BR102016020342A2 - SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS - Google Patents

Abstract

refers to the suspended floor construction process patent and corresponding components, applied in the construction of residential buildings, offices, commerce, uhe, ports, airports and industry and for the purpose of obtaining suspended construction that meets the installation of all types of utilities required and complying with fire propagation, thermal insulation and acoustic insulation standards, through innovative constructiveness that allows to optimize the floor construction process with quality and functional products, bringing advantages of easier leveling slabs, optimized process, less waste, greater load capacity, greater stability, applied in any environment, enables any type of utility installation whether electrical, hydraulic, air conditioning, logic, compressed air, hydro-pneumatic, vacuum or gas, better sound and thermal insulation and honey hor floor stability with simple and safe application at low cost.

Description

(54) Title: SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS (51) Int. Cl .: E04F 15/024; E04B 5/43; E04B 5/48; E04B 5/02 (52) CPC: E04F 15/02494, E04B 5/43, E04B 5/48, E04B 5/02 (73) Owner (s): JACSON POLESE DOS SANTOS (72) Inventor (s): JACSON POLESE DOS SANTOS (74) Attorney (s): EDUARDO PEREIRA DA SILVA (57) Abstract: Refers to the patent for the invention of the suspended floor construction process and corresponding components, applied in the civil construction of residential, office, commercial buildings, UHE, ports, airports and industry and with the purpose of obtaining suspended construction that meets the installation of all types of necessary utilities and in compliance with the rules on fire propagation, thermal insulation and sound insulation, through innovative constructivity that allows to optimize the process of building floors with quality and functional products, bringing advantages of easier leveling of slabs, optimized process, less waste, greater load capacity, greater stability, applied in any environment, possible it allows any type of utility installation, whether electrical, hydraulic, air conditioning, logic, compressed air, hydro-pneumatic, vacuum or gas systems, better acoustic and thermal insulation and better floor stability, with simple and safe application at low cost.

1/32 “SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS” [01] Refers to this invention patent to the process of suspended construction of floors and corresponding components, applied in the civil construction of residential, office, commercial buildings, HPP , ports, airports and industry and with the purpose of obtaining suspended construction that meets the installation of all types of necessary utilities and with compliance with the rules on fire propagation, thermal insulation and sound insulation, through innovative constructivity that allows to optimize the process construction of floors with quality and functional products, bringing advantages of easier leveling of slabs, optimized process, less waste, greater load capacity, applied in any environment, allows any type of utility installation whether electrical, hydraulic, air conditioning, logic, compressed air, hydro systems pneumatic, vacuum or gas, better acoustic and thermal insulation and better floor stability, with simple and safe application at low cost.

[02] Currently, building construction processes have the following characteristics of rigidity, layout flexibility, maintenance, level differences and compliance with regulations on fire propagation, thermal insulation and sound insulation:

[03] The concrete structures in buildings and also other materials such as steel and mixed, are quite rigid, as they have many bezels, usually hyper-static, but even though they are simply supported structures, the set remains rigid transmitting noise and impact that are fought by engineering through expensive techniques and with low results.

Petition 870160048804, of 9/2/2016, p. 19/62

2/32 [04] Under the layout aspect of the apartment or office it is unique or restricted to some options of plants that are built without flexibility for future changes, without waiting for bathrooms, kitchen, living rooms, etc., making layout changes difficult after finished and with no deadline to do so. Difficulty installing grilles for floor air conditioning, installing floor lighting, vacuum, compressed air with lower sound, cables and heating ducts to implement floor heating, with the need to implement another level of subfloor.

[05] Under the maintenance aspect, the pipes are embedded in the floor and walls, making hydraulic, air conditioning, electrical maintenance difficult and not absorbing new flexible water pipe technologies, making it difficult to replace tubes and connections in any and all point of the property and making it difficult to install louvers for floor air conditioning, installation of floor lighting, vacuum, compressed air and lower sound. It does not allow the installation of cables and heating ducts for the implementation of floor heating, without the need to implement another level of subfloor.

[06] Under the aspect of level difference that are necessary in the most diverse environments of the building, where they are executed in concrete slabs, bringing slowness and great waste in the reuse of forms for concrete and facilitates the error in concreting the different levels.

[07] Under the aspect of complying with regulations regarding fire propagation, thermal insulation and acoustic insulation, the thickness of the slab and / or concrete floor is currently greater.

Petition 870160048804, of 9/2/2016, p. 20/62

3/32 [08] Currently there is also the construction of raised floors, with the following solutions:

[09] Floor with plastic or steel tower support element with table or base at the top, with the need to be supported on a level floor and free of concreting stones and to be adjusted by screwing with the short cursor. This support element has the disadvantages of working with risk of accidents due to the small support area of the plates on the support elements. Over time, the adjustment system changes, uneven the floor due to the bending of the support elements and the lowering of the table with unscrewing, caused by the vibration of conventional use of the floor and in the application of steel elements, corrosion occurs.

[010] Raised Floor Application Process

Monolithic Werden occurs through the distribution of a PVC blanket in "vacum form" with close feet in the shape of an arch to be filled over the existing floor and the need to be supported on a level floor, with juxtaposition of the edges and bonding by tapes self-adhesive, ensuring total sealing. The finishes are prepared near the walls, columns and any uneven tops; the metal frames are assembled for the inspection boxes; the templates are distributed to outlet boxes and linear air conditioning grilles, if the workstations are previously defined; then, progressive filling is carried out with displacement of movable separating bars. This process has the disadvantages of requiring specialized and very well-trained labor, of presenting and high installation time, of not using conventional market materials, of any break in the monolithic causing the concrete to leak and the space between floors is lost and high acquisition cost.

Petition 870160048804, of 9/2/2016, p. 21/62

4/32 [011] Searching Brazilian and international patent banks, we find the following revelations:

[012] Brazilian patent BR 20 2013 031461 2

U2 called “constructive arrangement introduced in a set of pedestal and extension for raised floor support plate” that revealed a set of pedestal and extension of the type to present support for support plates and raised floor composition for general environments. [013] Brazilian patent MU 8800342-6 U2 called "arrangement introduced together with raised floor element and its pedestals" that revealed a set of raised floor element and its pedestals, belonging to the field of construction materials.

[014] Brazilian patent PI 0901662-7 called “precast housing module” that revealed a solid base, with bucket beams, to receive the standard pre-cast slab panel, which must be lifted by a munck truck and placed in the previously marked place.

