WO2017035622A1

WO2017035622A1 - Suspended floor construction method and corresponding components

Info

Publication number: WO2017035622A1
Application number: PCT/BR2016/050219
Authority: WO
Inventors: Jacson POLESE DOS SANTOS
Original assignee: Polese Dos Santos Jacson
Priority date: 2015-09-03
Filing date: 2016-09-02
Publication date: 2017-03-09
Also published as: BR102015021563A2

Abstract

The invention patent relates to a method for constructing suspended floors and to the corresponding components, of use in civil engineering for building houses, offices, shops, hydroelectric power plants, harbours, airports and industrial plants, in order to obtain a suspended construction that allows the installation of all types of utilities required, while complying with regulations relating to fire prevention, thermal insulation and acoustic insulation, by means of an innovative structure that optimises the floor construction process with high-quality functional products, making it easier to level slabs, optimising the process, reducing waste, increasing load-bearing capacity and stability, applicable in all environments and making it possible to install all types of utilities, electrical, hydraulic, air-conditioning, data processing, compressed air, hydropneumatic, vacuum or gas systems, improving acoustic and thermal insulation and the stability of the floor, easy and safe to use at low cost.

Description

"SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS"

[01] The present patent refers to the process of suspended floor construction and corresponding components, applied in the construction of residential buildings, offices, commerce, HPP, ports, airports and industry and for the purpose of obtaining suspended construction. that meets the installation of all types of necessary utilities and complying with the rules on fire propagation, thermal insulation and acoustic insulation, through innovative constructivity that allows optimizing the floor construction process with quality and functional products, bringing advantages of Easier slab leveling, optimized process, less waste, greater load capacity, applied in any environment, enables any type of utility installation whether electrical, hydraulic, air conditioning, logic, compressed air, hydro-pneumatic systems, vacuum or gas, better sound and thermal insulation and better floor mobility, with simple and safe application at low cost.

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

[03] Concrete structures in buildings, as well as other materials such as steel and composite, are quite rigid, as they have many generally hyperstatic crimps, but even though they are simply supported structures, the assembly remains rigid transmitting noise and impact that are countered by engineering. through costly techniques and low results

[04] Regarding the layout aspect of the apartment or office is unique or restricted to some floor plans that are built without flexibility for future changes, without waiting for bathrooms, kitchen, living rooms, etc., making layout changes difficult after finished and without deadline to do so. Difficulty installing floor air grilles, floor lighting installation, vacuum, lower sounding compressed air, cables and heater ducts for floor heating deployment, with the need to implement another level of subfloor.

[05] From a maintenance point of view, 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 pipes and fittings in any and all point of the property and making it difficult to install grids for floor air conditioning, installation of floor lighting, vacuum, compressed air and lower sound. It does not allow to install heating cables and ducts for floor heating deployment, 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 concrete forms and facilitates the error in the concreting of different levels. [07] Under the aspect of complying with fire propagation, thermal insulation and acoustic insulation regulations, a greater thickness of the slab and / or concrete floor is currently adopted.

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

[09] Floor with plastic or steel tower support element with table or base on the top, having to be supported on a level floor and free of concreting stones and to be adjusted by tapping with the short slider. 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 by unevenness of the floor due to the bending of the support elements and the lowering of the table with the derailing caused by conventional vibration of the floor and the application of steel elements corrosion occurs.

[010] Werden Monolithic Raised Floor Application Process is by distributing a "vacum form" PVC blanket with close arch-shaped feet to be filled over the existing floor with the need to be supported on a level floor , with juxtaposition of the edges and bonding by self-adhesive tapes, ensuring total sealing. Finishes are prepared by the walls, columns and eventual uneven tops; assemble the metal frames for the inspection boxes; jigs are distributed to socket boxes and linear air conditioning grilles, if the workplaces are previously defined; Progressive filling with displacement of separating movable bars is then done. This process has disadvantages of requiring specialized and well-trained workforce, of high installation time, of not using conventional materials of the market, of any break in the monolithic cause the concrete leakage causing loss of space between floors and high acquisition cost.

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

[012] Brazilian patent BR 20 2013 031461 2 U2 named

"constructive arrangement introduced in raised floor stand pedestal and extender assembly" which revealed a pedestal and extender assembly of the type to feature raised floor support and composition for general environments.

[013] Brazilian patent MU 8800342-6 U2 named

"arrangement introduced in raised floor element assembly and its pedestals" which revealed a raised floor element assembly and its pedestals, belonging to the field of building materials.

[014] Brazilian patent PI 0901662-7 called "precast housing module" which revealed a solid, beamed base to receive the standard precast slab panel, which should be hoisted by a munck truck and placed in place previously. demarcated.

