ES2277467B1 - MULTIFORMAL MODULAR CONSTRUCTION REMOVABLE AND RECOVERABLE. - Google Patents

Abstract

The present invention relates to a modular, multiformal, removable and recoverable construction, presenting different aspects and uses, although its initial destination has been conceived for the hospitality industry. It is based on the creation of a central module or assembler, initial construction and a linear or assembled module, paying main attention to the configuration of roofs in inclined planes to formally enrich the constructions and favor the evacuation of rainwater.

Description

Multiforma modular modular construction and recoverable.

Object of the invention

The present invention relates to a removable and recoverable multiformal modular construction that based on the creation of a central module or assembler and of a linear or assembled module, paying primary attention to the roof configuration on inclined planes to enrich formally the constructions and favor the evacuation of rain. The possibilities of assembly between these, by means of the mechanically decomposable assembly into parts completely Detachable and recoverable, allow the development of multiple formal possibilities. It consists of a submerged surface that allows adaptation to irregular and different soils inclination without causing aggressions on the ground raising the plane settlement which allows to raise the horizontal level of the construction and an emerging surface. Both will be described in depth later.

Background of the invention

The modular constructions that are known in Today they are made based on metal profiles conventional and modular panels that act as closures construction perimeter. Others comprise a frame of rectangular drawer and adapted to interface with other modules located horizontally and / or vertically adjacent. They appear as registered and forming part of the prior art among others little or nothing relevant, the P.I. 8600212 which is a modular construction consisting of a construction piece diédrica, one of whose branches has to participate in the enclosure lateral and P.I. 502.642 which is a modular construction system self-supporting with integral assembly of prefabricated elements that It consists of a self-supporting cubic cell.

All known modular constructions they present inconveniences since they use for their settlement concrete and weights on a whim and without calculating their weight and without regulation of any kind with precise calculations while they are difficult-to-handle parts and if necessary a transport of said construction to another place, leave the land quite affected That is why the modular construction that concerns us it comes to solve these inconveniences and to facilitate the assembly of this type of constructions as later we will describe.

Description of the invention

The present invention aims at the modular construction by creating central modules of multi-deck roof configuration and linear modules with gable roof. It is also multiformal from the game of assembly between the central and linear module; and detachable and Recoverable through assembly and disassembly in recognized parts and serials allowing replacement.

The elements that make up the set that describe are grouped into two blocks, following an order constructive:

A.- submerged surface

B.- surface emerging or emerging

Submerged surface: the purpose of the submerged surface is to guarantee both the level of construction settlement, raising it above the ground creating a camera through which the facilities run, as their support so that minimum aggressions occur in the land. It consists of:

A1.- Levelers: allow adapting the platform at different slopes or irregularities of the ground ensuring The level of settlement. They are placed in matching points with the pillar and in places where the structure requires it in order of transferring the loads to the distribution plate, being able to be hydraulic notches to which a fork is incorporated for prevent pressure loss and that will immobilize the plungers in the suitable point, or manuals with spindle and pin (spindle, nut and threaded piece). The leveler consists of:

A1a) -

Distribution plate: in contact with the ground of variable surface according to its nature and loads requested. It is responsible for distributing the construction weight that is projected on the floor.

A1b) -

Settlement base fixed to the distribution plate It consists of breast to house the patella.

A1c) -

Ball joint and spindle: It allows us to adapt to inclined or irregular surfaces, maintaining the level horizontal of the platform, from the attack position of the  same on the base, adapting its position to different heights

A1d) -

Upper base: collect the crosses of beams produced on the platform and serves as settlement of the pillars, at the same time which has extenders to solve the flights of the grid that forms the outdoor park.

A2.- Platform: The grid that configures the platform are structural profiles (collectors) to mode of beams that form the cracks and pairs.

A3.- Trays: They are intended to provide the necessary stability to the whole. They hang from the platform trays located in its free spaces. Trays They can be of two types, always made with materials resistant:

A3a) -

open to ballast with solids

A3b) -

closed to load them with different fluids densities In the latter case the transfer, both injection As collection occurs from a tank tank. In both cases, the weight control added through the trays, has to be adequate to the resistance of the terrain and the size of the delivery plates.

The surfaced or emergent surface consists from:

B1.- Pilar: it is a multi-collector right foot, formed by structural block (collectors through which they run facilities), and resistant elements, distinguishing themselves from trims and enclosure profiles. The pillar is fixed to the submerged platform cross once seated on the head of the leveler. It houses the upper trusses and sleepers and serves as a tie down.