[015] Brazilian patent PI 0702442-8 A2 called “building construction system with raised floor” that revealed a floor made up of a slab with structure for receiving raised floor and raised contour or closing walls, with at least at least , a shaft for the passage of plumb lines of energy, telephone, data, hydraulics, fire, gas, which extends vertically throughout the entire building, regardless of the number of floors in it.

[016] US patent US2011041423 called “floor replacement panel” that revealed a plaque

Petition 870160048804, of 9/2/2016, p. 22/62

5/32 upper with corner forming sections and leveling legs for height adjustment.

[017] US patent US2009282766 called "integrated structure for access to the floor system" that revealed a plurality of removable panels to provide access to the space below the floor that would be inaccessible on a conventional floor.

[018] US patent US2009173018 called “beam” that revealed a beam that allows the construction of a surface in relation to the ground.

[019] US patent US2001034987 called "floor system" that revealed the utility terminal includes a floor that has an access cavity, a support bracket and an upper surface. The support plate is positioned inside the access cavity, and has at least one access opening.

[020] US patent US2002026757 called "floor access system" that revealed an access floor system, including an access floor panel that has an upper surface and an opposite lower surface and at least one pedestal.

[021] US patent US2003177723 called “raised floor access system” that revealed a shallow metal support with a back wall and a shallow opening top compartment. The floor panel is supported on a pedestal with a base that has mounting and fixing characteristics integrated in it to engage the connecting wires and for cable management.

[022] Mexican patent MXPA02011144 called “resilient pedestal head for floor access system”

Petition 870160048804, of 9/2/2016, p. 23/62

6/32 which revealed a support head, which is sufficiently resilient to allow the alignment of the floor panels during the installation of the floor panels and the floor panels to allow individual access to maintain their original position.

[023] French patent FR2613405 called “raised floor panel” that revealed a panel of modular elements at a distance from the base floor that comprises a series of prefabricated self-supporting beams that are assembled together by juxtaposition along its longitudinal axis.

[024] The disclosures cited have the following disadvantages, drawbacks and limitations:

[025] a) Insect entry;

[026] b) The need for a level floor or or execution of a subfloor;

[027] c) High cost of implementation;

[028] d) Difficulty in accessing hydraulic, electrical and other installations;

[029] e) Medium sound insulation;

[030] f) Low thermal insulation;

[031] g) Use of materials that propagate fire;

[032] h) Exaggerated proximity to the support feet of the Werdem system, hindering the passage of tubes later; [033] i) Requirement of technical roadmap for concreting the Werdem system and single concrete;

[034] j) Difficulty moving over plastic parts, subject to crushing, when concreting the Werden system;

Petition 870160048804, of 9/2/2016, p. 24/62

7/32 [035] k) Need for exclusivity in equipment and tools in the Werden system;

[036] i) Insecurity in the distribution of cargo on plates that rest on a corner of the support tower on supports that use regulatory tables;

[037] J) A single support receives four plates bringing fragility in safety due to excess elements in a single support and for having to guarantee each applied effort alone, without giving conditions for load redistribution;

[038] k) Verticality of the support tower with high precision, bringing unbalanced contact between the support platform and the raised floor plate;

[039] l) Need for bonding, with aggressive chemicals, to ensure stability, bringing professional unhealthiness and aggression to the environment;

[040] m) Discomfort when walking, due to the movement of plates on the supports;

[041] n) Limitation on the use of coverings, usually made with carpet or textile coverings;

[042] o) Unseen variability, however, relevant with regard to the material and thickness of the plastics of the support towers and plastic plates;

[043] p) Impossibility to make corners, perfectly, because it is an inflexible modular system;

[044] q) Difficulties in closing entire environments due to the modular feature, usually 60cmx60cm; [045] r) Limitations on external use;

Petition 870160048804, of 9/2/2016, p. 25/62

8/32 [046] s) Impossibility to execute masonry or drywall walls directly on the raised floor;

[047] t) Dryness in the plastics of the support towers;

[048] u) Cleanliness impaired by the type of coating and modulation system of raised floors;

[049] v) Need to redirect tubes, power points and others due to the modular position of the support towers;

[050] x) Lack of stability of the floor support towers; and [051] y) Low load capacity.

[052] “CONSTRUCTION PROCESS

FLOOR SUSPENSION AND CORRESPONDING COMPONENTS ”, the object of this patent, was developed to overcome the limitations, inconveniences and disadvantages of the current construction processes and raised floors, because through innovative constructivity it obtained an optimized process of suspended floor construction with components specially designed, with the ability to lift walls over it, through the monolithic concept, bringing advantages of easier leveling of slabs, optimized process, less waste, greater load capacity, greater stability, applied in any environment, allows any type of utility installation be it electrical, hydraulic, air conditioning, logic, compressed air, hydropneumatic systems, vacuum or gas, better acoustic and thermal insulation, less fire spread and better floor stability, simple and safe application at low cost.

Petition 870160048804, of 9/2/2016, p. 26/62

9/32 [053] Technical problems that the previous ones do not solve and how it was solved by the construction process and components of the suspended floor of the present patent:

[054] A) Need for support floor or level slab, solved through the excellent stability of the support element of the suspended floor of the present patent;

[055] B) Sensation of the raised floor tiles loose, solved through the use of concrete support elements and the leveling of the floor with mortar, conventional concrete or self-leveling concrete of the suspended floor of this patent;

[056] C) Use of basic elements for the support, solved through the concrete support elements already calculated the height according to the unevenness of the location of the suspended floor of this patent;

[057] D) Cracks between plates, solved by regularizing the support panels of the suspended floor of this patent;

[058] E) Limitation on the load capacity on the raised floor, solved through the concrete support elements and weight distribution by load distributed through the suspended floor plates of this patent;

[059] F) Leftover material or rework, solved using equipment with dedicated software to calculate the unevenness and the total area of application of the suspended floor of this patent;

[060] G) Applied only on structural slab, solved by adopting a triangular or rectangular shape or

Petition 870160048804, of 9/2/2016, p. 27/62

10/32 square or circular of high stability and fluctuation in the substrate of the suspended floor of the present patent;

[061] H) Difficulty for passage of tubes and cables in the monolithic system, resolved by the good distance between the supporting elements and their application in line and column and the possibility of distributing these tubes and systems before the application of the suspended floor of this patent ;

[062] I) Passage of insects and dirt between the individual plates, solved through the regularization on the sheets with mortar, conventional concrete or self-leveling concrete of the suspended floor of the present patent;

[063] J) Breaking or deformation of individual plates, solved by applying several support elements on a plate, distributing efforts throughout the suspended floor of this patent;

