latter. A plastic tub is inserted in the storage container, such tub resting on sheet metal plates serving as spacing means. The marginal zones of the plastic tub are joined with side walls of the container by gluing or welding and, if need be, additionally secured by pressure strips not shown. The height of the plastic tub is designed in such a way that the sludge deposition zone is covered. The container consists of metal because trapezoidal sheet metal plates have to be welded into the container. It has to be mentioned also that the pressure strips can be pressed onto the welded joints or glued joints by screws, with elastic substrated inserted in between. Said screws, however, exclusively serve the purpose of generating the contact pressure force required in the course of the gluing or welding process. The storage container is designed in the form of a brick and fitted with a plane bottom and a plane cover plate. Such a container is not a flat-bottom or above-ground storage tank in the actual sense of the term. Since the lining protecting against leakage consists of a rigid and stable, prefabricated plastic tub, the cover of the container has to be removable, so that the plastic tub can be installed. The manufacturer of a separate plastic tub is connected with high costs. Exactly fitting plastic tubs have to be manufactured for different storage container dimensions. This solution is entirely unsuitable for above-ground (flat-bottom) storage tanks, in particular when such tanks are re-equipped later.

[0010] The invention was based on the problem of creating an aboveground storage tank with a lining protecting against leakage that can be manufactured and installed in a simple way; which can be mounted permanently medium- and vacuum-tight on the wall of the tank; and which satisfies the requirements with respect to leakage monitoring. Furthermore, the goal was to provide a suitable process particularly for equipping existing above-ground storage tanks later with a lining protecting against leakage.

[0011] According to the invention, the problem is solved by the features specified in claim 1. Suitable design variations are specified in claims 2 to 22. The proposed procedure is the object of claim 23. Suitable further developments of the invention are described in claims 24 to 29.

[0012] The leakage protection lining for above-ground storage tanks consists of at least one pressure-stable, cavity-forming insert, and a medium-resistant plastic sheet resting on said insert. Before the leakage protection lining is mounted as a later-fitted equipment, it is necessary to examine whether the bottom of the tank satisfies the tightness requirements. If necessary, a corrosion-inhibiting coating of pain is applied to the bottom of the tank as an additional measure, or the bottom of the tank is coated with a liquid plastic. After tightness of the bottom of the tank is assured, the insert is placed on said bottom, such insert in the known way consisting of, for example, a plastic grid or a napped foil. The medium-resistant foil can be provided with cavity-forming elements such as, for example, naps or the like on its underside as well.

[0013] Also, it may be useful in certain cases of application to arrange an additional foil between the bottom of the tank and the insert. Important is that a suitable intermediate space for leakage monitoring is formed between the two foils or the foil resting on the insert and the bottom of the tank. According to the invention, two different sites of fastening or mounting are proposed for joining the foil with the inner side of the tank in a medium-tight manner. The required clamping device may be installed either on the inner side of the tank wall with a small spacing from the bottom of the tank, such spacing preferably being in the range of 100 to 500 mm, or on the outer limitation of the tank bottom, thus in the region of the transition between the tank bottom and the tank wall. The bottom of the tank can be designed as a plane or an arched or curved surface. The clamping device consists of a stationary part like a flange extending all around, which flange may be formed also by a plurality of segments, or it consists of bolts; the latter being arranged at defined spacings and projecting inwardly. The stationary parts form the actual mounting and are secured on the inner side of the tank by welding or gluing. The movable part of the clamping device is formed by the clamping rails, the elastic sealing strips and the tensioning means. If the mounting site is located above the tank bottom, the outer dimensions of the foil resting on the insert are only slightly larger than the dimensions of the bottom area of the tank, whereby the foil should literally project beyond the area of the bottom of the tank by up to about 500 mm. The foil consequently extends only up into the lower zone of the inner side of the tank walls. In said zone, which is located about 100 to 500 mm above the bottom of the tank, the foil is secured all around on the inner side of the tank walls by means of a suitable clamping device. With a lateral arrangement of pipelines for leakage monitoring near the bottom of the tank, the insert should still extend up to below the clamping device. As a rule, above-ground storage tanks are made of steel, and either rest on the ground, or they arranged on supports with a small spacing from the ground. The number of above-ground storage tanks manufactured from reinforced concrete is relatively low as compared to above-ground storage tanks fabricated from steel. It is not possible in connection with above-ground storage tanks to visually inspect the bottom of the tank for tightness. So as to prevent leakage from penetrating the soil, it is only known heretofore to weld a new intermediate bottom, e.g. made of steel into the above-ground storage tank, and to arrange a leakage monitoring system. As compared to the above, the proposed solution is substantially more favorable in terms of cost, and requires only lower installation expenditure. Since the foil is secured in the lower zone of the above-ground storage tank, thus below the lower permissible level of the fluid that has to be maintained, hardly any problems arise on the walls of the tank due to varying thermal expansions of the materials. Thus, the foil can be permanently and pressure-tight mounted on the inner wall of the tank with relatively simple means. The mounting elements are constantly in contact with the fluid being stored except for brief periods, for example, when the tank is cleaned.

