Fencing tank |
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IPC classes for russian patent Fencing tank (RU 2178482):
 A way to strengthen the landslide slope / 2171875
The invention relates to hydraulic construction and can be used in the construction of earth mounds and fortifications of ground along the shore of the seas, reservoirs, lakes, rivers from the damaging effects of waves and water flows
 The method of construction of a retaining wall / 2167242
The invention relates to the construction and can be used for the construction of retaining walls, used for the construction of interchanges in complex engineering geologicheskikh conditions and cramped conditions of the metropolis
 Retaining wall / 2167241
The invention relates to the field of construction, namely the question of the stability of retaining walls, created on soft soils
 Berthing / 2136814
The invention relates to hydraulic structures and can be used in the construction of piers, embankments, bridges and Islands in the river and sea conditions and when exposed retaining walls in industrial and civil construction
 Precast concrete retaining wall / 2135695
The invention relates to the field of construction, namely the construction of underground engineering structures on the undermined areas in seismic areas
 Landslide construction / 2121040
The invention relates to the field of construction and provides technical result, which is expressed in facilitating and improving the efficiency of the strengthening of the landslide slope deep grooves
 Membrane retaining wall / 2119994
The invention relates to a landslide structures, specifically to membrane retaining walls
 A retaining structure in the form of walls, composite unit masonry and forming a site for the production of composite blocks for masonry / 2119993
The invention relates to a retaining structure in the form of walls and to the composite block for the stone masonry retaining structures
 Device for reducing deformation of the tank walls and fences / 2171338
The invention relates to the field of construction, namely, the foundations of the tanks walls and fences
 The reference design, team design and method of construction of modular design / 2032790
The invention relates to industrial and civil construction and can be effectively used in the construction of roads, airfields, foundations for various structures, as well as in the construction of any structures on soft soils
 Reservoir foundation / 2247193
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.
 Reservoir construction method / 2264504
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.
 Hazardous product storage reservoir foundation / 2270296
Foundation comprises earth-fill pad, water-tight layer arranged below the pad, drainage system consisted of a number of pipelines arranged in earth-fill pad body. Trench filled with interchangeable filtering material is dug out along foundation perimeter. Watertight layer is inclined under the earth-fill pad and has upper end of hollow square shape so that the hollow square is inclined towards straight channel adapted to accumulate rain water and located in lower pad part. The straight channel is communicated with drainage vessel. Well with controlled gate is formed in front of the drainage vessel. Drainage system pipelines are formed of perforated pipelines communicated one with another and arranged along a circle and inside it.
 Foundation for reservoir to be built in seismic zone / 2276710
Foundation includes mattress panel, which connects vertical and inclined piles. Vertical piles are uniformly distributed along large circle at mattress edge and along minor circle defined by mattress center. Inclined piles are grouped in pairs and arranged in vertical plane one above another. Each pair of inclined piles extending from mattress edge is connected with each vertical pile of minor circle in lower part thereof. Each pair of inclined piles extending from mattress center is connected with vertical pile of large circle in lower part thereof.
 Reservoir foundation / 2291251
Reservoir foundation comprises bearing panel laid on ground bed. The bearing panel has flat annular conical part having thickness increasing towards panel center and central conical part. Spring means are arranged between the annular conical part and central one. Spring means touch reinforced concrete ring. Central conical part is made as a cone facing upwards and composed of several members pivotally connected with each other in tops thereof and resting upon reinforced concrete ring. The members are connected with each other by flexible inserts.
 Foundation for vertical steel tank to be built in seismic zone / 2293160
Foundation comprises upper bearing platform, lower bearing platform and connection members arranged in-between. Upper platform has diameter less than that of lower platform. Upper platform comprises conical upper surface. Moving connection members are made as horizontal and vertical compensators. Lower bearing platform is made as a box with flat bottom and vertical side walls. Apex of upper bearing platform cone faces upwards. Horizontal compensators are arranged between outer perimeter of upper platform and walls of lower platform box. Vertical compensators are located between upper and lower bearing platforms. Number of vertical compensators per each unit area decreases from platform perimeter to center.
 Vertical steel tank base / 2321704
Tank base comprises round support slab bearing upon ground bed and supports. The supports are distributed along outermost support slab perimeter and are made as conical ground piles having side surfaces defined by generators inclined at angle equal to natural ground slope of the pile. The supports are grouped in two rows along slab perimeter. Two rows of flat slabs are laid on ground pile. The slabs are welded with each other and grouted in top parts thereof.
 Oil product storage tank / 2367745
Invention concerns construction, particularly construction of steel vertical tanks for oil product storage on soft and highly compressible ground. Oil product storage tank is mounted on basement. Tank is made in the form of hollow tapered cone or tapered pyramid with top and bottom covered by caps, with longitudinal and transverse webbing inside. Tank is attached with its top to base plate by ties. The base plate is made in the form of half-circle reinforced concrete segments interconnected by welding laid on ground bedding covered with concrete layer, and a pile is rammed into hole of each base plate segment.