[064] L) It does not serve as a shading slab, resolved through the support elements that have excellent weather resistance and allows the use of concrete slabs or stone slabs with low or high weight to form the suspended floor as a slab. shading of the suspended floor of the present patent;

[065] M) They do not receive walls on the raised floor, even the dry walls, solved through the high support capacity and excellent weight distribution on the raised floor with the possibility of applying waterproofing on the support slab and, or also on the floor itself raised and can install dry or wet walls on the suspended floor or with pipes other than the suspended floor of this patent; and

Petition 870160048804, of 9/2/2016, p. 28/62

11/32 [066] N) Inefficiency in the support of machines and static equipment or that has vibration or movement, solved through support elements with high load capacity and high stability with the application of light structural concrete plates or of their own weight raised from the suspended floor of the present patent;

[067] O) The concrete structures in buildings and also other materials such as steel and mixed, are quite rigid, as they have many bezels, usually hyper-static, but even as simply supported structures, the set remains rigid transmitting noise and impact that are combated by engineering through expensive techniques and with low results, solved through the flexible and monolithic modular process, which provides the necessary rigidity to meet the comfort requirements, however, because it is a multilayer floor simply supported, it absorbs aerial sound vibrations and impact, preventing vibrations from traveling through the structure, made possible by the suspended floor construction process of the present patent;

[068] P) Impossibility of perfectly closing corners and burrs of pillars or wavy walls, solved by the flexibility of cuts, repositioning of supports and load redistribution of the suspended floor of this patent; and [069] Q) Limitation in the use of cladding, solved by the application technology of subfloor, allowing the execution of any cladding available on the market and any cladding technology of the suspended floor of this patent.

[070] In addition to the suspended floor construction process, it has the following characteristics and advantages:

Petition 870160048804, of 9/2/2016, p. 29/62

12/32 [071] 1. Resolution of comfort pathologies in buildings with accessible values and in a simple way, meeting the most stringent requirements of construction standards, providing superior performance in the context of sound insulation;

[072] 2. Eliminate the paradigm of before executing walls, install all the piping, which can be planned in advance, still in project, and then install the suspended floor that will keep all waiting for the bathrooms, kitchen, rooms, etc., releasing for walls and finishes which will be executed later;

[073] 3. It facilitates the change of the environment after it is finished and with no deadline to do so and the real estate product becomes a space where there is the possibility of installing any environment anywhere;

[074] 4. It allows the alteration of points of energy, logic, TV, etc., with ease and speed keeping the walls and floors intact and without marks of cuts or adaptations;

[075] 5. Meets the contemporary requirements of housing and work units, making civil construction an industry more adapted to environmental requirements, considerably reducing the generation of waste, since in need of reform it is possible to reuse 75% of all suspended floor components; [076] 6. As the air is trapped under the suspended floor, there is an excellent thermal insulation and in the event of a fire, a safety surface, since, if the property on the lower floor is in a fire situation, the slab temperatures will not affect the living surface on the suspended floor with temperature reductions

Petition 870160048804, of 9/2/2016, p. 30/62

13/32 very significantly, contributing to the compliance with norms for structures in fire situations;

[077] 7. In bathrooms conventionally built in buildings, fire and smoke penetrate the upper floor through the sewer pipe, which melts exposed to heat. In the properties that use the suspended floor, we have the sewage pipe installed on the floor itself, without slab holes, preventing it from penetrating flames or smoke through holes. In the case of plumb, there is a need to use appropriate closure and shaft systems; [078] 8. Opens numerous maintenance methodologies. Hydraulic, air conditioning, electrical maintenance is facilitated in any and all positions of the suspended floor, with small openings where access to the floor and pipes. Absorbs new technologies of flexible water pipes, facilitating replacement of pipes and connections in any and all points of the property;

[079] 9. Due to the excellent stability, it is possible to overlay supports using mortar or adhesive glue, used only in cases of overlap and in cases where the surface of the suspended floor is without lateral support or low weight, in differences in levels that can reach 1.10m;

[080] 10. The suspended construction system also facilitates the installation of automation systems and can be an element of automation. With the installation of cameras and lighting on the floor, it is possible to monitor all real estate product pipes, such as sewage, cold water, hot water, air conditioning, gas, etc, full time and online;

Petition 870160048804, of 9/2/2016, p. 31/62

14/32 [081] 11. Facilitates the installation of grilles for floor air conditioning, installation of floor lighting, vacuum, compressed air and even lower sound;

[082] 12. It is possible to install cables and heating ducts to implement floor heating on the suspended floor itself, without the need to implement another level of counter floor; and [083] 13. Safety and comfort in walking as it is a monolithic suspended construction system.

[084] For better understanding of the present invention, the following drawings are attached:

[085] FIGURE 1., which shows the diagram of the manufacturing process of the suspended floor of the present patent;

[086] FIGURE 2., which shows the diagram of the first alternative of the manufacturing process of the suspended floor of the present patent;

[087] FIGURE 3., which shows the diagram of the second alternative of the floor manufacturing process of the present patent; [088] FIGURE 4., which shows the diagram of the third alternative of the manufacturing process of the suspended floor of the present patent;

[089] FIGURE 5., which shows the frontal view in section and enlarged of the suspended floor of the present patent in its preferred form;

[090] FIGURE 6., which shows the frontal view in section and enlarged of the suspended floor of the present patent in its first alternative;

Petition 870160048804, of 9/2/2016, p. 32/62

15/32 [091] FIGURE 7., which shows the front view in section and enlarged of the suspended floor of the present patent in its second alternative;

[092] FIGURE 8., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its third alternative;

[093] FIGURE 9., which shows the frontal view in section and enlarged of the suspended floor of the present patent in its fourth alternative;

[094] FIGURE 10., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its fifth alternative;

[095] FIGURE 11., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its sixth alternative;

[096] FIGURE 12., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its seventh alternative;

[097] FIGURE 13., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its eighth alternative;

[098] FIGURE 14., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its ninth alternative;

[099] FIGURE 15., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its tenth alternative;

Petition 870160048804, of 9/2/2016, p. 33/62

16/32 [0100] FIGURE 16., which shows the frontal view in section and enlarged of the suspended floor of the present patent in its eleventh alternative;

[0101] FIGURE 17., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its twelfth alternative;

[0102] FIGURE 18., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its thirteenth alternative;

[0103] FIGURE 19., which shows the view in frontal view in section and enlarged of the suspended floor of the present patent in its fourteenth alternative; and [0104] FIGURE 20., showing the front and cross-sectional view and enlarged view of the suspended floor of the present patent in its fifteenth alternative.