[015] Brazilian patent PI 0702442-8 Al called "raised floor building construction system" which revealed a floor composed of a slab with raised floor reception structure and raised contour or closing walls, with at least one further provision being made. , an energy pipes, telephony, data plumbing passage shaft, water, fire, gas, which extends vertically throughout the building, regardless of the number of floors of the building.

[016] US patent US2011041423 called "floor replacement panel" which revealed a top plate with corner forming sections and leveling legs for height adjustment.

[017] US Patent US2009282766 named

"integrated floor system access structure" which revealed a plurality of removable panels to provide access to the under floor space that would be inaccessible on a conventional floor.

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

[019] US Patent US2001034987 named

The "floor system" that unveiled the utility terminal includes a floor that has an access cavity, a support stand, and an upper surface. The support plate is positioned within the access cavity, and has at least one access opening.

[020] US Patent US2002026757 named

"floor access system" which has revealed an access floor system including an access floor panel having an upper surface and an opposite lower surface and at least one pedestal.

[021] US Patent US2003177723 named

"raised floor access system" that revealed a shallow metal bracket with a bottom wall and a shallow opening upwards compartment. The floor panel is supported on a pedestal with a base that has built-in mounting and fastening characteristics to engage the connecting wires and cable management.

Mexican patent MXPA02011144 called "Resilient Floor Access System Pedestal Head" which has revealed a support head that is sufficiently resilient to allow alignment of floor panels during floor panel and floor panel installation. to allow individual access to maintain their original position.

[023] French patent FR2613405 called "raised floor panel" which revealed a panel of modular elements at a distance from the base floor comprising a series of self-supporting prefabricated beams which are juxtaposed together along their longitudinal axis. .

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

[025] (a) insect entry;

[026] (b) Need for level floor and or execution of subfloor;

[027] c) High cost of implementation;

[028] d) Difficulty of access to hydraulic, electrical and other installations; [029] e) Medium sound insulation;

[030] (f) low thermal insulation;

[031] (g) use of fire propagating material;

[032] h) Exaggerated proximity to system support feet

Werdem, making it difficult to pass pipes later;

[033] (i) Requirement of technical roadmap for system implementation

Werdem and unique concrete;

[034] (j) Difficulty in handling plastic parts subjected to denting when concreting the Werden system;

[035] (k) need for exclusivity in equipment and tools in the Werden system;

[036] (i) Insecurity in load distribution on plates resting on one corner of the support tower on supports using regulating tables;

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

[038] (k) High precision pole tower verticality, bringing contact imbalance between the support platform and the raised floor plate;

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

[040] m) discomfort when walking, by moving plates on the supports;

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

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

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

[044] q) Difficulties in closing entire environments due to the modular characteristic, usually 60cmx60cm;

[045] r) Limitations on external use;

[046] (s) Impossibility of masonry or masonry walls

Drywall directly on the raised floor;

[047] (t) dryness in the plastics of the supporting towers;

[048] (u) Cleaning impaired by the type of floor covering and raised floor modulation system;

[049] v) Need for redirection of pipes, 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] "SUSPENDED FLOOR CONSTRUCTION PROCESS

AND CORRESPONDING COMPONENTS ", object of the present patent, was developed to overcome the limitations, drawbacks and disadvantages of the current building processes and raised floors, because through innovative constructiveness it obtained an optimized process of suspended floor construction with specially designed components, With the ability to lift walls on it, through the monolithic concept, bringing advantages of easier slab leveling, optimized process, less waste, greater load capacity, greater stability, applied in any environment, enables any type of installation. utilities be it electrical, hydraulic, air conditioning, logic, compressed air, hydro-pneumatic, vacuum or gas systems, better acoustic and thermal insulation, less fire spread and better floor stability, simple and safe application at low cost.

[053] Technical problems that the foregoing does not solve and how it was solved by the construction process and suspended floor components of this patent:

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

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

[056] C) Use of base elements for support, solved by means of concrete support elements already calculated in height according to the unevenness of the suspended floor location of the present patent;

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

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

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

[060] G) Applied only on structural slab, solved by the adoption of a triangular or rectangular or square or circular shape of high stability and floating on the suspended floor substrate of the present patent;

[061] H) Difficulty in the 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 distribution of these tubes and systems before the application of the suspended floor of the present patent. ;

[062] I) Insect and dirt passage between the individual plates, solved by regularization on the plates with mortar, conventional concrete or self-leveling suspended floor concrete of the present patent; [063] J) Breakage or deformation of individual plates, solved by the application of various support elements on a plate distributing forces throughout the suspended floor of the present patent;

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

[065] M) Do not receive walls on the raised floor, even dry walls, solved by the high support capacity and excellent weight distribution on the raised floor with the possibility of waterproofing the supporting slab and also on the floor itself. elevated and may install, on the suspended floor, dry or wet walls or with various pipes of the suspended floor of the present patent; and