[0014] It may be even sufficient in certain cases of application if only the bottom of the tank is provided with a lining protecting against leakage. A flange extending all around is preferably employed as the retaining means, such flange being welded to the outer limitation of the tank bottom, to the bottom of the tank, and to the walls of the tank. The flange extending all around should be made from the same material as the tank. Important is that the materials employed for the tank and for the flange do not differ from each other with respect to their coefficients of expansion.

[0015] If the mounting elements for securing the lining protecting against leakage are arranged in a zone where the level of the fluid is constantly changing, problems would arise with respect to the tightness of the wall mounting due to considerable variation of the outside temperature and differences in material expansion conditioned by such variations. A suitable clamping device consists of steel fastening bolts arranged at the same level with defined spacings between each other, as well as clamping rails which are pluggable onto said bolts, whereby elastic sealing strips extending all around are arranged between the foil and the inner side of the tank walls. In the case of above-ground storage tanks manufactured from steel, the bolts are welded to the inner side of the tank walls, and with above-ground storage tanks from reinforced concrete; the bolts are glued into the reinforced concrete wall. The sealing strips may be coated with adhesive or a sealing compound on one or on both sides. In order to obtain the tight connection required between the foil and the inner side of the tank walls, a contact pressure has to be applied as uniformly as possible to the clamping rails all around. The length of the individual clamping rails should be dimensioned in such a way that they can be plugged onto a plurality of bolts disposed adjacent to each other, or that they can be plugged together or into one another. Also, they may be connectable among each other by means of a coupling piece. The clamping rails have matching oblong holes in order to be plugged onto the bolts. Important is that no free space exists between two adjacent clamping rails.

[0016] Another design variation of the clamping rails consists in, for example, an exactly fitted compensation rail is additionally arranged between two clamping rails consisting of flat material, such additional compensation rail having projecting ends overlapping with the ends of the adjacent clamping rails. The mounting holes in the zone of overlap are arranged coinciding. The mounting bolts are designed as threaded bolts. After the clamping rails have been attached, spring rings are mounted on the bolts, and nuts are subsequently screwed on which, by means of a torque wrench, are tightened to a constant clamping tension. Instead of using a screwed connection, it is possible also the clamp the clamping rails and/or the compensating rails tightly by means of eccentric levers secured on the bolts. The top edge of the fastened foil is terminated flush with the top edge of the clamping rails, whereby a sealing compound also may be applied to the edge so formed, the latter extending all around.

[0017] A flange extending all around is employed instead of the bolts mainly when above-ground storage tanks made of metal are refitted at a later time. The flange extending all around is formed by individual part pieces, which are joined by butt-welding. The flanges, which are only a few centimeters wide, have a wall thickness equal to or greater than the thickness of the insert forming the hollow space. The wall thickness of the flange has to correspond with the wall thickness of the walls of the tank. The flange may be provided with threaded boreholes for receiving mounting screws, or the flange is equipped with threaded bolts, which are spaced from each other.

[0018] The invention is explained in greater detail in the following by reference to the associated drawing, in which:

[0019] FIG. 1 is a part piece of a schematically shown above-ground storage tank made from steel and having a lining protecting it against leakage, viewed by a longitudinal section.

[0020] FIG. 2 shows detail “A” according to FIG. 1 by an enlarged representation.

[0021] FIG. 3 is another design variation of a schematically shown above-ground storage tank made of steel and having a lining for protecting it against leakage, viewed by a longitudinal section.

[0022] FIG. 4 is a longitudinal sectional view of a part piece of a schematically shown above-ground storage tank with a lining protecting it against leakage.

[0023] FIG. 5 shows an enlarged view of detail “B” according to FIG. 4.

[0024] FIG. 6 is a section according to line A-A in FIG. 5.

