LT5625B - The construction element, structure of it and methods of using the elements and structures - Google Patents

Abstract

The construction element, structure of it and methods of using the elements and structures, this invention is a group of hydrotechnical structures for prefabricated elements production and structures made of it for water body protection zones. The construction element is tee lengthways elongated vertebrae form, with supporting, operating, silt retention planes and collecting details. Element consists of a central hole (1) for running through the rope (2) in both vertebrae ends there are voids (3) for fixing pivoting axis of the element, in which in mounting direction there are set clampers (4). In the upper pool element arm (5) there are holes (6) for fixing on to the base. The element supporting plane (7) consisting of planes (8, 10, 11), shaped work plane (12), consisting of planes (13, 15), convex-conclave cylindrical curve (16) and in center conclave cylindrical curve (17). On the upper pool side, there is silt retention plane (18) comprised of planes (19, 20) united by conclave cylindrical

Description

The building element, the structure of them and the ways using elements and structures.

Groups of Invention: Fields

The item is from the field of construction, prefabricated products. The techniques include the installation, dismantling and replacement installation of hydrotechnical structures and the utilization of recreational resources for the protection and restoration of buffer strips of water bodies, including the development of protective embankments in areas.

State of the art; building element, of prefabricated structural elements can be mentioned DE 3540824 10 hydraulic-engineering element, EP0202552 hydrotechnical structure elements, DE 4112521 port gate bottom fixed elements, absorbing wave energy, LT 5389 prefabricated block, RU 619562 copyright where the waterfront structure prefabricated reinforced concrete vertebra-like elements are described. The prefabricated elements mentioned here and other elements used for hydrotechnical structures are based on combinations of reinforced concrete slabs, which are rigidly connected, installed in the water protection barrier,

Structures of elements, of hydrotechnical structures can be mentioned EPO0747534 artificial reef, EP00202552 - foundation reinforcement wall, made of prefabricated elements with joints, reinforced with rods and grids, DE4221918 rain and storm water control structure and RU619562 shore reinforced concrete reinforced concrete structure, for welding, for shore protection. The protection of the coastal strips of water bodies mentioned here and of other structures consists of structures installed in the areas of the water body strips to extinguish the effects of waves and reduce leaching, but does not utilize the accumulation, settling and consolidation of sediments, embankments and materials. in any case, they are foreign bodies of protection zones and missed opportunities to install them in a new, perhaps most needed place at the time, because recreational processes are dynamic and difficult to predict.

One of the methods used for the construction of structures and structures is the installation of Ru4379883, the installation of hydrofoil structures, the installation of 4296096 lower structures during installation, and the use of recreational features, Ru 4141803 - a device protecting the base, directing underwater currents, Ru 4233144 leaching base, Ru 4381388 for underwater currents and Ru 4296096 for barrage structures utilizing the recreational properties of waves and currents for protection and recreation. Although the latter has bends to direct underwater currents and is partly used more than once, it is not linked to the system, it has no quick-mount and dismantle elements, and the element parameters are unrelated to destruction parameters and usually confront each other in an attempt to influence.

ESSENCE and INNOVATION

The new building element is intended for the production of prefabricated elements of hydrotechnical structures and is used for structures, protective belts of water bodies; for the protection, restoration and enhancement of underwater, beach, ridge or shorelines. This requires a prefabricated element that can serve in an aggressive environment for extended periods of time; water saturated with salts, iodine and other elements, underwater storms carry masses of sand and other carriers, the waves and their battles wind, cold and heat physically affect. Therefore, a construction element that is resistant to this aggressive environment is proposed and is easier to install; does not require high precision and is easy to dismantle, suitable for re-installation.