[0105] The present invention on suspended construction, is based on the concept of being composed: with a first level formed with structural components (CE) resistant to compression, spaced apart creating empty spaces for utility passages and responsible for the floor support base and partition walls, sized according to the applied load, usually distributed or wall load; with the application of edge expansion components (CDB) to allow axial expansion, without affecting the integrity of the suspended floor and fixed construction elements and so that the expansion of the rigid building does not affect the suspended floor or the real estate unit pathologically; with a second level formed with supportive components (CS) of closing, sealing and with resistance to bending, to absorb and distribute the movement loads on the suspended floor and coverings,

Petition 870160048804, of 9/2/2016, p. 34/62

17/32 furniture and other overloads applied to the suspended floor; with an option to complement the second level with a sealing component (CV) as a moisture barrier, to compensate for expansion between different materials and allows the reuse of structural components (CE) and supporting components (CS) in the event of maintenance or renovation of the real estate product and with flexibility and waterproofing characteristics; with an option of complement in the second level with leveling component with or without leveling (CRN) for removal of corrugations, for removal of cracks and for transformation into a monolithic floor and load distribution for supporting components (CS), with or without level adjustment and can be molded on site or prefabricated; and a third level consisting of architectural finishing components (CAA) to facilitate cleaning, meet architectural requirements and comfort requirements and safety, hygiene and aesthetics standards.

[0106] The suspended floor construction process of the present patent takes place as follows:

[0107] A. The area is measured and the leveling, recesses and protrusions of the substrate as constructed (SC) are measured where the suspended floor will be applied;

[0108] B. Hydrosanitary, electrical, gas, data and other utilities are located in the plant;

[0109] C. Depending on the floor utilization load, the number of structural components (EC) is calculated: necessary support elements and the layout is made by distributing them without conflicting with the planned facilities mentioned in B ;

Petition 870160048804, of 9/2/2016, p. 35/62

18/32 [0110] D. The heights of each of the structural components (EC) are specified: support elements (1) according to the leveling of the site;

[0111] E. The structural components (EC) are previously made: the support elements (1), taking into account the heights specified in item D;

[0112] F. The supporting components (CS) are previously made: the support panels (2) or the pre-molded plates (5) or the structural panels (6) or the metal plates (7) or the sandwich plates of wood and concrete or mortar (8) or the metal and concrete sandwich plates (9), with variable dimensions depending on the location to be installed and based on the floor plan or substrate with the supporting elements positioned;

[0113] G. The amount of materials for the leveling component with or without leveling (CRN) is previously calculated: the leveling layer (3) with or without canvas (L), depending on the floor plan and load applied to the floor suspended;

[0114] H. Structural components (CE) are positioned: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item C, adjusting, if necessary, their height to obtain the correctness of the leveling the lower floor;

[0115] I. Edge expansion components (CDB) are installed: expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars; [0116] J. Supporting components (CS) are supported: the support panels (2) or the pre-molded plates (5) or the structural panels (6) or the metal plates (7) or the sandwich plates of wood and concrete or mortar (8) or sandwich boards

Petition 870160048804, of 9/2/2016, p. 36/62

19/32 of metal and concrete (9) on the structural components (CE): the support elements (1) with calculated spacing, meeting the requirements of deformation by expansion, minimizing the formation of cracks; [0117] K. The leveling component with or without leveling (CRN) is applied: the leveling layer (3), with or without the sealing component (CV): the canvas (L) and forming a monolithic floor; and [0118] L. The architectural finishing components (CAA) are laid: the finishing coating (4) according to the application.

[0119] In a first alternative, the construction process of the raised floor of the present patent may be as follows:

[0120] a. The area is measured and the leveling, recesses and protrusions of the substrate are raised as constructed (SC) as constructed where the suspended floor will be applied;

[0121] b. Hydro-sanitary, electrical, gas, data and other utilities are located in the plant;

[0122] c. Depending on the load of use of the floor, the number of structural components (EC) is calculated: the necessary support elements (1) and the layout is made by distributing them without conflicting with the planned installations mentioned in b;

[0123] d. The heights of each of the structural components (EC) are specified: of the support elements (1) according to the leveling of the site;

[0124] e. The structural components (EC) are previously made: the support elements (1) taking into account the heights specified in item d;

Petition 870160048804, of 9/2/2016, p. 37/62

20/32 [0125] f. The supporting components (CS) and architectural finishing components (CAA) are made in advance: precast panels (5) or structural panels (6) or metal plates (7) or sandwich boards made of wood and concrete or mortar (8 ) or metal and concrete sandwich plates (9), with variable dimensions depending on the location and the load capacity to be installed and based on the floor plan with the supporting elements positioned;

[0126] g. The structural components (CE) are applied: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item c, adjusting, if necessary, their height to obtain the leveling correction of the lower floor ;

[0127] h. The edge expansion components (CDB) are installed: the expansion joints (12) between the supporting components (CS) and architectural finishing components (CAA) and the fixed element such as walls or beams or pillars; and [0128] i. The supporting components (CS) and architectural finishing components (CAA) are applied: the precast plates (5) or the structural panels (6) or the metal plates (7) or the wooden and concrete or mortar sandwich plates (8) or the metal and concrete sandwich plates (9) on the structural components (CE): the supporting elements (1) minimizing the formation of cracks and perfectly sealing their edges, when necessary.

[0129] In a second alternative, the construction process of the raised floor of the present patent may be as follows:

Petition 870160048804, of 9/2/2016, p. 38/62

21/32 [0130] AA. The area is measured and the leveling, recesses and protrusions of the substrate are raised as constructed (SC) as constructed where the suspended floor will be applied;

[0131] BB. Hydro-sanitary, electrical, gas, data and other utilities are located in the plant;

[0132] CC. Depending on the load of use of the floor, the number of structural components (EC) is calculated: support elements (1) required and the layout is made by distributing them without conflicting with the planned facilities mentioned in BB;

[0133] DD. The heights of each of the structural components (EC) are specified: of the support elements (1) according to the leveling of the site;

[0134] EE. The structural components (EC) are previously made: the support elements (1) taking into account the heights specified in item DD;

[0135] FF. The supporting components (CS) are previously made: the support panels (2) or the pre-molded plates (5) or the structural panels (6) or the metal plates (7) or the wooden and concrete sandwich plates ( 8) or the metal and concrete sandwich plates (9), with variable dimensions depending on the location and the load capacity to be installed and based on the floor plan with the supporting elements positioned;

[0136] GG. The structural components (CE) are applied: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item CC, adjusting, if necessary, their height to obtain the leveling correction of the lower floor ;

[0137] HH. Edge expansion components (CDB) are installed: the expansion joints (12) between the

Petition 870160048804, of 9/2/2016, p. 39/62

22/32 supporting components (CS) and the fixed element such as walls or beams or pillars;

[0138] II. The supporting components (CS) are applied: the support panels (2) or the pre-molded plates (5) or the structural panels (6) or the metal plates (7) or the wooden and concrete sandwich plates (8 ) or the metal and concrete sandwich plates (9) on structural components (CE): the supporting elements (1) minimizing the formation of cracks and perfectly sealing their edges, when necessary;

[0139] JJ. The leveling component with or without leveling (CRN) is applied: cementitious plate (10), with or without sealing component (CV): canvas (L), forming a monolithic floor; and [0140] KK. The architectural finishing components (CAA) are laid: the architectural finishing coating (4) according to the application.