B2.- Truss or porch, composed of:

B2a) -

structural elements, of which the elements terminals have a section reduction to rely on the pillar heads contemplating a possible recess for the passage of circuits and of different extension depending on whether it is a terminal for formation of the central or linear module.

B2b) -

braces and wooden pairs, considering how requirement the specific characteristics and treatments for Exterior.

B3.- Sleepers or beams consisting of

B3a) -

a hollow metal structural collector and

B3b) -

two flaps or wooden fronts of it nature of the trusses slashed in order to collect the goats or straps

The terminals of sleepers for cantilever fixing both in the case of module central as linear.

B4.- Cover: formed by

B4a) -

cumbral which is a structural piece accessible from its lower part to carry the facilities and facilitate its assembly, while serving to ensure negative efforts due to the wind and fixed to the porches or trusses.

B4b) -

straps or capes that are tubular wall pieces structural carriers also of facilities with support and fixation to the cumbral and sleeper by means of pieces complementary.

Enclosure covers are contemplated having as characteristic the moisture and thermal insulation, and the storm drain. Closures with longitudinal covers that, they do the times only of auction. In other solutions the water can be conducted through gutters, joints and downspouts specific.

B5.- Auxiliary structure systems: se include tensioners, adjustable in the sense of stiffening or increase the spans or lights of the constructions mentioned inside of acceptable tolerances.

B6.- Enclosures: constituted by:

B6a) -

Cover: it is modulated in plates coinciding with the separation between goats and supported by them, with different cover and clamping systems according to the nature of the material used in the coverage.

B6b) -

Vertical closures and accesses outside: they are enclosure materials with insulation characteristics Acoustic thermal, waterproofing and hardness.

B6c) -

Vertical closures and accesses inside, formed by screens of different decorative finishes and function.

In both cases there are two possibilities of adaptation to enclosures:

-

by breasts and reserves

-

for larger closures are included clipping profiles or receivers

As a closing of the blind walls, They contemplate sockets with collectors attached to the pillars. It will have consider the implicit collectors to organize the facilities  of fluids and services.

For the closing of porches: the closing of the trusses by means of glass seated in profiles and sealed with tightness.

In the case of glass closures it will be used with in order to break the excess of vain and facilitate the replacement of the moon, an intermediate foot cross-shaped collector and face flat interior can be structural.

Exterior floors are required to permeability to facilitate water circulation. The Interiors or technical floors are removable. Support plate It must be rigid and insulating, taking into account the layer air that exists in the basement and will have collectors that we allow the connection of services. This technical floor will be placed on profiles fixed to the main platform in order to allow the plates to settle.

B7.- Ramps and accesses: facilitate access to the platform due to the difference in height between it and the ground, considering the removal of architectural barriers as well Like balustrades

B8.- Installations: Such as air equipment, water evacuation, electrical installations, etc., so the construction is oriented to these, run by reserves, well either through the underground or by the repeated collectors without the need to make roas and other works of a wet nature.

To complement the description that is being performing and in order to help a better understanding of the characteristics of the invention, is accompanied herein descriptive, as an integral part of it, of a game of drawings, where illustrative and non-limiting nature has been represented the following:

Description of the drawings

Figure 1 shows the connection between module central assembler and linear module.

Figure 2 shows the module growth assembler on himself.

Figure 3 shows the submerged surface: levelers, platform and tray.

Figure 4 shows the final closure in a module longitudinal.

Figure 5 shows a cross section of the structure.

Figure 6 shows the trays and the platform settlement

Figure 7 shows the adaptation of the platform at different inclinations or irregularities of the ground.

Figure 8 shows the manual leveler.

Figure 9 shows the exploded pillar, together with trims and flashing.

Figure 10 shows the way of joining the abutment To the cross on the platform.

Figure 11 shows the union of trusses and sleepers with the pillar.

Figure 12 shows a truss exploded

Figure 13 shows a sleeper exploded

Figure 14 shows the cumbral, trusses and straps.

Figure 15 shows the intermediate foot manifold.

Figure 16 shows the distribution plate and the base of the leveler in cut.

Figure 17 shows the placement of a pillar on the grill

Figure 18 shows the union of pillars with trusses and extenders in assembled module, exploded.

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Figure 19 shows junction of goats to cumbral in the assembly module.