The novelty of the building element is its greater resemblance to the vertebrae, the vertebra of a living organism, extending along a cutaway section of the vertebra, with a mandrel and an axial rotation locking hole at the ends of the vertebra. This prefabricated building element has a figurative support plane the upper plane of the lower vertebral branch, which, when extended, intersects the lower plane of the vertebral branch of the inferior element, but the latter planes joining the medial plane of the working, figurative, oblique plane of the sum: the upper plane of the lower vertebral branch plane at the apex having a convex cylindrical rounding but these planes are connected by a concave cylindrical rounding, so the working plane mitigates the effects of underwater currents and waves , deflects water carriers for permeation through the vertebra of the element, the carrier retaining plane also composite; the upper plane of the vertebral branch of the superior element, when extended, intersects the plane of the vertebra of the element vertebra but these planes are connected by a concave cylindrical rounding, and the plane of the upper vertebral branch also ends with a concave cylindrical rounding and reflection, thus further reducing the deposition of sediment into the aquatorium.

The novelty of the elemental vertebrae consists in the fact that the structural elements are similar to vertebrae connected through it by means of a rope in the center of the prefabricated elements, a rope tensioner with a better synthetic plastic rope, fixed to each other by fixed axial rotation. the cavities, the latches, the vertebrae each fixed to the base by means of vertical latches and, in the case of a particularly unstable base, including horizontal latches, each structure consists of separate parts and each part consists of straight and curved parts at the ends of the parts; horizontal and vertical latches equipped with a dismantling rope attached to a hook on the upper part of the vertebra, the structure complete with vertical and horizontal latches; ribbed plates with lifting eyelets and locking holes made of concrete reinforced plastic rope and fine plastic rope sections, their surfaces are heat treated, stabilized with sunlight and salts, polyethylene solution, horizontal latches are necessary for fixing rope 2, at the beginning and end of each part of the structure for reinforcing the joints of the elements at the base, increasing the stability of the structure on a particularly unstable foundation, the ratio of the length of the barrel to the barrel is 10: 1 to 20: 1 and the bending angle is 10-30 degrees for underwater structures; 24: 1 and a bending angle of 0-30 degrees for boundary structures and dune structures, the main direction of the structures along the shoreline, but with a bending angle of 3-12 degrees to the waters depending on the direction of the prevailing submersible currents, 3-12 degrees in the direction of the prevailing winds, which cause the highest destructive waves of water, the ratio of the height of the submerged structures to the depth to them was 1: 3-1: 2, the height of the boundary structures rising 0.3-0.5 m, the height of dune structures 0.2 - 0.4 m above sand surface, difference in height of barrage formation between upper and lower embankments 0.6 - 3 m.

The method of installation of the vertebrae of the building elements is complex, the differences depend on the characteristic locations of the erection of the structure: underwater, on the shoreline and the waterline, in the dunes, in the ridges, on the embankments and in the but they have a common sequence of actions and oppressions that create a novelty of the way: junction of the vertebra cavities of the building elements, insertion of the vertebra in the mounting direction, through the opening of the first vertebrae, opening the rope, leveling the base of the building element fasten the locking holes to the dismantling ropes, attach the rope to the vertical retainer, which is hooked into the base by dismounting the dismantling rope through the hole in the horizontal fitting, into the cavities of the second element, lateral torsion lock, slides rope through vertebra hole, positions element vertebra on ready base, first element vertebra, prepares and constructs third element vertebra, places tensioner on assembly line and secures element vertebrae with each other, verifies alignment of element vertebrae for design, and for the vertebrae, attach the vertebrae through the holes in the base, fasten the dismantling ropes that open through the holes in the lugs on the hooks at the top of the vertebra and fill in a small layer of sand or ground on the vertebra of the upper element so that the flow of sand is directed in the opposite direction to the mounting direction to the upstream pitch at 45 degrees, installs the following elements vertebrae after completion and tightening, last upright securing the vertebra to the base, just as the first end.