[066] N) Inefficient support of static or vibrating or moving machinery and equipment, solved by high load bearing and high stability support elements by the application of lightweight or high-weight floor structural concrete slabs suspended from the present patent;

[067] O) Concrete structures in buildings as well as other materials such as steel and mixed materials are quite rigid as they have many generally hyperstatic crimps, but even as simply supported structures the assembly remains rigid transmitting noise and impact that are counteracted. It is engineered through cost-effective, low-performance techniques, solved through a flexible, monolithic modular process that provides the rigidity necessary to meet comfort requirements, but because it is a simply supported multilayer floor, it absorbs airborne sound vibrations and impact, preventing vibrations from passing through the structure, made possible by the suspended floor construction process of the present patent;

[068] P) Inability to perfectly close corners and burrs of corrugated columns or walls, solved by the flexibility of cuts, repositioning of supports and load redistribution of the suspended floor of the present patent; and

[069] Q) Limitation on the use of flooring, solved by subfloor application technology, enabling the execution of any commercially available coating and any suspended floor coating technology of the present patent.

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

[071] 1. Solving comfort conditions in affordable and simple buildings, meeting the most stringent requirements of building standards, providing superior performance in the context of sound insulation;

[072] 2. Eliminates the paradigm of pre-wall installation all piping, which can be planned in advance, still under design, and then the suspended floor that will hold all waits for the bathrooms, kitchen, rooms, etc., releasing for walls and finishes which will be executed later; [073] 3. Facilitates the change of environment after completion and without deadline to do so and the real estate product becomes a space where there is the possibility of installing any environment anywhere;

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

[075] 5. Meets contemporary housing and work unit requirements, making construction a more environmentally friendly industry, considerably reducing waste generation as 75% of all waste is in need of reform. suspended floor components;

[076] 6. Since air is trapped under the suspended floor, there is an excellent thermal insulator and in case of 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 of the suspended floor with temperature reductions very significantly, contributing to compliance with fire structure standards;

[077] 7. In toilets conventionally built in buildings, fire and smoke penetrate upstairs through sewage pipes, which melt when exposed to heat. In properties that use the suspended floor, we have the sewer pipe installed on the floor, without drilling holes in slabs, preventing the penetration of flames or smoke by drilling. In cases of plumbing, there is a need to use appropriate closure and shafi systems;

[078] 8. Opens numerous maintenance methodologies. Hydraulic, air conditioning, electrical maintenance are facilitated in any and all positioning of the suspended floor, with small openings where access to the floor and pipes. Absorbs new flexible water piping technologies, making it easy to replace pipes and fittings anywhere and anywhere in the property;

[079] 9. For excellent stability it is possible to override supporters with the use of mortar or adhesive, 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 of levels that may reach 1.1 Om;

[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 in the floor it is possible to monitor full time and on. Unites all pipes of the real estate product, such as sewage, cold water, hot water, air conditioning, gas, etc .;

[081] 11. Facilitates the installation of floor air grilles, floor lighting, vacuum, compressed air and even lower sounding installation;

[082] 12. It is possible to install heating cables and ducts for floor heating installation in the suspended floor itself, without the need to implement another level of counter floor; and

[083] 13. Safety and comfort in walking as a monolithic suspended construction system. [084] For a better understanding of the present invention the following drawings are attached:

FIGURE 1, showing the diagram of the suspended floor manufacturing process of the present invention;

FIGURE 2, showing the diagram of the first alternative of the suspended floor manufacturing process of the present patent;

FIGURE 3 showing the diagram of the second alternative of the floor manufacturing process of the present patent;

FIGURE 4, showing the diagram of the third alternative of the suspended floor manufacturing process of the present patent;

FIGURE 5 showing the enlarged cross-sectional front view of the suspended floor of the present invention in its preferred form;

FIGURE 6, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its first alternative;

FIGURE 7, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its second alternative;

FIGURE 8, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its third alternative;

FIGURE 9, showing the enlarged sectional front view of the suspended floor of the present invention in its fourth alternative;

FIGURE 10 showing the enlarged cross-sectional front view of the suspended floor of the present invention in its fifth alternative;

FIGURE 11 showing the enlarged cross-sectional front view of the suspended floor of the present invention in its sixth alternative;

FIGURE 12, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its seventh alternative;

FIGURE 13, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its eighth alternative;

FIGURE 14, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its ninth alternative;

FIGURE 15, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its tenth alternative;

FIGURE 16, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its eleventh alternative;

FIGURE 17, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its twelfth alternative;

FIGURE 18, showing the enlarged cross-sectional front view of the suspended floor of the present invention in its thirteenth alternative;