Figure 20 shows general view of the cabios in the assembly module.

Figure 21 shows the mooring of goats to Cumbral in central module exploited.

Figure 22 shows the encounter between goats in the central module, in explosion.

Figure 23 shows the encounter between goats and trusses, along with sleepers and extenders in the longitudinal module, exploding.

Figure 24 shows the linear module with covers and insulators.

Figure 25 shows the pillar joint intermediate to the sleeper with enclosure covers for insulation of moisture and thermal.

Figure 26 shows the tensioners.

Figure 27 shows the structure with closures opaque and with secondary grid.

Figure 28 shows the longitudinal module with indoor and outdoor flooring.

Preferred Embodiment of the Invention

The present invention is based on the creation of a central module or assembler (1) and a module linear or assembled (2). The elements that make up the set described are grouped into two blocks: submerged surface and surface surfaced. The submerged surface consists of levelers (3) made up of distribution plates (31), settlement base (32), ball joint (33), spindle (34) and upper base (35) (see figures 8 and 17). A platform (4) that configures the platform of construction settlement and trays (5) where the load will go punctual necessary for the lift (see figure 6). The surfaced surface consists of a pillar (6), truss (7); sleepers or beams (8) consisting of manifold (81) and two flaps or fronts (82) (see figures 10, 11, 12 and 13). Cantilever and deck brackets formed by cumbral (9) and straps or goats (10) (figs 19, 20 and 21); auxiliary structure systems which include the tensioners (11) (fig 26), enclosures, an intermediate collector foot (12) (fig 15); a porch and flooring; ramps, access and balustrade. To guarantee the immobilization of the distribution plates (31), use small pickaxes (311) (fig 16 and 17), hooks or similar to those used for tents for make the geometric point of the plate coincide in the point suitable which is where the base piece (32) of the leveler (3) also coinciding with the lugs (312) (fig 8) that they are small welded stems that guarantee the union and immobilization of the distribution plates and base of the leveler, using materials for this with the corresponding treatments to prevent corrosion. Then proceed to place the base (32) of the leveler (3) on the lugs (312) of the plate (3). Then the base (32) is leveled and the extenders (37) (fig. 16). The ball joint (33) and the spindle are seated (34) (fig 8) looking for their verticality and apply the vertical witnesses or tornapuntas (36) (fig. 17). This maneuver aims to settle on the previous pieces the levelers (3) and place on top of them the extenders (37) (fig 17) of different sizes and overhangs for Adapt to the type of construction. It is important that the crossheads (38) (fig 8) on which the platform (4) is to be supported exactly level for which they put a tornapuntas (36) that may or may not persist in construction. The seats settle platforms (4) on the levelers (3) and it is once leveled the supports by means of height adjustment with both the spindle parts (34) or with the hydraulics where appropriate (no represented) the platform (4) that forms the Construction soil structure.

The facilities are rethink, guides of trays (51) (fig 6) and hangers for installations. Proceed then to the lifting of pillars (6) (fig 10) on the critical points that match the crossheads (38) and in order to immobilize and achieve their verticality, a tutor who is always welded by the party that does not leave a mark on the sine of the pillars (6).

The trusses are then placed (7) and sleepers (8) (fig 11) without fronts and rigging with cumbral (9). The cumbral cross that occurs above the module assembler looks like the illustration in order of welding the miter on the inside of the piece to ensure tightness Then the cabios are placed (10) for fixing to cumbral piece (9) and sleepers (8). Then the different covering systems are placed installing anchor pieces, cumbral cover (13) and insulators (14) (fig 24). These operations must be resolved simultaneously with the in order to ensure coverage in the face of possible wind effects during the work to be exposed by all their faces. Proceed to then place the intermediate pillar (15); this pillar can have a structural destiny or simply serve as a union between opaque or glass enclosures. The time of placement of this pillar depends on the type of enclosure that is used, with glass, blind etc.

Once placed the facilities to surface we must go to the stage of placing trays (5) and ballast. This is can do in previous stages according to the characteristics of external agents to which the construction is subjected and it is loading the trays (5) with the calculated ballast to ensure the immobilization of the whole. This transfer can be regulated in one of its solutions adding heavy fluids moving from  a tank by pumping and relieved by the reverse procedure.