UNDERWATER STRUCTURE FOR BUILDING UNDERWATER CONSTRUCTION BRACKETS FOR BUILDING UNDERWATER STRUCTURES The method of installation of an underwater structure, the equipment and sequence of actions of the building elements - vertebrae; builds two rafts at the beginning of the proposed structure, joins them together in the safety belt of the water body, and provides the installation equipment: dredging, excavator or crane, loading prefabricated mounting elements; building elements vertebrae, rope with tensioning device, latch; axial rotation, vertical, horizontal and basic operations; inserts axial rotation latches into the element-vertebrae cavities, fits the assembly in the direction of the assembly, and through the hole in the center of the element vertebrae, ropes the dismantling ropes into the holes for it, specializes the excavator bucket , feeds the horizontal and vertical latches, connects the end of the rope to the vertical latch and through the holes in the element and the horizontal latch, forges into the base, into the cavities of the second vertebra, installs an axial rotation latch, puts the rope through the hole in prepared base at the first vertebra, equally prepares the third vertebra at the second vertebra, on the rope, in the mounting direction, puts the tensioner and secures the elements vertebrae to each other, checks the element slide fix the stellar position to the design and fix the vertebrae to the base by means of vertical latches, attach the latch disassembly ropes to the hooks at the top of the vertebra branch and fill a small layer of sand or soil on the upper elevation vertebra of the excavator bucket vertebrae, actuated by a dredger, and poured sand behind the mounted part of the structure so that the flow of sand in the opposite direction of installation, directed at an elevation angle of 45 wasps, proceeds with further vertebraeing which, once completed and tightened as well as the first. When the first part of the structure is completed, the second part of the third part is mounted, and so on, the whole of which is a method of mounting the structure underwater.

In the case of a boundary structure for shoreline installation, the vertebrae using elemental vertebrae are used to protect structures, beaches, dunes, embankments and embankments, by extending widths, thicknesses, heights up to and including embankments and embankments.

The line and its surroundings where the water enters the shore is different in its static position, both in the water area and on the shore or embankment side; if the slope to the water side is more than 45 degrees, the boundary pole shall be mounted like an underwater structure, if the same degree of shore or embankment, the structure shall be mounted in the classic land-based structure; method of installation of the structure using the building elements-vertebrae.

The novelty of the method consists of the equipment used and the sequence of actions: the fixer is delivered to the place of installation of the structure; axial rotation, horizontal and vertical, rope, and preferably synthetic plastic rope with tensioning device, delivers prefabricated construction elements of the vertebrae, into which the cavities are mounted, their axial rotation latches are inserted in the mounting direction, a special bucket is opened through a hole in the first vertebra flattens the base, grasps the vertebrae behind the upper leg, lifts, transports and positions it on the prepared base, and provides horizontal and vertical latches through which holes engage the rope-mounted vertical latch through the holes provided, into the second vertebra the cavities are mounted by a torsion lock, which, through a dedicated hole, opens the rope and rests on the prepared base near the vertebra of the first element, and also prepares the third vertebra on the second vertebra,

Ί clamps device and elements vertebrae to each other, verifies alignment of vertebrae with design and vertebrae with vertical latches, secures through lugs in the lugs to the base, latches dismantling ropes, through latches in the heads, hooks on top of vertebrae, or lids bucket soil on the upper elevation vertebra branch, the marsh excavator drives further in the mounting direction and likewise installs the following vertebrae elements, if free, activates the dredger and pours sand behind the mounted part so that the flow of sand is directed in an upward angle to the mounting direction 45 leaflets, performs further vertebral assembly which, when completed and tightened to the last vertebra of the structural part, fixes the other end of the rope to the base in the same way as the first The second, third, and so on are the parts of the structure which, as a whole, are the way of installing the marginal structure.

METHOD OF PROTECTION, RESTORATION AND DEVELOPMENT OF WATERBODY STRUCTURES BY BUILDINGS FROM PREFABRICATED ELEMENTS

This facility is designed for strips of water bodies at risk; wherever there is, is, or can be foreseen, the potential risk of shorelines, beaches, beaches, harbors, washouts or sediment contamination, including warming obesity. Storm, wind, heavy rains cause water levels to rise, waves, powerful currents that have high kinetic energy and disrupt obstacles encountered on their path, including elements of safety belts, beaches, dunes, shores, embankments, and their surroundings are invincible by any force , when properly directed, can become many times a gentler force, even creating, rebuilding ruins. All the inventions in this group are dedicated to this, they are joined by the vertebra of the building element.