FIGURE 19 showing the enlarged cross-sectional front view of the suspended floor of the present invention in its fourteenth alternative; and FIGURE 20, showing the enlarged cross-sectional front view of the suspended floor of the present invention 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 compression-resistant structural (EC) components, spaced apart creating voids for utility passageways and responsible for the floor support base. and dividing walls, sized according to the applied load, generally distributed or walled load; by applying edge expansion components (CBDs) to allow axial expansion, without affecting the integrity of the suspended floor and fixed construction elements, and so that rigid building expansions do not pathologically affect the suspended floor or real estate unit; with a second level formed with closure, sealing and flexural strength supporting components (CS) to absorb and distribute the handling loads on the suspended floor and of coatings, furniture and other overloads applied to the suspended floor; with a second level complement option with sealing component (CV) as a moisture barrier, to compensate for expansion between different materials and allows the reuse of structural components (EC) and supporting components (CS) in case of maintenance or renovation of the real estate product with flexibility and waterproofing characteristics; with a second-level add-on option with leveling or non-leveling (CRN) smoothing component for ripple removal, crevice removal and transformation into 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 tier consisting of architectural finishing components (CAA) to facilitate cleaning, meet architectural requirements and comfort requirements and safety, hygiene and aesthetic standards.

[0106] The floor standing construction process of the present patent is as follows:

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;

[0108] B. Hydro-sanitary, electrical, gas, data and other utilities facilities are located on the plant;

[0109] C. Depending on the floor load, the number of structural components (EC): supporting elements required shall be calculated and the layout distributed without conflicting with the intended installations mentioned in B ;

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

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

F. Supporting components (CS) are pre-made: supporting panels (2) or precast plates (5) or structural panels (6) or metal plates (7) or sandwich plates wood and concrete or mortar (8) or slabs metal and concrete sandwich (9), with dimensions varying according to the place to be installed and based on the floor plan or substrate with the support elements positioned;

[0113] G. The quantity of materials for the leveling or non-leveling smoothing component (CRN) is calculated in advance: the smoothing layer (3) with or without tarpaulin (L), depending on the floor plan and load applied suspended;

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

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;

J. Supporting components (CS) are supported: supporting panels (2) or precast plates (5) or structural panels (6) or metal plates (7) or sandwich plates wood and concrete or mortar (8) or metal and concrete sandwich plates (9) on structural components (EC): the support elements (1) with calculated spacing, meeting the requirements for swelling deformation, minimizing the formation of cracks;

K. The leveling or non-leveling component (CRN) is applied: the leveling layer (3) with or without the sealing component (CV): the tarpaulin (L) and forming a monolithic floor; and

L. Architectural Finishing Components (CAA): Finishing Finish (4) according to application.

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

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

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

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

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

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

[0125] f. Supporting components (CS) and architectural finishing components (CAA) are pre-made: precast plates (5) or structural panels (6) or metal plates (7) or wood and concrete sandwich plates or mortar (8 ) or metal and concrete sandwich plates (9), varying in size depending on the location and load capacity to be installed and based on the lower floor plan with the supporting elements in place;

[0126] g. Structural components (EC) are applied: the supporting elements (1) on the substrate as constructed (SC) according to layout, cited in item c, adjusting, if necessary, their height to obtain lower floor leveling correction ;

[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. Supporting (CS) and Architectural Finishing (CAA) components apply: precast plates (5) or structural panels (6) or metal plates (7) or wood and concrete sandwich plates or mortar (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 raised floor construction process of the present invention may be as follows:

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

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

[0132] CC. Depending on the floor load, 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 installations mentioned in BB;

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

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

[0135] FF. Pre-made support components (CS): support panels (2) or precast plates (5) or structural panels

(6) or metal plates (7) or wood and concrete sandwich plates (8) or metal and concrete sandwich plates (9), varying in size depending on the location and load capacity to be installed and based on in the lower floor plan with the support elements positioned;

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

[0137] HH. Edge expansion components are installed

(CDB): the expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars; [0138] II. Supporting components (CS) apply: support panels (2) or precast plates (5) or structural panels (6) or metal plates (7) or wood and concrete sandwich plates (8 ) or metal and concrete sandwich plates (9) on structural components (EC): the supporting elements (1) minimizing 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): tarpaulin (L), forming a monolithic floor; and

[0140] KK. Architectural Finishing Components (CAA): Architectural Finishing Coating (4) according to the application.