[0025] FIG. 7 shows a longitudinal sectional view of another design variation of the clamping rails.

[0026] FIG. 8 is a longitudinal sectional view of a part component of a schematically shown above-ground storage tank made from steel and having a leakage protection lining mounted on a flange.

[0027] FIG. 9 is a longitudinal sectional view of a part component of a schematically shown above-ground storage tank made of steel and having a leakage protection lining of the tank bottom secured on a flange.

[0028] The above-ground storage tank shown in FIG. 1 is designed single-walled and consists of a tank bottom 1 and the tank wall 2. Such a closed tank is intended, for example, for storing heating oil, and has a diameter of 18 m and a height of 11 m. In addition, the tank has a sealable opening designed as a manhole. Before the lining protecting the tank against leakage is installed, the empty tank is cleaned and tank bottom 1 is inspected for tightness and, if necessary, repaired, and provided with a corrosion-inhibiting pain coating or a curable liquid plastic applied as a sealant. A plastic grid 3 consisting of PE-HD is placed on tank bottom 1, such grid having a height of 5 mm. The plastic grid 3 serving as the cavity-forming insert covers the entire surface of tank bottom 1 and, starting from tank bottom 1, is extended upwardly for about another 100 mm in the zone of tank wall 2.

[0029] The upper angled section 3′ of plastic grid 3, said section extending all around, rests all around against inner side 2′ of tank wall 2. A plastic foil 4 consisting of PVC with a thickness of 1.5 mm is placed on insert 3 and, in the zone of inner side 2′, is pulled up over section 3′ of plastic grid 3. The outer dimensions of plastic foil 4 are by about 250 mm larger than the surface area of tank bottom 1. Foil 4 is secured on the inner side 2′ of tank wall 2 by means of a clamping device 5 (FIG. 2). For this purpose, threaded steel bolts 6 are welded to inner side 2′ of tank wall 2 at a level of about 200 mm above tank bottom 1, said bolts being distributed over the circumference. The steel bolts 6 have a diameter of 10 mm and a length of 60 mm. They are arranged with a spacing of 150 mm from each other and they project into the interior of the tank. In the mounting section 4′ of plastic foil 4, said section extending all around, holes are provided with the same spacing as the bolts, so that mounting section 4′, of plastic foil 4 can be plugged to the bolts free of folds. However, a first elastic sealing strip 7, which is coated with adhesive on both sides and extends all around, is first mounted on the bolts 6 and solidly glued with its outer side to inner side 2′ of tank wall 2. The elastic sealing strip may consist of, for example, polyurethane, and has a thickness of 5 mm and a width of about 80 mm. After the sealing tape 7 has been mounted on inner side 2′ of tank wall 2, the protective film is pulled step by step from the inner side of sealing tape 7, and foil 4 is mounted on the bolts and secured by gluing on sealing tape 7. When gluing on the foil 4 it has to be made sure that no folds are formed. The outer edge of foil 4 has to terminate flush with the upper edge of sealing tape 7. A second sealing tape 8 is glued to the glued-on foil 4, said tape 8 being designed analogous to the first sealing tape 7. The two sealing tapes 7 and 8 are already provided with prepared holes, which are arranged in accordance with the spacing of mounting bolts 6. Subsequently, the clamping rails 9 are mounted on bolts 6, whereby the length of clamping rails 9 is dimensioned in such a way that said rails extend over a plurality of bolts 6. The adjacent clamping rails 9 have to abut each other with their narrow face sides. The clamping rails 9 are made of steel and have a width of 80 mm and a thickness of 8 mm, as well as correspondingly spaced holes for plugging the rails to the bolts 6. After the clamping rails 9 have been mounted, spring rings 10 are mounted on the projecting bolts 6, and a washer 11 is mounted on each of said spring rings. Thereafter, the screws 12 are screwed to the threaded bolts 6 and tightened with a torque wrench, whereby a constant clamping tension is adjusted for all screw connections.

[0030] The foil located between the two sealing tapes 7 and 8, as well as the sealing tapes 7 and 8 are solidly pressed against the inside 2′ of tank wall 2 by the clamping rails 9 and the clamping tension acting on said rails. Thus, a medium- and vacuum-tight connection is established between inside wall 2′, scaling tapes 7 and 8, as well as the clamping rails 9. Below clamping device 5, provision is made in tank wall 2 for the boreholes required for arranging the vacuum measuring line 13 and the vacuum test line 14. The thickness of the walls of clamping rails 9 is dimensioned in such a way that said thickness is equal to or greater than the thickness of tank wall 2.