The novelty of the method of protection, restoration and development of the waterbody consists of combinations of parts of each structure; their straight and curved parts have a length ratio of 20: 1 and a bending angle of 15 to 45 degrees for underwater structures, 10: 1 and a bending angle of 0 to 30 degrees for boundary and dune structures, the main direction of the structures 30 along the inclination angle 3-12 degrees of direction of the dominant destructive underwater currents, ratio of height of underwater structures to depth to their base 1: 3 - 1: 2, height of boundary structures rising above water is 03-0.5 m, height of dune structures above sand surface 0 , 2-0.4 m, difference of lower and upper embankments 0.6-3 m, as well as the sequence of erection of buildings, time and place of installation; first installs the deepest projected structure, breaks and weakens the waves, slightly deflects underwater currents, accumulates their sediments, protects dredger sand and / or beaches, beach washed sand until the deposits reach the top of the submarine structure, then it is TIME to mount the next structure at a distance TEN, where the existing bottom joins with the mud or otherwise accumulated newly formed bottom, and so on, until all beach structures, boundary structures, dune structures, and so on, from each structure towards the shore or embankment, are deposited with sand, pebbles, soil and their impurities through time compaction, which is accelerated and strengthened by mechanical compaction means and or chemical injections, used for long-term fixation by greenery, tree plantations and others, and the structures of the vertebrae of the building elements in their role are dismantled; removes vertical clamps, disengages and removes vertebrae by means of dismantling rope, unearths soil that is pressed against the upper caudal vertebra, compresses the upper vertebra and vertebra by means of an excavator or crane, moves horizontally away from the static, extends the new installation site dismantles the whole part of the structure and the whole structure in this sequence of actions.

Description of the drawing figures

FIG. 1- construction element vertebra; cross-section,

FIG. 2 - vertical element fixation with element, vertical section,

FIG. 3 - horizontal mounting plate, top view,

FIG. 4 - structure from the vertebrae of the new building elements, top view,

FIG. 5 - method of static underwater installation, top view,

FIG. 6 - installation of the boundary structure, top view,

FIG. 7 - water body strip recreation method; layout of buildings,

FIG. 8 - recreation and development method, cross-section,

FIG. 9 - Completion of sediment compaction before demolition of the structure, transverse section 5.

IMPLEMENTATION OF THE INVENTION GROUP Construction element,

The building element consists of a three-legged elongated vertebra with a center hole 1 for rope 2 to open, further towards the tops of the branches there is an axial rotation locking cavity 3 for limiting inter-axial pivoting of the elements the vertebra branch 5 of the element is made with a hole 6 for fixing to the base, this prefabricated building element has a figurative support plane 7 consisting of the lower plane of the vertebral branch of the elevation element.

8, which, when extended, intersects the lower plane 10 of the inferior blade branch 9, the latter planes joining the intermediate plane 11 at the center of the element, the working, figurative, summing obtuse angle, the plane 12: the upper plane 13 of the when extended, it intersects with the plane 15 of the upper leg 14 having a convex-concave cylindrical rounding 16 at its vertex, but these planes connected by a concave cylindrical rounding 17, so that the working plane mitigates the effects of underwater currents and waves 18 also composite; the upper elevation element vertebra branch upper plane 19, when extended, intersects the element vertebral branch plane 20, but the joining of these planes is mitigated by concave cylindrical rounding 21, and the upper vertebral branch plane is also completed by concave-convex cylindrical rounding 22, at an acute angle, further reduces the flushing of sediments into the aquarium by reflecting them upwards, the hooks 23 attached to the top of the vertebrae of the element vertebrae for attaching the dismantling rope, each element of the vertebrae being provided with their axial , shape, and vertical lock 24, with a slightly thicker, tapered top with a slightly smaller diameter than the hole 6, with a head 25 having a hole 25 for dismantling rope i 26 estimate, vertebrae building element and parts supplied with it; axial rotation retainer 4 and vertical retainer 24 made of strong concrete 27 reinforced with synthetic rope 28 and fine-cut rope segments 29, and surface treated by heat-immersing, ultraviolet and salt-stabilized polyethylene mortar to form a solid bond with a slight adhesion when cooled layer, the gliding surface 30, the vertebrae building element added to the above-mentioned novelty features is significantly more resistant to aggressive environments, easier to assemble, easy to dismantle and reinstall.