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

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

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

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

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

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

[0147] ff. Supporting components (CS) are pre-made: precast plates (5) or structural panels (6) or metal plates (7) or wood and concrete sandwich plates (8) or metal sandwich plates and concrete (9), with dimensions varying according to the location and load capacity to be installed and based on the lower floor plan with the supporting elements positioned;

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

[0149] hh. Edge expansion components are installed

(CDB): the expansion joints (12) between the supporting components (CS) and the fixed element such as walls or beams or pillars;

[0150] ii. Supporting components (CS) apply: precast plates (5) or structural panels (6) or metal plates (7) or wood and concrete sandwich plates (8) or metal and concrete sandwich plates (9) on structural components (EC): support elements (1) minimizing crevice formation and perfectly sealing their edges when necessary; and

[0151] jj. Architectural Finishing Components (CAA): Architectural Finishing Coating (4) according to the application.

According to said figures the components used in the present patent are as follows:

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

[0154] 2. Support panels (2) of polygonal shape in commercially available dimensions and may be resized by cut-outs, plywood or reconstituted wood, such as chipboard or MDF or OSB, applied as supporting components (CS );

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

[0156] 4. Architectural finishing coatings (4) Sized to architectural design on ceramic, or wood, or carpet, or granite, or marble or slate or any commercially available coating applied as architectural finishing components (CAA) );

[0157] 5. Preformed slabs (5) of polygonal shape dimensioned according to the applied load, in precast concrete and applied as supporting components (CS) and / or architectural finishing components (CAA);

[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), carbon steel or aluminum, flat or calendered, prefabricated and applied as supporting components (CS) and / or architectural finishing components (CAA);

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

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

[0162] 10. Cement or fibre-cement cement plates (10), 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 (Cl);

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

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

According to said figures, the suspended floor of the present invention consists of supporting elements (1) supporting the supporting panels (2) and applied to the substrate as constructed (SC); supporting panels (2) and base of the leveling layer (3) and resting on the supporting elements (1); smoothing layer (3) base of the architectural finishing layer (4) and adhered to the supporting panels (2); and architectural finishing coating (4) seated on the leveling layer (3).

In a first alternative, the suspended floor of the present invention consists of supporting elements (1) supporting the supporting panels (2) and applied to the substrate as constructed (SC); support panels (2) complemented by tarpaulin (L) and base of the leveling layer (3) and supported on the support elements (1); smoothing layer (3) base of the architectural finishing coating (4) and applied to the canvas (L) on the supporting panels (2); and architectural finishing coating (4) seated on the leveling layer (3).

In a second alternative, the suspended floor of the present invention consists of support elements (1) supporting the precast plates (5) and applied to the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) supported on the support elements (1); smoothing layer (3) adhered to the precast plates (5); and architectural finishing coating (4) seated on the leveling layer (3).

[0169] In a third alternative, the suspended floor of the present invention consists of support elements (1) supporting the precast plates (5) and applied to the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) complemented by tarpaulin (L) and supported on the support elements (1); smoothing layer (3) and applied to the tarpaulin (L) on precast plates (5); and architectural finishing coating (4) seated on the leveling layer (3).

In a fourth alternative, the suspended floor of the present invention is comprised of supporting elements (1) based on the structural panels (6) and applied to the substrate as constructed (SC); and structural panels (6) applied on the supporting elements (1) and also used as architectural finishing.

[0171] In a fifth alternative, the suspended floor of the present invention is comprised of supporting elements (1) applied and supporting panels (2) and applied to 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 (11) and applied on support panels (2); waterproofing layer (11) base of the regularization layer (3) and applied on cementitious (10); smoothing layer (3) base of the architectural finishing coating (4) and adhered to the waterproofing layer (11); and architectural finishing coating (4) seated on the leveling layer (3).

In a sixth alternative, the suspended floor of the present invention consists of supporting elements (1) supporting the supporting panels (2) and applied to the substrate as constructed (SC); support panels (2) and base of structural panels (6) and supported on the support elements (1); structural panels (6) and supported on the supporting panels (2); and architectural finishing (4) seated on the structural panels (6).

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

[0174] In an eighth alternative, the suspended floor of the present invention is comprised of supporting elements (1) supporting the wood and concrete sandwich boards or mortar (8) and applied to the substrate as constructed (SC); sandwich boards made of wood and concrete or mortar (8) resting on the supporting elements (1); and architectural finishing (4) seated on wood and concrete sandwich boards or mortar (8).

In a ninth alternative, the suspended floor of the present invention consists of supporting elements (1) applied and metal plate supports (7) and applied to the substrate as constructed (SC); metal plates (7) at the base of the leveling layer (3) and supported on the support elements (1); smoothing layer (3) base of the finishing coat (4) and adhered to the metal plates (7); and architectural finishing coating (4) seated on the leveling layer (3).

In a tenth alternative, the suspended floor of the present invention consists of supporting elements (1) supporting the metal and concrete sandwich plates (9) and applied to the substrate as constructed (SC); metal and concrete sandwich plates (9) finish cover base (4) and supported on the support elements (1); and finishing lining (4) seated on the metal and concrete sandwich plates (9).