 Elasto-yielding support / 2371548
Elasto-yielding support for high-volume thermally loaded items comprises two support plates, between which there are the following serially installed components - cylindrical race with a set of plate springs, diaphragm and anti-friction material. One of support plates has the possibility to adjust its height. Working stroke of plate springs set is calibrated in units of force in compliance with their rigidity.
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(57) Abstract: The invention relates to the field of construction and can be used in the device walls fencing during the construction of the tank on a solid, for example, half-rock soils. The enclosure of the tank includes a retaining wall that held the spring-loaded cords, and keep from shear traction is connected with the foundations and walls of the tank, and the vertical strands, keep from tipping over, sankarani in the ground, pass through and are secured at upper ends to the wall through a spring. The technical result of the invention is to improve stability by providing resistance to overturning and shear. 1 C. p. F.-ly, 2 Il. The invention relates to the field of construction and can be used in the device walls fencing during the construction of reservoirs on a solid (for example, half-rock) soils. Known construction fencing of reservoirs fuses from oil spills and pollution, in the form of earthen structures (dams embankment, embankments, in some cases reinforced), or reinforced concrete walls. When designing such structures the main difficulty okazhi, escaped from the tanks in emergency situations, for example, in the seismic shock. The disadvantage of earthen barriers - dams embankment tanks is a large area that they occupy. In the cramped conditions of the tanks, on the slopes, when the preparation of the horizontal areas associated with large costs, this fact becomes crucial. Reinforcement cannot substantially reduce the cross-section structure, as its stability depends on the mass, and for sealing technique requires a fairly large size - the width of the mound on top. Known corner reinforced concrete retaining wall, accept the pressure from soil backfill by creating a holding force and protivotumanki from vertical pressure of gravel backfill for Foundation (Terior A. N. and other Design of foundations. The Handbook. Kiev, Budivelnik, 1981, S. 178, 179, Fig. z 1, z 2). The inability to apply such walls as fences tanks and more, while building them on solid ground, is determined by the fact that there is no backfill and dynamic effects of waves will easily displace and tilt corner wall. Known seance. "Transport", M , 1985, S. 235, Fig. 7,8). A disadvantage of the known technical solution is the implementation of directional drilling for the installation of anchor, which is often difficult due to the lack of necessary equipment. In addition, inclined anchors should not constrain the internal space between the enclosing wall and the tank. Known retaining wall containing a spring-loaded horizontal thrust anchor connected to the retaining wall (see USSR, and. C. 1811547, CL E 02 D 29/02, 23.04.1993 year ). A disadvantage of the known technical solution is the lack of stability of structures on rollover. A disadvantage of the known technical solution is also the complexity of its use as fencing of reservoirs due to the particular location of the retaining bands, not providing resistance from the hydrodynamic effect of a fluid in a possible emergency destruction of tanks. The objective of the invention is to improve the stability by providing resistance to overturning and shear. The problem is solved due to the fact that the enclosure of the tank includes a retaining wall held podpruzhineny and, keep from tipping over, sankarani in the ground, pass through and are secured at upper ends to the wall through a spring. At the same time to provide opportunities for small deviations and displacements of the sole of the Foundation wall may be in the form of a flat arch in the middle part and a rectangular ledges-cuts on the ends for laying castle-shock absorber made of porous rubber. The invention is illustrated in the drawing, where Fig. 1 shows the enclosure of the tank in plan; Fig. 2 - section a-a in Fig. 1. Wall 1 guards tank 2 is kept from tipping over the traction belt (3, connected by an anchor in the ground the bottom end 4 and transmitting the compressive force on the wall 1 by the spring 5 to the top end. The traction belt 3 skipped through the wall 1 through the tube 6 than possible small deviations. Resistance against shear sole shaped Foundation 7 of the wall 1 is provided to the traction belt (8, secured at one end in the base 9 of tank 2 and at the other end through a spring 10 to the base 7 of the wall 1. The sole Foundation of the fence wall has the form of a flat arch in the middle part and a rectangular ledges-cuts on the ends for laying castle-shock absorber from porous rubber 11. Construction limited the drilling of wells for vertical devices strands 3, connected by an anchor the lower ends 7 by the pressure of expanding cement into the well. Next, install the reinforcement cage (not shown) through which are passed the 3 strands in the tube 6, the scaffolding, concreted walls, after hardening of the concrete laying the shock absorbers 11, install the springs 5 and 10, to which is attached and strain the cords 3 and 8. 1. The enclosure of the tank, including a retaining wall, held spring-loaded cords, and keep from shear bands are connected with the foundations and walls of the tank, and the vertical strands, keep from tipping over, sankarani in the ground, pass through and are secured at upper ends to the wall through a spring. 2. The enclosure of the tank under item 1, in which to allow small deviations and displacements sole Foundation wall has the form of a flat arch in the middle part and a rectangular ledges-cuts on the ends for laying castle-shock absorber made of porous rubber.
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