Structure of building elements vertebrae connected through center hole 1 with rope 2, preferably synthetic plastic rope and tightened with rope tensioning device 32, at the beginning of the structure the rope is fixed to the base by a horizontal lock 34 together with a vertical lock 24, axial turning fixed between the individual elements, secured in the respective cavities of the vertebrae 3, by means of the latches 4, each element raised by vertical latches 24 or, in the case of a particularly unstable base, also by horizontal latches 34 with a dismounting rope 26 the other end of the latter being hooked to the hook 23 of the vertebral branch 14, each structure consisting of separate parts and each part consisting of straight parts 35 and folded parts 36, at the end of the structure part, rope 2 is also fixed to the base horizontally and vertical latches, dismantling rope 26, hooked on hook 23 in upper part of vertebra, structure complete with horizontal latches 34, ribbed plates with lifting lugs 25 and latching holes 6, made of concrete 27 with reinforced plastic rope 28 and fine plastic rope sections 29, element and latch surfaces heat treated, stabilized to sunlight and salts, polyethylene solution horizontal latches are necessary to fix the rope 2, at the beginning and end of each part of the structure and to reinforce the structural vertebrae of the building elements at extremely unstable substrate, the fold-to-length ratio is from 10: 1 to 20: 1 and the bending angle is 10-30 degrees for underwater structures 48, the ratio of straight-to-bending parts is 12: 1 to 24: 1 and the bending angle is 0-30 degrees for boundary structures 49 and dune structures 50, the main direction of the structures along shoreline 52, but with an angle of inclination of 3-12 degrees to the waters dependent on the prevailing direction of submersible currents 53, 3-12 degrees dependent on the direction of prevailing winds 54, which cause the highest disruptive water waves , the height ratio of underwater structures to depth to depth of 1: 3-1: 2, the height of boundary structures 49, rising above the water 0.3-0.5 m, height of dune structures 50 to 0.2-0, 4 m, difference in height of barrage formation barrels between upper and lower bays 0.6 - 3 m.

Method of installation of a structure from vertebrae of building elements

The method of installation of the vertebrae of building elements is complex, the differences depend on the locations of the erection characteristics of the structure: underwater, on the shoreline and the waterline, in the dunes, on the ridges, on the embankments and on the banks of the rivers. but they have a common sequence of actions and options: into the cavities 3 of the building element vertebrae 31, the element vertebrae rotation latch 4 is inserted in the mounting direction 44, through the first vertebrae 1, ropes 2, flattens the base of the building part 33, fasten the rope 2 to the vertical lock 24, which is hooked into the base through the hole 6 of the horizontal lock 34, the rope 26 is hooked to the hook 23, into the cavity 3 of the second element the axial rotation lock 4 of the element vertebra is mounted in the direction of rotation 44, through the opening of the second vertebra 1, ropes the rope 2, the construction element vertebra is mounted on the prepared base 33 to the vertebra of the first element, equally prepares and positions the third element vertebra attaches rope tensioning device 32 and clamps the vertebrae to each other, verifies the position of the vertebrae in the design, and secures the vertebrae by means of vertical latches 24 through holes 6, secures to the base 33, latches 26 disengaged through holes 25 on hooks 23 14 and pouring a small layer 45 of sand or soil on the vertebra branch 5 of the elevation element, dredging 40 pours sand behind the erected part of the structure so that the flow direction 46 of the sand is directed upstream of the mounting direction 44. 45 degree angle of the spine carries further mounting element ends and the tightening part of the building element of the last vertebra, wire 2 captures a second end to the base in the same way as the first one.

Method of protection, restoration and development of a water body belt using structures of vertebrae of building elements,