[0177] In an eleventh alternative, the suspended floor of the present invention is comprised of support elements (1) applied and precast plate support members (5) and applied to the substrate as constructed (SC); precast plates (5) base of the architectural finishing coating (4) and supported on the supporting elements (1); and architectural finishing cladding (4) seated precast plates (5).

[0178] In a twelfth alternative, the suspended floor of the present invention consists of supporting elements (1) supporting the concrete plates (5) and applied on the substrate as constructed (SC); and concrete slabs (5) also used as architectural finishing.

In a thirteenth alternative, the suspended floor of the present invention is comprised of supporting elements (1) supporting the supporting panels (2) and applied to the substrate as constructed (SC); support panels (2) complemented by tarpaulin (L) and base for cementitious plates (10) and supported on the support elements (1); cementitious plates (10) bolted to the support panels (2) on the tarpaulin (L); and architectural finishing (4) seated on cementitious plates (10).

[0180] In a fourteenth alternative, the suspended floor of the present invention may consist of supporting elements (1) base of the wood and concrete sandwich boards or mortar (8) and applied to the substrate as constructed (SC); and sandwich boards made of wood and concrete or mortar (8) applied on the supporting elements (1) and also used as architectural finishing.

In a fifteenth alternative, the suspended floor of the present invention may consist of support elements (1) base of the metal and concrete sandwich plates (9) and applied to the substrate as constructed (SC); and metal and concrete sandwich plates (9) applied on the supporting elements (1) and also used as architectural finishing.

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

[0183] Support panels (2) have the function of flat support, load distribution, support of machinery / equipment / walls / furniture / coverings / people / wheeled objects / toilets / etc ..

[0184] The smoothing layer (3) has the function of sealing the edges of the support panels and eventual cracks creating a level monolithic floor, enabling coating application and contributing to the distribution of surface loads;

[0185] Architectural Finish Coat (4) has the function of forming the final floor for movement of people, support of furniture, meeting architectural design requirements or health specifications or hospital or industrial standards and allowing maintenance and cleaning.

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

[0187] The structural panels (6) have the function of flat support, load distribution, support of machinery / equipment / walls and additionally have finishing function. [0188] The metal plates (7) have the function of flat support, load distribution, support of machines / equipment / walls, final finishing or for concrete application and formation of monolithic floor.

[0189] Sandwich boards made of wood and concrete or mortar

(8), metal and concrete sandwich plates (9) and precast plates (5) have the same function of flat support, load distribution, support of machinery / equipment / walls, final finishing or for concrete application and monolithic floor formation.

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

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

[0192] Expansion joints (12) are intended to compensate for expansion of the suspended floor.

[0193] The tarpaulin (L) has the function of avoiding contact between the smoothing layer (3) or between the cementitious plates (10) and the support panels (2) or the precast plates (5) and to avoid moisture penetration into the suspended floor of the present patent.

Claims

1. "SUSPENDED CONSTRUCTION PROCESS

FLOOR ", characterized in that it is composed of: with a first level formed with structural components (CE); with application of edge expansion components (CDB); with a second level formed with supporting components (CS); with a complement option in the second level with sealing component (CV), with a second level complement option with leveling or non-leveling component (CRN), and a third level consisting of architectural finishing components (CAA) with the following sequence:

B. Hydro-sanitary, electrical, gas, data and other utilities facilities are located in the plant;

C. Depending on the floor load, the number of structural components (EC) is calculated: supporting elements required 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: supporting elements (1) according to site leveling;

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

F. Pre-made support components (CS): chosen from support panels (2), precast plates (5), structural panels (6), metal plates (7), sandwich plates wood and concrete or mortar (8) and metal and concrete sandwich plates (9), with varying dimensions depending on the location to be installed and based on the floor plan or substrate with the support elements positioned;

G. The quantity of materials for the leveling or non-leveling smoothing component (CRN) is calculated in advance: the smoothing layer (3) with or without tarpaulin (L), as a function of the plant and load applied to the suspended floor;

H. Structural components (CE) are positioned: the supporting elements (1) on the substrate as constructed (SC) according to layout, quoted in item C, adjusting, if necessary, their height to obtain floor level correction. bottom;

I. The edge expansion components (CDB) are installed: the expansion joints (12) between the supporting components (CS) and the fixed element as walls or beams or pillars;

J. Supporting components (CS) are supported: chosen from support panels (2), precast plates (5), structural panels (6), metal plates (7), wooden sandwich plates and concrete or mortar (8), the metal and concrete sandwich plates (9) on the structural components (EC): the support elements (1) with calculated spacing, meeting the swelling strain requirements, minimizing the formation of cracks ; K. The leveling or non-leveling component (CRN) is applied: the leveling layer (3) with or without the sealing component (CV): the tarpaulin (L) and forming a monolithic floor; and

