Vertical cylindrical tank

The invention relates to reserveratrol and allows to improve the quality and reduce the complexity of installation of the tanks produced by the method of rolling

The invention relates to the field storage of oil and oil products

The invention relates to storage tanks legisprudence liquids, such as petroleum products, and can also be used for storing grain and other bulk materials

The invention relates to reserveratrol, in particular for the construction of tank farms with a large number of tanks

The invention relates to reserveratrol, in particular, to the design of floating roof tanks for the storage of oil and oil products

The invention relates to tanks for storage of petroleum, petroleum products and other liquids and is designed to remove storm water from floating roof tank

The invention relates to the field of pipelines, in particular for the construction of tanks with floating lids

The invention relates to pipelines, in particular for the construction of tanks with floating roofs

The invention relates to the construction of storage tanks for oil and other products, namely, devices for drainage of storm water floating roof tank

Roof is made undulating with radially positioned rundown chutes of oil tank. Reliable atmospheric precipitation drawoff excludes floating roof submergence because of atmospheric precipitation accumulation in oil-product and foreign objects in oil storage by means of creation the reliable drawoff for drain flows allowing for even lowering of oil tank cover onto drain hoses.

Invention relates to design of tanks and may be used in petrochemical and oil processing industries. Tank water drain system comprises stationary vertical made up of perforate pipe with its stopped bottom face tightly attached to tank bottom and drain pipeline while perforated section passes through water receiving bowl of floating roof. Note here that vertical perforated part is encased in corrugated shell with its top branch pipe rigidly secured to the wall of aforesaid bowl while bottom branch pipe is rigidly secured to post, right below said perforations.

Structure includes pit and reservoir with hazardous material to be stored arranged in pit. Reservoir is made as elastic water-proof bag. Pit walls and bottom are waterproofed. Pit has width L ≥ 4R and depth H ≥ 3R. Pit is filled with water up to H-h level, where h is unfilled pit part height. Volume of unfilled pit part exceeds reservoir capacity volume. Reservoir is floating in pit and spaced a distance from walls and bottom thereof. The distance is not less than reservoir radius R. Reservoir is connected to pit walls by flexible ties or netted system to provide control of reservoir location inside the pit.

Foundation includes ring-shaped foundation member located under reservoir walls and base formed as a row of piles driven in ground and connected by ring-shaped end cross having cuts. Reservoir bottom center includes plate with levers located in ring-shaped end cross cuts and connected to ring-shaped foundation member by rods.

Proposed oil storage reservoir contains oil products inlet and outlet branch pipes. Inner surface of reservoir is provided with protective film whose upper part is furnished with float union to pump in inert gas, and valve to discharge vapor-air mixture, and lower part is provided with fastening plate for fixing film to wall of reservoir and lip installed over oil products pump out branch pipe preventing pulling of protective film into reservoir when pumping out oil products.

Method involves preparing building site and ground base; mounting reservoir and performing hydraulic tests thereof. Reservoir mounting is performed in several stages. At the first stage reservoir is built without stationary metal bottom, has projected edges and is provided with temporary flexible bottom air-tightly pressed against projected edges with the use of pneumatic system. After that preliminary hydraulic tests are performed by filling reservoir with water. At the second stage temporary flexible bottom is demounted after complete ground base compaction, deformed ground base is smoothed up to reaching design mark by filling the formed cavity with filling material. Then waterproofing material is applied to smoothed base, permanent metal bottom is formed and the ready vessel is subjected to final hydraulic tests.

Reservoir comprises wall and bottom connected one to another by compensating member. The compensating member is made as concave corrugated annular member. Partition made as vertical stiffening rib is installed in parallel to wall in air-tight manner so that annular gap is created between the wall and the partition. The gap is filled with elastic rubber oil-resistant material. Cavity between concave annular member, wall and bottom is filled with degassed incompressible liquid and with nonfreezable liquid. Roller frictionless bearings are installed from outer side along the full wall perimeter. Vertical annular stiffening rib is located beyond the bearings so that the stiffening rib, the bearings and the wall define annular gap filled with rubber sealant and then with elastic oil-resistant member.

Reservoir is mounted on a foundation and consists of a tapered bottom, a body wall, a floating roof with a rim seal, a receptor-and-dispenser unit, a drainage unit and a device for bottom sedimentation washaway. The receptor-and-dispenser unit is mounted inside the foundation in immediate proximity to the bottom taper base; the drainage unit and the device for bottom sedimentation washaway are mounted below the bottom taper vertex; the floating roof design provides for maintenance of technological clearances between the roof and the reservoir top edge and between the roof and the bottom taper vertex when the roof is in the uppermost and lowermost positions accordingly.

Metal reservoir includes wall and bottom connected to each other with the help of compensation element. Compensation element is arranged in the form of circular parabola-shaped element arranged strictly vertically between wall of reservoir and circular stiffening rib fixed tightly in circular direction at reservoir bottom and having working height h, which is three times more than diametre d of circular parabola-shaped element. Circular parabola-shaped element by its upper ends is also absolutely tightly fixed in circular direction accordingly on stiffening rib and vertical wall of reservoir.

Structure for storage of liquids of large volumes on a heterogeneous base comprises a support foundation slab and a reservoir installed on it. The support foundation slab is made with an inclined foot, having alternating thickness with the thickening difference b=0÷1h in the area of the suggested tilt, where the h is the rated thickness of the support slab. The reservoir is installed with displacement of its centre, relative to the centre of the support foundation slab by the value a=0.1÷0.4(D2-D3) towards the side opposite to the direction of the suggested tilt, where D3 - reservoir diameter, D2 - diameter of the support foundation slab.