The method of protection and restoration of the water body using structures from vertebrae of building elements is implemented as follows: the ratio of the length of the straight and curved parts of the structure is 10: 1 to 20: 1 and the bending angle 10,8 degrees underwater structures 48, straight and curved parts 12 : 1 to 24: 1 and a bending angle of 0 to 30 degrees for boundary structures 49 and dune structures 50, the main direction of the structures being along coastline 52 but with a bending angle of 3 to 12 degrees to the waters dependent on the direction of the dominant submersible currents 53, The height ratio of the submerged structures to the depths of 3-12 degrees and the prevailing winds 54, which cause the highest destructive water waves, was 1: 3-1: 2, and the height of the boundary structures 49 rising from the water 0.3-0.5 50 m height of dune buildings 0.2 - 0.4 m, height of dyke structures distance between the upper and lower elevations of 0.6 - 3 m, as well as the order of installation of the structures and the time of installation; first installs the deepest intended submarine structure 48, which breaks and weakens the waves, deflects underwater currents and waves slightly, accumulates their carriers, protects dredged sand and / or beaches, beach-washed sand until the accumulations reach the top of the submarine, then it's time to install the next the structure at a distance where the existing bottom 53 joins with the sediment or otherwise accumulated newly formed bottom 54 or the previously formed and compacted and reinforced bottom 55 and so on until all the structures have been deposited, either towards the shore or on the embankment; sand, pebbles, soil and their impurities thicken over time, use mechanical compaction and / or chemical injections to accelerate compaction and increase resilience, and the dune sand is exposed to sun, heat and wind, blows, and is adversely affected by, and forces to migrate, building structures from the building element after evaluating the whole complex disintegration factor purposefully directs migration, which permanently fixed with plants, greenery, trees, then structures from building elements vertebrae having performed their role, dismantles; dismantling rope 26 pulls up the vertical latches 24, loosens and removes rope 2, tensioning device 32, excavates sand and element vertebra 31 from upper bifurcation 5, moves horizontally away from structure, lifts rope 2, and uses building element vertebra in other structure.

This facility is designed for strips of water bodies at risk; wherever there is, is or can be predicted, to guess, to calculate the probability of a possible shoreline on beaches for beaches, harbors dismantling, flushing or polluting with sediment, including warming obsession. Storms, winds, rains cause water levels to rise, waves, powerful currents that have high kinetic energy and disrupt obstacles encountered on their path, including elements of safety belts, beaches, dunes, shores, embankments, and their surroundings are invincible by any force, when properly directed, it can become many times a gentler force even to create, rebuild destruction. All the inventions of this group are dedicated to this, they are connected by the vertebra of the building element.

Claims (11)