[0031] As compared to the variation according to FIGS. 1 and 2, the design variation illustrated in FIG. 3 shows that a plastic foil 15 is additionally placed directly on tank bottom 1 in the latter, which, in the region below clamping device 5, is joined by welding with foil 4 resting on plastic grid 3. Plastic grid 3 is arranged between the two foils 15 and 4 for forming the leakage monitoring space. This design is employed particularly if the existing tank bottom already had leaky spots before it is restored, or if particularly high safety-technical requirements have to be met in view of the fluid to be stored in the tank.

[0032] Foil 4 is secured on the inner wall of the tank analogous to the design according to FIGS. 1 and 2.

[0033] FIG. 4 shows a part piece of an above-ground storage tank made from reinforced concrete. Such a tank has a height of, for example, 8 meters, and is covered by a tank cover 16 resting on the side walls 2. After tank bottom 1 has been restored, it is lined with a plastic grid 3 having a height of 5 mm, said plastic grid completely covering tank bottom 1. A medium-resistant plastic sheet 4 is placed on plastic grid 3. On the inner sides 2′ of tank wall 2, said plastic sheet 4 extends upwardly up to a spacing of about 400 mm from tank bottom 1.

[0034] Clamping device 5, for securing plastic sheet 4, is designed on inner side 2′ of tank wall 2 substantially analogous to the clamping devices described in the foregoing. In the corner areas, the clamping rails are designed as angle rails. Since tank wall 2 consists of reinforced concrete, fastening bolts 6′ are glued into corresponding boreholes of tank wall 2 (FIG. 5). Threaded bolts 6′, which are made of steel, have a length of 100 mm and a diameter of 8 mm. After threaded bolts 6′ have been glued into tank wall 2, they project about 50 mm into the interior of the tank. Threaded bolts 6′ all are arranged with equal spacings from tank bottom 1, such spacing amounting to 400 mm. The spacing between the individual threaded bolts 6′ comes to 145 mm in each case. A sealing compound 17 is applied directly to the upper edge of clamping device 5, said edge being formed by the clamping rails 9, the sealing tapes 7 and 8, as well as by the foil 4 installed between sealing tapes 7 and 8. A riser 18 made of plastic is welded into plastic foil 4, said riser extending to the top through tank cover 16. A measuring sensor of the type known per se is installed in said riser 18. Said sensor detects any leakage caused by untight spots in foil 4 and indicates such leakage on a measuring instrument arranged outside of the tank.

[0035] FIG. 7 shows a further design and arrangement of the clamping rails. Clamping rails 9 extend here over a plurality of bolts 6′ and are plugged onto the latter. A defined spacing exists between two adjacent clamping rails 9 in the circumferential direction. A compensating rail 9′ with two steps is precisely fitted in said free space, whereby the ends of compensating rails 9′ overlap the adjacent clamping rails 9. The length of compensating rails 9′ is greater than the spacing between two bolts 6′, and the mounting holes of the clamping rails 9 and of the compensating rails 9′ coincide.

[0036] As opposed to the design variations shown in FIGS. 1 to 7, FIGS. 8 and 9 show design variations where the system for mounting the leakage protection lining is formed not by bolts, but by a flange 19 extending all around. The circumferential flange 19 consists of a plurality of identical part pieces, which are butt-welded to the inner side 2′ of tank wall 2, in each case, in such a manner that flange 19 is secured medium-tight. Positions 20, 21 characterized the two welding seams. The welded-on flange 19 has a wall thickness of approximately 30 mm and a width of 80 mm. In the center of flange 19, provision is made for threaded boreholes 22 spaced 150 mm from each other for receiving the threaded bolts 23 with spring rings 24 for securing foil 4 by means of clamping rails 9. In the variation shown in FIG. 8, flange 19 is arranged at the same level as the bolts 6 according to FIGS. 1 to 7. FIG. 9 shows a variation where the leakage protection lining only covers the bottom 1 of the tank. A circumferential, flange 19 consisting of a plurality of identical part pieces is located on the outer limitation of tank bottom 1 and thus in the direct proximity of tank wall 2, or resting against tank wall 2, said flange being welded to the bottom and to tank wall 2. The welded spots are denoted by reference numerals 20 and 21. Plastic grid 3, in each case extends up to welding seam 21, disposed on the inside and covers the area of tank bottom 1 encircled by the circumferential flange 19. As described in detail already above, foil 4 is joined with flange 19 between the sealing tapes 7 and 8, as well as the attached circumferential clamping rail 9 in a medium-tight manner by tightening threaded bolts 23—which are under spring tension supplied by spring rings 24—with a defined torque. The small gap between inner side 2′ of tank wall 2 and clamping device 5 can be either filled with a curable liquid plastic or sealed in some other known way. In cases where the circumferential flange 19 is required to have only a low wall thickness, said flange can be provided with screw bolts arranged all around, on which the clamping device 5 is then secured.