2. "SUSPENDED CONSTRUCTION PROCESS

FLOOR "with the same steps A, B, C, D and E according to claim 1, characterized in that it complements the following sequence:

f. Supporting components (CS) and architectural finishing components (CAA) are previously made: chosen from precast plates (5), structural panels (6), metal plates (7), wood and concrete sandwich plates or mortar (8) and metal and concrete sandwich plates (9), with dimensions varying according to the location and load capacity to be installed and based on the lower floor plan with the supporting elements positioned;

g. Structural components (EC) are applied: the supporting elements (1) on the substrate as constructed (SC) according to layout, cited in item c, adjusting, if necessary, their height to obtain lower floor leveling correction ;

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. Supporting components (CS) and architectural finishing components (CAA) apply: chosen from precast plates (5), structural panels (6), metal plates (7), wood and concrete sandwich plates or mortar (8) and 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.

3. "SUSPENDED FLOOR CONSTRUCTION PROCESS" with the same steps A, B, C, D and E according to claim 1, characterized by, complementing with the following sequence:

FF Supporting components (CS) are pre-made: chosen from supporting panels (2), precast plates (5), structural panels (6), metal plates (7), wooden sandwich plates and concrete (8) and metal and concrete sandwich plates (9), with varying dimensions depending on the location and load capacity to be installed and based on the lower floor plan with the supporting elements positioned;

GG Structural components (CE) are applied: the supporting elements (1) on the substrate as constructed (SC) according to layout, cited in item CC, adjusting, if necessary, their height to obtain lower floor leveling correction ;

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. Supporting components (CS) apply: chosen from supporting panels (2), precast plates (5), structural panels (6), metal plates (7), wood and concrete sandwich plates (8) and the metal and concrete sandwich plates (9) on structural components (EC): 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 or without sealing component (CV): tarpaulin (L), forming a monolithic floor; and

KK Architectural Finishing Components (CAA): Architectural Finishing Coating (4) according to the application.

4. "SUSPENDED FLOOR CONSTRUCTION PROCESS" with the same steps A, B, C, D and E according to claim 1, characterized by, complementing with the following sequence:

ff. Supporting components (CS) are pre-made: chosen from precast plates (5), structural panels (6), metal plates (7), wood and concrete sandwich plates (8) and sandwich plates of metal and concrete (9), with dimensions varying according to the place and the load capacity to be installed and based on the floor plan with the supporting elements positioned;

gg. Structural components (CE) are applied: the supporting elements (1) on the substrate as constructed (SC) according to layout, quoted in item cc, adjusting, if necessary, their height to obtain lower floor leveling correction ;

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. Supporting components (CS) are applied: chosen from precast plates (5), structural panels (6), metal plates (7), wood and concrete sandwich plates (8) and metal and concrete sandwich plates (8). 9) on structural components (EC): the supporting elements (1) minimizing the formation of cracks and perfectly sealing their edges when necessary; and

jj. Architectural Finishing Components (CAA): Architectural Finishing Coating (4) according to the application.

5. "SUSPENDED FLOOR", characterized in that it contains support elements (1) supporting the support panels (2) and applied to the substrate as constructed (SC); supporting panels (2) and base of the leveling layer (3) and resting on the supporting elements (1); smoothing layer (3) base of the architectural finishing layer (4) and adhered to the supporting panels (2); and architectural finishing coating (4) seated on the leveling layer (3).

6. "SUSPENDED FLOOR", characterized in that, in a first alternative, it contains supporting elements (1) supporting the supporting panels (2) and applied to the substrate as constructed (SC); support panels (2) complemented by canvas (L) and base of smoothing layer (3) and resting on the supporting elements (1); smoothing layer (3) base of the architectural finishing coating (4) and applied to the canvas (L) on the supporting panels (2); and architectural finishing coating (4) seated on the leveling layer

(3).

7. "SUSPENDED FLOOR", characterized in that, in a second alternative, it contains supporting elements (1) supporting the precast plates (5) and applied to the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) supported on the support elements (1); smoothing layer (3) adhered to the precast plates (5); and architectural finishing coating (4) seated on the leveling layer (3).

8. "SUSPENDED FLOOR", characterized in that, in a third alternative, it contains supporting elements (1) supporting the precast plates (5) and applied to the substrate as constructed (SC); precast plates (5) base of the leveling layer (3) complemented by tarpaulin (L) and supported on the support elements (1); smoothing layer (3) and applied to the tarpaulin (L) on precast plates (5); and architectural finishing coating (4) seated 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 supporting elements (1) and also used as architectural finishing.