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It is necessary that the construction, without altering its essence, can grow within limits. For that reason it contemplates the placement of tensioners that allow to increase the resistance of the cabios (10) (fig. 18) reinforcing the wall of the main profile Also in trusses (7) it becomes necessary incorporate a centerpiece as a guarantee of its increase in size and prop. Astial closures are made in trusses. Be place asymmetric reeds according to the placement of the intermediate pillar and finish with placement of blind enclosures and marquerias, put guide of facilities by passes cables to collectors All collectors will be perforated because that's why they will not lose resistance to allow the weight of the facilities, either in the pre-established sequences or in work with the appropriate tools, with special templates for mechanisms and records Then we proceed to the installation of facades glazed, sealed and sealed, we continue with the installation of secondary grid (16) (fig 27) and the laying of floors (17) (fig 28) exterior and interior. Placement of mechanisms in flashing and trim version, installation covers ridge Exit caps for lighting threads, placement of lighting, pre-frames and practicable doors and finally base of seat and fixing to the grid, candlestick, protective bars with tube, panic bar, handle with tube and encounter With ramps or stairs.

It is not considered necessary to extend this description so that any subject matter expert understands the scope of the invention and the advantages derived therefrom. The terms in which this report has been written must be taken always in a broad and non-limiting sense.

The materials, shape, size and layout of the elements will be subject to variation as long as it do not involve an alteration of the essential characteristics of the invention claimed below.

Claims (14)

1. Removable and recoverable multiformal modular construction, characterized in that the elements that make up this construction have a submerged part formed by levelers (3), platform (4) and trays (5) and another outcropped part formed by pillars (6), trusses ( 7), sleepers or beams (8), cabios (10). 2. Construction, according to the first claim, characterized in that the levelers (3) allow the platform to be adapted to different slopes of the terrain due to its distribution plate (31) that is in contact with the ground and distributes the weight of the construction, to its base of patella (33) and spindle (34) for the level of inclination. 3. Construction, according to the first claim, characterized in that the levelers can be hydraulic with notches to which a fork is incorporated to prevent loss of pressure and which will immobilize the pistons at the appropriate point, or manuals with spindle and pin (spindle, nut and threaded piece). 4. Construction, according to the first claim, characterized in that the upper base of the levelers collects the crossings of beams (8) produced on the platform and serves as settlement of the pillars (6) while having extenders (37) to solve the flights of the grid that forms the outdoor park. 5. Construction, according to the first claim, characterized in that the trays (5) can be opened to ballast with solids or closed to load with fluids of different densities and allow to provide the necessary stability to the assembly. 6. Construction, according to the first claim, characterized in that the pillar (6) is a multi-collector right foot formed by a structural block, resistant elements and clipping or enclosure profiles, which is fixed to the cross (38) of the platform (4 ) once seated on the head of the leveler (3) and houses the trusses (7) and upper sleepers (8) also serving as a tie down. 7. Construction, according to the first claim, characterized in that the truss (7) is composed of a structural steel element bearing facilities and has a section reduction to rest on the pillar heads (6). 8. Construction, according to the first claim, characterized in that the sleepers or beams (8) consist of a metallic and hollow structural collector and two flaps or fronts embedded in order to collect the cages or belts (10). 9. Construction, according to the first claim, characterized in that the cover is formed by the cumbral (9) which is a structural piece accessible from its lower part to carry the facilities and facilitate its assembly while serving to ensure the negative efforts due to the wind and leans on porches or trusses (7); and by the straps or cabs (10) that are tubular pieces of structural wall bearing facilities that rest on the cumbral (9) and sleeper (8). 10. Construction, according to the preceding claim, characterized in that it has enclosure covers (13) that allow moisture and thermal insulation that will guarantee the evacuation of rainwater. 11. Construction, according to claim 9, characterized in that it has adjustable tensioners (11) and complements in order to stiffen or increase the spans or lights of the mentioned constructions. 12. Construction, according to the first claim, characterized in that the enclosures are formed by a cover that is modulated in plates coinciding with the separation between cages (10) and supported on them, with different cover and clamping systems and vertical exterior walls that They are enclosure materials with characteristics of acoustic thermal insulation, waterproofing and hardness. 13. Construction, according to the first claim, characterized in that the exterior floors (17) are permeable and the interiors or technical floors have a support plate that is rigid and insulating and will be placed on profiles fixed to the main platform in order to allow plate settling (31). 14. Construction, according to the first claim, characterized in that it has ramps and accesses to facilitate access to the platform due to the difference in height between it and the ground, taking into account the elimination of architectural barriers, as well as balustrades.