Claims

1. An above-ground storage tank with a lining protecting it against leakage, consisting of at lease one pressure-stable insert forming a hollow space, and a medium-resistant plastic foil resting of said insert, characterized in that the foil (4) almost completely covers the tank bottom (1) or extends up into the lower zone of the inner side (2′) of the tank wall (2), and is secured all the way around on the outer limitation of the tank bottom (1), or with a small spacing from the tank bottom (1) on the inner side (2′) by means of a clamping device (5); and that the insert (3) covers the existing tank bottom (1) and extends up to the clamping device (5) at the most.

2. The above-ground storage tank according to

claim 1 characterized in that the clamping device (5) is arranged with a spacing of from 100 to 500 mm from the tank bottom (1).

3. The above-ground storage tank according to any one of claims 1 and 2 characterized in that the outer edge of the foil (4) is finished off flush with the clamping device (5).

4. The above-ground storage tank according to any one of

claims 1 to

3, characterized in that an additional foil (15) is arranged between the insert (3) and the tank bottom (1), said foil either being secured by means of the clamping device (5) or welded above the tank bottom (1) to the foil (4) resting on the insert (3).

5. The above-ground storage tank according to any one of

claims 1 to

4, characterized in that the clamping device (5) consists of inwardly protruding bolts (6, 6′) disposed at the same vertical level and arranged in or on the tank wall (2) with defined spacings, said bolts receiving the clamping rails 9, 9′) plugged onto said bolts, whereby elastic sealing tapes (7, 8) extending all around are arranged between the clamping rails (9, 9′) and the foil (4) as well as between the foil (4) and the inner side (2′) of the tank wall (2); and that the clamping rails (9, 9′) are locked on the bolts (6, 6′) under pressure stress.

6. The above-ground storage tank according to

claim 5, characterized in that the bolts (6, 6′) are secured on a circumferential flange (19), the latter being solidly connected with the tank bottom (1) and/or the tank wall (2).

7. The above-ground storage tank according to

claim 5 characterized in that the bolts (6, 6′) are directly secured in or on the tank wall (2).

8. The above-ground storage tank according to any one of

claims 1 to

4, characterized in that the clamping device (5) consists of a flange (19) extending all around, said flange being secured on the tank bottom (1) and/or on the tank wall (2), as well as of clamping rails (9, 9′) screwable to the flange (19), whereby elastic sealing tapes (7, 8) extending all around are arranged between the clamping rails (9, 9′) and the foil (4) as well as between the foil (4) and the inner side (2′) of the flange, and the clamping rails (9, 9′) are locked on the flange under pressure stress.

9. The above-ground storage tank according to

claim 8, characterized in that threaded borehole (22) for receiving mounting screws (23) for locking the clamping rails (9, 9′) are arranged in the flange (19).

10. The above-ground storage tank according to any one of

claims 1 to

9 characterized in that the sealing tapes (7, 8) are coated with adhesive on one or both longitudinal sides.

11. The above-ground storage tank according to any one of

claims 1 to

10 characterized in that the sealing tapes (7, 8) are coated with a sealing compound on one or both sides.

12. The above-ground storage tank according to any one of

claims 1 to

11, characterized in that a sealing compound (17) is applied to the upper circumferential edge, the latter being formed by the clamping rails (9, 9′) and the glued-on foil (4) as well as by the sealing tapes (7,8).

13. The above-ground storage tank according to any one of

claims 1 to

12, characterized in that the clamping rails (9) can be plugged together or into one another, and that the length of an individual clamping rail (9) is dimensioned in such a way that such clamping rail extends at least over two adjacent fastening sites (6, 6′).

14. The above-ground storage tank according to any one of

claims 1 to

13, characterized in that the clamping rails (9) are connectable with each other by means of a coupling part.