DEFINITION 1.Building element is a triangular, fully extended vertebra with support, working, load-bearing planes and fittings located in the center of the element along a passage (i), a rope (2), at both ends of the vertebrae, rotating about its axis. (3), into which, in the mounting direction, the latches (6) made in the direction of mounting, by the fixing holes (6) in the branch (5) of the upper element, the support plane (7) of the element consisting of a lower plane (8). ), which then intersects with the lower plane (10) of the lower embankment branch (9), but is joined by an intermediate plane (11), a figurative working plane (12) forming an obtuse angle between the upper plane (13) of the lower embankment branch (9). ), which, if continued, intersects the plane (15) of the upper branch of the element (14), which has bto-concave cylindrical rounding (16) and center-concave cylindrical rounding (17), on the upstream side, with a load-retaining plane (18) consisting of a top of a branch (19), which is then intersected with the top of the top (20). , but these planes are connected by a concave cylindrical rounding (21), the top of the plane terminating in a concave-convex cylindrical rounding (22) with a hook (23) attached at its top. The building element according to claim 1, characterized in that the building element is assembled; axial rotation latch (4) with two tapered tapered shapes and a vertical latch (24) with a slightly thicker upward taper, the top of which has a negative tolerance to the diameter of the hole (6), the top ending with the hole (25) , for fixing the dismantling rope (26). 3. A building element according to claims I and 2, characterized in that the building element and its assembly; axial rotary lock (4) and vertical lock (24) made of concrete (27), reinforced with plastic rope (28) and plastic rope with short sections (29), heat treated element and retainer surfaces with polyethylene mortar stabilized with ultraviolet rays and salts to absorb to the concrete surface and to the coolant with a high adhesion, a solid and slippery surface (30). 4. A building structure consisting of interconnected prefabricated building elements (31), characterized in that the building elements assembled into the structure are connected through a central hole (1) by means of a rope (2) which tightens them together by means of a tensioning device (32). ), at the beginning and at the end of the structure, fixed to the base (33) by means of a horizontal locking plate (34), successive parts of the structure, each consisting of straight parts (35) and hinged parts (36); location and purpose. A structure of building elements according to claim 4, characterized by holes (6) at the ends of the slab, zip fasteners (24), a hole (25) mated to slab lifting eyelets, for tensioning the dismantling rope (26). 6. A building structure according to claims 4 and 5, characterized in that, in the case of a particularly unstable base, the building elements vertebrae (31) are fixed by horizontal latches (34) and vertical latches (24) to increase its stability. 7. The structure of the vertebrae of building elements according to claims 4,5 and 6, characterized in that the ratio of the length of straight and curved parts of the structure is from 10: 1 to 20: 1 and the bending angle is 10-30 degrees for underwater structures (48), straight and curved. aspect ratio 12: 1 to 24: 1 and angle of inclination 0-30 degrees for boundary structures (49) and dune structures (50), main direction of structures - along coastline (52) but with angle of inclination 3-12 degrees to the water area, dependent on the direction of the dominant destructive underwater currents (53), 3-12 degrees dependent on the direction of the prevailing winds (54) which produce the highest corrosive water waves, the ratio of the height of the underwater structures (48) to their depth was 1: 3-1: 2. , height of boundary structures (49) rising above water 0.3-0.5 m, height of dune structures (50) above sand surface 0.2 0.4 m, difference in the barrels of formation of barrels between the upper and lower ridges 0.6 - 3 m. 8. A method of mounting a structure from the vertebrae of building elements, characterized in that the cavity (4) of the vertebrae is inserted into the cavities (3) of the vertebrae of the building elements (31) in the mounting direction 44, through the opening of the first vertebra mounting the base (33) of the building part, the vertebra (31) of the building element on the prepared base, wrapping the dismantling ropes (26) in the holes (25) of the horizontal and vertical catches, attaching the rope (2) to the vertical catch (24) (34) bore hole (6) into base, dismantling rope (26) hooked to hook (23), secured by second element vertebra cavity (3), secured in direction of mounting (44), through second vertebra the hole (1) opens the rope (2) and places the second element vertebrae on the first element vertebra, just as it places the third element vertebrae on the rope (2), installs tensioning device (32) in tensioning direction (44), clamps the building blocks to each other, verifies that they are in position with respect to design, through holes (6), hinges vertical latches (24) into base (33), dismantling ropes into holes (25) ) hooks on the hooks (23), puts a small layer of sand (45) on both sides of the vertex branch (5) of the elevation element and similarly installs the following building elements vertebrae, pouring sand behind the installed part of the structure so that 46) facing the mounting direction (44) facing upwardly at 45 degrees, continuing to mount the elements until it completes and tightens the vertebrae of the last element of the assembly, securing the other end of the rope (2) to the base (33) as before the first element of the vertebra. 9. Method of protection, restoration and development of a water body strip using structures from the vertebrae of building elements, differing in sequence, time and place of installation; first installs the deepest intended submarine structure (48), which breaks and weakens the waves, deflects slightly underwater currents and waves, accumulates their carriers, protects dredger sand and / or beaches, beach-washed sand until the accumulations reach the top of the submarine install the following structure at a distance where the existing bottom (53) joins with the muddy or otherwise accumulated newly formed bottom (54) or previously formed and compacted 5 and with the reinforced bottom (55) and so on, until all the structures towards the shore or embankment have been installed, the accumulated sediment; sand, pebbles, soil and their impurities are compacted over time, using mechanical compaction and / or chemical injections to accelerate and increase resilience, and the dune sand is exposed to sun, heat and wind, blows and gates do so, 10 structures are destroyed and forced to migrate, structures made of building elements, built after taking into account the whole complex destruction factor, purposefully direct migration, and permanently fix the formed surfaces with plants, greenery, trees, then dismantle structures that have performed their role; disengaging the vertical clamps (24) by dismantling the rope (26), releasing and removing the tensioning device (32) from the rope (2), 15 cuts the sand and the element vertebra (31) from the upper branch of the terrain vertebra and the horizontal retainer, moves horizontally away from the structure, lifts, pulls the rope (2), and uses the building element vertebra in the next structure.