[0141] In a third alternative, the construction process of the raised floor of the present patent may be as follows:

[0142] aa. The area is measured and the leveling, recesses and protrusions of the substrate are raised as constructed (SC) as constructed where the suspended floor will be applied;

[0143] bb. Hydro-sanitary, electrical, gas, data and other utilities are located in the plant;

[0144] cc. Depending on the utilization load of the floor, the number of structural components (EC) is calculated: supporting elements (1) required and the layout is made by distributing them without conflicting with the planned facilities mentioned in bb;

Petition 870160048804, of 9/2/2016, p. 40/62

23/32 [0145] dd. The heights of each of the structural components (EC) are specified: of the support elements (1) according to the leveling of the site;

[0146] ee. The structural components (EC) are previously made: the support elements (1) taking into account the heights specified in item dd;

[0147] ff. The supporting components (CS) are made in advance: the precast plates (5) or the structural panels (6) or the metal plates (7) or the wooden and concrete sandwich plates (8) or the metal sandwich plates and concrete (9), with variable dimensions depending on the location and the load capacity to be installed and based on the floor plan with the support elements positioned;

[0148] gg. The structural components (CE) are applied: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item cc, adjusting, if necessary, their height to obtain the leveling correction of the lower floor ;

[0149] hh. Edge expansion components (CDB) are installed: expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars;

[0150] ii. The supporting components (CS) apply: precast plates (5) or structural panels (6) or metal plates (7) or sandwich plates of wood and concrete (8) or sandwich plates of metal and concrete (9) on structural components (CE): the support elements (1) minimizing the formation of cracks and perfectly sealing their edges, when necessary; and

Petition 870160048804, of 9/2/2016, p. 41/62

24/32 [0151] jj. The architectural finishing components (CAA) are laid: the architectural finishing coating (4) according to the application.

[0152] According to said figures, the components used in the present patent are the following:

[0153] 1. Support elements (1) object of the utility model patent MU8303082-4 called spacer for industrial floors, from the same inventor of triangular or circular or polygonal shape prefabricated in concrete or mortar or any other material applied as structural components (EC);

[0154] 2. Support panels (2) of polygonal format in dimensions available in the market, which can be resized through cutouts, in plywood or reconstituted wood, such as chipboard or MDF or OSB, applied as supporting components (CS );

[0155] 3. Leveling layer (3) in concrete or regulating and leveling mortar, applied as a leveling component with or without leveling (CRN);

[0156] 4. Architectural finish coatings (4) sized according to the architectural design in ceramic material, or wood, or carpet, or granite, or marble or slate or any commercially available coating, applied as architectural finish components (CAA );

[0157] 5. Pre-molded plates (5) of polygonal shape sized according to the applied load, in pre-cast concrete and applied as supporting components (CS) and / or architectural finishing components (CAA);

Petition 870160048804, of 9/2/2016, p. 42/62

25/32 [0158] 6. Structural panels (6) of plastic or granite, or of marble or slate or concrete, prefabricated and applied as supporting components (CS) and / or architectural finishing components (CAA);

[0159] 7. Metal plates (7) in carbon steel or aluminum, flat or calendered, prefabricated and applied as supporting components (CS) and / or architectural finishing components (CAA);

[0160] 8. Sandwich boards made of wood and concrete or mortar (8) in wood bonded with concrete or mortar, prefabricated and applied as supporting components (CS) and / or finishing components (CA) and / or architectural finishing components ( CAA);

[0161] 9. Metal and concrete sandwich plates (9) in metal adhered with concrete or mortar, prefabricated and applied as supporting components (CS) and / or architectural finishing components (CAA);

[0162] 10. Cement boards (10) in cement or fiber cement and similar, prefabricated and applied as leveling components with or without leveling (CRN);

[0163] 11. Waterproofing layer (11) formed by blanket or application of liquid by absorption or not and applied as a waterproofing component (CI);

[0164] 12. Expansion Joints (12), installed between fixed elements such as masonry walls and / or beams and / or concrete pillars, in EPS or rubber or EVA or molded or vulcanized elastomers at room temperature, applied as expansion components edge (CDB); and

Petition 870160048804, of 9/2/2016, p. 43/62

26/32 [0165] 13. Canvas (L) in plastic film or polymerized resin, applied as a sealing component (CV).

[0166] According to said figures, the suspended floor of the present patent consists of support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) and base of the leveling layer (3) and supported on the support elements (1); leveling layer (3) base of the architectural finishing layer (4) and applied by adhesion on the support panels (2); and architectural finish coating (4) based on the leveling layer (3). [0167] In a first alternative, the suspended floor of this patent consists of support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) complemented by canvas (L) and base of the leveling layer (3) and supported on the support elements (1); leveling layer (3) base of the architectural finishing coating (4) and applied to the canvas (L) on the support panels (2); and architectural finish coating (4) based on the leveling layer (3).

[0168] In a second alternative, the suspended floor of the present patent consists of support elements (1) supporting the precast plates (5) and applied on the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) supported on the support elements (1); leveling layer (3) applied by adhesion on the pre-molded plates (5); and architectural finish coating (4) based on the leveling layer (3). [0169] In a third alternative, the suspended floor of this patent consists of supporting elements (1)

Petition 870160048804, of 9/2/2016, p. 44/62

27/32 supporters of the precast plates (5) and applied on the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) complemented by canvas (L) and supported on the support elements (1); leveling layer (3) and applied to the canvas (L) on the pre-formed plates (5); and architectural finish coating (4) based on the leveling layer (3).