15. The above-ground storage tank according to any one of

claims 1 to

14, characterized in that the clamping rails (9) consist of flat material and are arranged with a defined spacing from each other, with a compensating rail (9′) being exactly fitted in said spacing, the ends of said compensating rail overlapping the ends of the adjacent clamping rails (9), whereby the mounting holes of the adjacent clamping rails (9) are arranged coinciding with the mounting holes of the compensating rail (9′).

16. The above-ground storage tank according to any one of

claims 1 to

15, characterized in that the bolts (6) are designed as threaded steel bolts and welded to inner side (2′) of the tank wall (2) or of the flange (19).

17. The above-ground storage tank according to any one of

claims 1 to

16, characterized in that the bolts (6′) are designed as threaded steel bolts and glued into the tank wall (2) or into the flange (19).

18. The above-ground storage tank according to any one of

claims 1 to

17, characterized in that the circumferential flange (19) consists of a plurality of part pieces, the latter being butt-welded to the tank bottom (1) or to the tank wall (2).

19. The above-ground storage tank according to any one of

claims 1 to

18, characterized in that the rails (9, 9′) are secured on the threaded bolts (6, 6′) by means of a nut (12), the latter being spring-loaded.

20. The above-ground storage tank according to any one of

claims 1 to

19, characterized in that the rails (9, 9′) are secured by means of eccentric levers fastened on the bolts (6, 6′).

21. The above-ground storage tank according to any one of

claims 1 to

20, characterized in that a riser (18) is welded into the foil (4) resting on the insert (3), said riser being installed through the tank cover (16) and connected to a measuring device for leakage monitoring.

22. The above-ground storage tank according to any one of

claims 1 to

21, characterized in that in the tank wall (2) below the clamping device (5), pipelines (13, 14) for leakage monitoring are installed in the hollow space formed between the tank bottom (1) and the foil (4), or between the two foils (4, 15), said pipelines protruding into said hollow space.

23. A process for equipping an above-ground storage tank with a leakage protection lining consisting of at least one medium-resistant foil made of plastic, said process comprising the following process steps:

(a) Medium-tight mounting of a circumferential retaining means (6, 6′, 19) on the outer limitation of the tank bottom (1) or with a defined small spacing from the tank bottom (1) on the inner side (2′) of the tank wall (2) for receiving one or a plurality of clamping rails (9, 9′);

(b) Placing of an insert (3) on the bank bottom (1), such insert at least covering the tank bottom (1) and forming a hallow space;

(c) Mounting of a first circumferential elastic scaling tape (7) in the zone of the retaining means (6, 6′, 19), whereby the sealing tape (7) tightly abuts the inner side of the retaining means (19) and/or the tank wall (2);

(d) Preparation of at least one plastic foil (4) as a cut with dimensions corresponding with the inside surface area of the tank to be lined;

(e) Mounting of the plastic foil (4) free of folds on the first scaling tape (7) in a way finished off flush with the top edge of the sealing tape;

(f) Gluing or placement of a second sealing tape (8) to or on the plastic foil (4), said second scaling tape coinciding with the first sealing tape;

(g) Attaching one or a plurality of clamping rails (9, 9′) to the retaining means (6, 6′, 19) all around, and securing of the clamping rails (9, 9′) by means of screwed or clamped connections (10, 11, 12, 23, 24) on the retaining means (6, 6′, 19) with adjustment of a uniformly defined clamping pressure, causing the foil (4) to be pressed medium-tight against the inner side (2′) of the tank wall (2) or of the retaining means (11); and

(h) Installation of a device monitoring leakage.

24. The process according to

claim 23, characterized in that when refitting an above-ground storage tank, a tightness test carried out on the inner surfaces to be lined is the first process step.

25. The process according to any one of claims 23 and 24, characterized in that a curable liquid plastic and/or a corrosion-inhibiting coating of paint is applied to the surfaces to be lined.

26. The process according to any one of

claims 23 to

25, characterized in that a flange (19) extending all around or inwardly protruding bolts (6, 6′) arranged with defined spacings between each other are employed as retaining means.

27. The process according to any one of

claims 23 to

26, characterized in that the flange (19) or the bolts (6, 6′) are welded on or glued in.

28. The process according to any one of

claims 23 to

27, characterized in that a second plastic foil (15) is installed between the insert (3) forming the hollow space and the tank bottom (1), said second plastic foil being joined directly below the clamping device (5) with the first foil (4) resting on insert (3) by welding.

29. The process according to any one of

claims 23 to

28 characterized in that a sealing compound (17) is applied to the top side of the clamping device (5).