[0170] In a fourth alternative, the suspended floor of the present patent consists of support elements (1) base of the structural panels (6) and applied on the substrate as constructed (SC); and structural panels (6) applied on the support elements (1) and also used as an architectural finish.

[0171] In a fifth alternative, the suspended floor of the present patent consists of support elements (1) applied and support panels of support (2) and applied on the substrate as constructed (SC); support panels (2) base of the cementitious plate (10) and supported on the support elements (1); cementitious plate (10) base of the waterproofing layer (11) and applied on support panels (2); waterproofing layer (11) base of the regularization layer (3) and applied over cementitious (10); leveling layer (3) base of the architectural finishing coating (4) and applied by adhesion on the waterproofing layer (11); and architectural finish coating (4) based on the leveling layer (3).

[0172] In a sixth alternative, the suspended floor of this patent consists of support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) and base of the structural panels (6) and supported on the support elements (1); structural panels (6) and supported

Petition 870160048804, of 9/2/2016, p. 45/62

28/32 on the support panels (2); and architectural finish cladding (4) seated on the structural panels (6).

[0173] In a seventh alternative, the suspended floor of the present patent consists of support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) complemented by canvas (L), base of the structural panels (6) and supported on the support elements (1); structural panels (6) supported on the support panels (2) and applied to the canvas (L); and finishing coating (4) seated on the structural panels (6).

[0174] In an alternative eighth, the suspended floor of the present patent consists of support elements (1) supporting the wooden and concrete or mortar sandwich plates (8) and applied on the substrate as constructed (SC); sandwich boards made of wood and concrete or mortar (8) supported on the support elements (1); and architectural finish coating (4) based on wooden and concrete or mortar sandwich plates (8).

[0175] In a ninth alternative, the suspended floor of the present patent consists of supporting elements (1) applied and supporting the metal plates (7) and applied on the substrate as constructed (SC); metal plates (7) base of the leveling layer (3) and supported on the support elements (1); leveling layer (3) base of the finishing coating (4) and applied by adhesion on the metal plates (7); and architectural finish coating (4) based on the leveling layer (3).

[0176] In a tenth alternative, the suspended floor of this patent consists of support elements (1) supporting the metal and concrete sandwich plates (9) and applied over the

Petition 870160048804, of 9/2/2016, p. 46/62

29/32 substrate as constructed (SC); metal and concrete sandwich plates (9) base of the finishing coating (4) and supported on the support elements (1); and finishing coating (4) seated on the metal and concrete sandwich plates (9).

[0177] In an eleventh alternative, the suspended floor of the present patent consists of support elements (1) applied and support of the precast plates (5) and applied on the substrate as constructed (SC); precast plates (5) base of the architectural finishing cladding (4) and supported on the support elements (1); and architectural finish cladding (4) pre-molded plates (5).

[0178] In a twelfth alternative, the suspended floor of this patent consists of support elements (1) supporting the concrete plates (5) and applied on the substrate as constructed (SC); and concrete plates (5) also used as an architectural finish.

[0179] In a thirteenth alternative, the suspended floor of the present patent consists of support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) complemented by canvas (L) and base for cementitious slabs (10) and supported on the support elements (1); cementitious plates (10) screwed to the support panels (2) on the canvas (L); and architectural finish cladding (4) seated on cementitious slabs (10).

[0180] In a fourteenth alternative, the suspended floor of the present patent may consist of support elements (1) base of the wooden and concrete or mortar sandwich plates (8) and applied on the substrate as constructed (SC); and sandwich plates from

Petition 870160048804, of 9/2/2016, p. 47/62

30/32 wood and concrete or mortar (8) applied on the supporting elements (1) and also used as an architectural finish.

[0181] In a fifteenth alternative, the suspended floor of this patent may consist of support elements (1) base of the metal and concrete sandwich plates (9) and applied on the substrate as constructed (SC); and metal and concrete sandwich plates (9) applied to the supporting elements (1) and also used as an architectural finish.

[0182] The support elements (1) have the function of supporting the upper loads equally, system balance, absorbing unevenness and lumps in the substrate or slab and stability of the support, as well as the entire suspended floor set. It has the capacity to absorb all the load from the suspended floor and transfer it, with very low deformation, to the constructed substrate.

[0183] The support panels (2) have the function of flat support, load distribution, support of machines / equipment / walls / furniture / cladding / people / objects with wheels / bathrooms / etc ..

[0184] The smoothing layer (3) has the function of sealing the edges of the support panels and any cracks, creating a leveled monolithic floor, allowing the application of coating and contributing to the distribution of surface loads; [0185] The architectural finishing coating (4) has the function of forming the final floor for circulation of people, support of furniture, meeting the requirements of architectural projects or health specifications or hospital or industrial standards and allowing maintenance and cleaning.

Petition 870160048804, of 9/2/2016, p. 48/62

31/32 [0186] The precast plates (5) have the function of flat support, load distribution, support of machines / equipment / walls, final finishing or for the application of concrete and formation of the monolithic floor.

[0187] The structural panels (6) have the function of flat support, load distribution, support of machines / equipment / walls and additionally have a finishing function.

[0188] The metal plates (7) have the function of flat support, load distribution, support of machines / equipment / walls, final finishing or for the application of concrete and formation of the monolithic floor.

[0189] Wooden and concrete or mortar sandwich plates (8), metal and concrete sandwich plates (9) and pre-formed plates (5) have the same function as flat support, load distribution, machine / equipment / wall support , final finishing or for applying concrete and forming the monolithic floor.

[0190] The cementitious slab (10) has the function of being the base for applying waterproofing layer (11) and / or base for applying the architectural finishing layer (4), providing the system with a dry construction and more light forming monolithic floor.

[0191] The waterproofing layer (11) has the function of waterproofing the suspended floor for application in damp areas.

[0192] The expansion joints (12) have the function of compensating for the expansion of the suspended floor.

[0193] The canvas (L) has the function of preventing contact between the leveling layer (3) or between the cementitious slabs

Petition 870160048804, of 9/2/2016, p. 49/62

32/32 (10) and the support panels (2) or the pre-molded plates (5) and avoid the penetration of moisture into the suspended floor of the present patent.

Petition 870160048804, of 9/2/2016, p. 50/62

1/11

Claims (24)

1. “CONSTRUCTION PROCESS FLOOR SUSPENSION ”, characterized by being composed: with a first level formed with structural components (CE); with the application of edge dilating components (CDB); with a second level formed with supporting components (CS); with a second level complement option with sealing component (CV); with a second level complement option with leveling component with or without leveling (CRN); and a third level formed by architectural finishing components (CAA) with the following sequence: A. The area is measured and the leveling, recesses and protrusions of the substrate as constructed (SC) are raised where the suspended floor will be applied; B. Hydrosanitary, electrical, gas, data and other utilities are located in the plant; C. Depending on the utilization load of the floor, the number of structural components (EC) is calculated: necessary support elements and the layout is made by distributing them without conflicting with the planned installations mentioned in B; D. The heights of each of the structural components (EC) are specified: support elements (1) according to the leveling of the site; E. The structural components (EC) are previously made: the support elements (1), taking into account the heights specified in item D; F. Supporting components (CS) are made in advance: chosen from support panels (2), pre-molded plates (5), structural panels (6), plates Petition 870160048804, of 9/2/2016, p. 52/62 2/11 metallic (7), the wooden and concrete or mortar sandwich plates (8) and the metal and concrete sandwich plates (9), with variable dimensions depending on the place to be installed and based on the floor plan bottom or substrate with the support elements positioned; G. The amount of materials for the leveling component with or without leveling (CRN) is previously calculated: the leveling layer (3) with or without canvas (L), depending on the plant and load applied to the suspended floor; H. Structural components (EC) are positioned: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item C, adjusting, if necessary, their height to obtain the leveling correction of the floor bottom; I. The edge expansion components (CDB) are installed: the expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars; J. Supporting components (CS) are supported: chosen from the support panels (2), the pre-molded plates (5), the structural panels (6), the metal plates (7), the wooden sandwich plates and concrete or mortar (8), the metal and concrete sandwich plates (9) on the structural components (CE): the support elements (1) with calculated spacing, meeting the requirements of expansion deformation, minimizing the formation of cracks ; K. The leveling component with or without leveling (CRN) is applied: the leveling layer (3), with or without the sealing component (CV): the canvas (L) and forming a monolithic floor; and L. The architectural finishing components (CAA) are installed: the finishing coating (4) according to the application. Petition 870160048804, of 9/2/2016, p. 53/62 3/11 2. “CONSTRUCTION PROCESS FLOOR SUSPENSION ”, with the same steps A, B, C, D and E, according to claim 1, characterized by, complementation with the following sequence: f. The supporting components (CS) and architectural finishing components (CAA) are made in advance: chosen from precast panels (5), structural panels (6), metal plates (7), wooden and concrete or mortar sandwich plates (8) and metal and concrete sandwich plates (9), with variable dimensions depending on the location and the load capacity to be installed and based on the floor plan with the supporting elements positioned; g. The structural components (CE) are applied: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item c, adjusting, if necessary, their height to obtain the leveling correction of the lower floor ; H. The edge expansion components (CDB) are installed: the expansion joints (12) between the supporting components (CS) and architectural finishing components (CAA) and the fixed element such as walls or beams or pillars; and i. The supporting components (CS) and architectural finishing components (CAA) are applied: chosen from pre-molded plates (5), structural panels (6), metal plates (7), wooden and concrete sandwich plates or mortar (8) and the metal and concrete sandwich plates (9) on the structural components (CE): the support elements (1) minimizing the formation of cracks and perfectly sealing their edges, when necessary. Petition 870160048804, of 9/2/2016, p. 54/62 4/11 3. “CONSTRUCTION PROCESS FLOOR SUSPENSION ”, with the same steps A, B, C, D and E, according to claim 1, characterized by, complementation with the following sequence: FF. The supporting components (CS) are previously made: chosen from the support panels (2), the pre-molded plates (5), the structural panels (6), the metal plates (7), the wooden sandwich plates and concrete (8) and the metal and concrete sandwich plates (9), with variable dimensions depending on the location and the load capacity to be installed and based on the floor plan with the supporting elements positioned; GG. The structural components (CE) are applied: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item CC, adjusting, if necessary, its height to obtain the leveling correction of the lower floor ; HH. The edge expansion components (CDB) are installed: the expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars; II. The supporting components (CS) are applied: chosen from the support panels (2), the pre-molded plates (5), the structural panels (6), the metal plates (7), the wooden and concrete sandwich plates (8) and the metal and concrete sandwich plates (9) on structural components (CE): the supporting elements (1) minimizing the formation of cracks and perfectly sealing their edges, when necessary; JJ. The leveling component with or without leveling (CRN) is applied: cementitious plate (10), with Petition 870160048804, of 9/2/2016, p. 55/62 5/11 or without sealing component (CV): tarpaulin (L), forming a monolithic floor; and KK. The architectural finishing components (CAA) are laid: the architectural finishing coating (4) according to the application. 4. “CONSTRUCTION PROCESS FLOOR SUSPENSION ”, with the same steps A, B, C, D and E, according to claim 1, characterized by, complementation with the following sequence: ff. The supporting components (CS) are made in advance: chosen from precast plates (5), structural panels (6), metal plates (7), wooden and concrete sandwich plates (8) and sandwich plates metal and concrete (9), with variable dimensions depending on the location and the load capacity to be installed and based on the floor plan with the supporting elements positioned; gg. The structural components (CE) are applied: the support elements (1) on the substrate as constructed (SC) according to layout, mentioned in item cc, adjusting, if necessary, their height to obtain the leveling correction of the lower floor ; hh. Edge expansion components (CDB) are installed: expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars; ii. The supporting components (CS) are applied: chosen from precast plates (5), structural panels (6), metal plates (7), wooden and concrete sandwich plates (8) and metal and concrete sandwich plates ( 9) about components Petition 870160048804, of 9/2/2016, p. 56/62 Structural 6/11 (CE): the support elements (1) minimizing the formation of cracks and perfectly sealing their edges, when necessary; and jj. The architectural finishing components (CAA) are laid: the architectural finishing coating (4) according to the application. 5. “SUSPENDED FLOOR”, characterized by containing support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) and base of the leveling layer (3) and supported on the support elements (1); leveling layer (3) base of the architectural finishing layer (4) and applied by adhesion on the support panels (2); and architectural finish coating (4) based on the leveling layer (3). 6. “SUSPENDED FLOOR”, characterized by, in a first alternative, containing support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) complemented by canvas (L) and base of the leveling layer (3) and supported on the support elements (1); leveling layer (3) base of the architectural finishing coating (4) and applied to the canvas (L) on the support panels (2); and architectural finish coating (4) based on the leveling layer (3). 7. “SUSPENDED FLOOR”, characterized in that, in a second alternative, it contains support elements (1) that support the pre-molded plates (5) and are applied on the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) supported on the support elements (1); leveling layer (3) applied by adhesion on the pre-molded plates (5); and architectural finish coating (4) based on the leveling layer (3). Petition 870160048804, of 9/2/2016, p. 57/62 7/11 8. “SUSPENDED FLOOR”, characterized in that, in a third alternative, it contains support elements (1) supporting the pre-molded plates (5) and applied on the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) complemented by canvas (L) and supported on the support elements (1); leveling layer (3) and applied to the canvas (L) on the pre-formed plates (5); and architectural finish coating (4) based on the leveling layer (3). 9. “SUSPENDED FLOOR”, characterized in that, in a fourth alternative, it contains support elements (1) base of the structural panels (6) and applied on the substrate as constructed (SC); and structural panels (6) applied on the support elements (1) and also used as an architectural finish. 10. “SUSPENDED FLOOR”, characterized in that, in a fifth alternative, it contains support elements (1) applied and supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) base of the cementitious plate (10) and supported on the support elements (1); cementitious plate (10) base of the waterproofing layer (11) and applied on support panels (2); waterproofing layer (11) base of the regularization layer (3) and applied over cementitious (10); leveling layer (3) base of the architectural finishing coating (4) and applied by adhesion on the waterproofing layer (11); and architectural finish coating (4) based on the leveling layer (3). 11. "SUSPENDED FLOOR", characterized in that, in a sixth alternative, it contains support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) and base of the structural panels (6) and supported on the support elements (1); structural panels (6) and supported Petition 870160048804, of 9/2/2016, p. 58/62 8/11 on the support panels (2); and architectural finish cladding (4) seated on the structural panels (6). 12. “SUSPENDED FLOOR”, characterized in that, in a seventh alternative, it contains support elements (1) supporting the support panels (2) and applied on the substrate as constructed (SC); support panels (2) complemented by canvas (L), base of the structural panels (6) and supported on the support elements (1); structural panels (6) supported on the support panels (2) and applied to the canvas (L); and finishing coating (4) seated on the structural panels (6). 13. “SUSPENDED FLOOR”, characterized in that, in the eighth alternative, it contains support elements (1) supporting the wooden and concrete or mortar sandwich plates (8) and applied on the substrate as constructed (SC); sandwich boards made of wood and concrete or mortar (8) supported on the support elements (1); and architectural finish coating (4) based on wooden and concrete or mortar sandwich plates (8). 14. “SUSPENDED FLOOR”, characterized by the fact that, in a ninth alternative, it contains support elements (1) applied and supports the metal plates (7) and applied on the substrate as constructed (SC); metal plates (7) base of the leveling layer (3) and supported on the support elements (1); leveling layer (3) base of the finishing coating (4) and applied by adhesion on the metal plates (7); and architectural finish coating (4) based on the leveling layer (3). 15. “SUSPENDED FLOOR”, characterized in that, in a tenth alternative, it contains support elements (1) supporting the metal and concrete sandwich plates (9) and applied on the substrate as constructed (SC); metal and concrete sandwich plates (9) base of Petition 870160048804, of 9/2/2016, p. 59/62 9/11 finishing coating (4) and supported on the support elements (1); and finishing coating (4) seated on the metal and concrete sandwich plates (9). 16. “SUSPENDED FLOOR”, characterized in that, in an eleventh alternative, it contains support elements (1) applied and supports of the pre-molded plates (5) and applied on the substrate as constructed (SC); precast plates (5) base of the architectural finishing cladding (4) and supported on the support elements (1); and architectural finish cladding (4) pre-molded plates (5). 17. “SUSPENDED FLOOR”, characterized in that, in a twelfth alternative, it contains support elements (1) supporting the concrete plates (5) and applied on the substrate as constructed (SC); and concrete plates (5) also used as an architectural finish. 18. “SUSPENDED FLOOR”, built according to the processes mentioned in claims 1, 2, 3 or 4, characterized in that, in a thirteenth alternative, it contains support elements (1) supporting the support panels (2) and applied on the substrate as built (SC); support panels (2) complemented by canvas (L) and base for cementitious slabs (10) and supported on the support elements (1); cementitious plates (10) screwed to the support panels (2) on the canvas (L); and architectural finish cladding (4) seated on cementitious slabs (10). 19. “SUSPENDED FLOOR”, characterized in that, in a fourteenth alternative, it contains support elements (1) base of the wooden and concrete or mortar sandwich plates (8) and applied on the substrate as constructed (SC); and wooden sandwich boards and Petition 870160048804, of 9/2/2016, p. 60/62 10/11 concrete or mortar (8) applied to the supporting elements (1) and also used as an architectural finish. 20. “SUSPENDED FLOOR”, characterized in that, in a fifteenth alternative, it contains support elements (1) base of the metal and concrete sandwich plates (9) and applied on the substrate as constructed (SC); and metal and concrete sandwich plates (9) applied to the supporting elements (1) and also used as an architectural finish. 21. “SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS”, according to claims 1 to 20, characterized by overlapping backers with the use of mortar or adhesive glue in differences of levels that can reach 1.10m. 22. “SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS”, according to claims 1 to 20, characterized by the installation of camera and lighting automation systems in the floor. 23. "SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS", according to claims 1 to 20, characterized by installation of grilles for floor air conditioning, installation of floor lighting, vacuum, compressed air, lower sound, cables and heating ducts, without the need to implement yet another level of counter floor. 24. "COMPONENTS" according to claims 1 to 20, characterized by support elements (1) of triangular or circular or polygonal shape in concrete or mortar; support panels (2) of polygonal shape, in plywood or reconstituted wood; leveling layer (3) in concrete or regulating and leveling mortar; finishing coatings Petition 870160048804, of 9/2/2016, p. 61/62 Architectural 11/11 (4) chosen from ceramic material, wood, carpet, granite, marble and slate; precast plates (5) of polygonal shape in precast concrete; structural panels (6) chosen from plastic, granite, marble, slate and concrete; metal plates (7) chosen from carbon steel and aluminum material and flat or calendered format; sandwich boards of wood and concrete or mortar (8) in wood adhered in material chosen between concrete and mortar; metal and concrete sandwich plates (9) in metal adhered with material chosen from concrete and mortar; cement plates (10) in material chosen from cement and fiber cement; waterproofing layer (11) formed by material chosen between blanket and application of liquid by absorption or not; expansion joints (12), in material chosen from EPS, rubber, EVA, elastomers and formatted in a way chosen between molded and vulcanized at room temperature; and canvas (L) in plastic film and polymerized resin. Petition 870160048804, of 9/2/2016, p. 62/62 1/12