10. "SUSPENDED FLOOR", characterized in that, in a fifth alternative, it contains supporting elements (1) applied and supporting panels (2) and applied to 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 on cementitious (10); smoothing layer (3) base of the architectural finishing coating (4) and adhered to the waterproofing layer (11); and architectural finishing coating (4) seated 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 to the substrate as constructed (SC); support panels (2) and base of structural panels (6) and supported on the support elements (1); structural panels (6) and supported on the supporting panels (2); and architectural finishing (4) seated on the structural panels (6).

12. "SUSPENDED FLOOR", characterized in that in a seventh alternative it contains supporting elements (1) supporting the supporting panels (2) and applied to the substrate as constructed (SC); support panels (2) complemented by tarpaulin (L), base of structural panels (6) and supported by support elements (1); structural panels (6) supported on the support panels (2) and applied on the canvas (L); and finishing lining (4) seated on the structural panels (6).

13. "SUSPENDED FLOOR", characterized in that, in the eighth alternative, it contains supporting elements (1) supporting the wood and concrete sandwich boards or mortar (8) and applied to the substrate as constructed (SC); sandwich boards made of wood and concrete or mortar (8) resting on the supporting elements (1); and architectural finishing (4) seated on wood and concrete sandwich boards or mortar (8).

14. "SUSPENDED FLOOR", characterized in that in a ninth alternative it contains supporting elements (1) applied and metal plate supports (7) and applied to the substrate as constructed (SC); metal plates (7) at the base of the leveling layer (3) and supported on the support elements (1); smoothing layer (3) base of the finishing coat (4) and adhered to the metal plates (7); and architectural finishing coating (4) seated on the leveling layer (3).

15. "SUSPENDED FLOOR", characterized in that in a tenth alternative it contains supporting elements (1) supporting the metal and concrete sandwich plates (9) and applied to the substrate as constructed (SC); metal and concrete sandwich plates (9) finish cover base (4) and supported on the support elements (1); and finishing lining (4) seated on the metal and concrete sandwich plates (9).

16. "SUSPENDED FLOOR", characterized in that in an eleventh alternative it contains supporting elements (1) applied and precast plate supports (5) and applied to the substrate as constructed (SC); precast plates (5) base of the architectural finishing coating (4) and supported on the supporting elements (1); and architectural finishing cladding (4) seated precast plates (5).

17. "SUSPENDED FLOOR", characterized in that in a twelfth alternative it contains supporting elements (1) supporting the concrete plates (5) and applied to the substrate as constructed (SC); and concrete slabs (5) also used as architectural finishing.

"SUSPENDED FLOOR", constructed according to the processes cited 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 tarpaulin (L) and base for cementitious plates (10) and supported on the support elements (1); cementitious plates (10) bolted to the support panels (2) on the tarpaulin (L); and architectural finishing (4) seated on cementitious plates (10).

19. "SUSPENDED FLOOR", characterized in that in a fourteenth alternative it contains supporting elements (1) base of the wood and concrete sandwich plates or mortar (8) and applied to the substrate as constructed (SC); and sandwich boards made of wood and concrete or mortar (8) applied on the supporting elements (1) and also used as architectural finishing.

20. "SUSPENDED FLOOR", characterized in that in a fifteenth alternative it contains supporting elements (1) base of the metal and concrete sandwich plates (9) and applied to the substrate as constructed (SC); and metal and concrete sandwich plates (9) applied on the supporting elements (1) and also used as architectural finishing.

21. "SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS" according to any one of claims 1 to 20, characterized in that it overlaps supporters with the use of mortar or adhesive glue to levels differences of up to 1,1 Om.

22. "SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS" according to Claims 1 to 20, characterized by the installation of camera and lighting automation systems on the floor.

23. "SUSPENDED FLOOR CONSTRUCTION PROCESS AND CORRESPONDING COMPONENTS" according to Claims 1 to 20, characterized in that it is fitted with floor-mounted grilles, floor-mounted lighting, vacuum, compressed air, under-noise, cables and heating ducts, without the need to implement yet another level of counter floor.

"COMPONENTS" according to one of Claims 1 to 20, characterized in that they are triangular or circular or polygonal support elements (1) made of concrete or mortar; support panels (2) of polygonal shape, of plywood or of reconstituted wood; smoothing layer (3) in concrete or leveling and leveling mortar; architectural finish coatings (4) chosen from ceramic, wood, carpet, granite, marble and slate; precast (5) polygonal shaped plates in precast concrete; structural panels (6) chosen from plastic, granite, marble, slate and concrete; metal plates (7) selected from carbon steel and aluminum material and flat or calendered; sandwich boards made of wood and concrete or mortar (8) made of wood adhered to a material chosen from concrete and mortar; metal and concrete sandwich plates (9) bonded with material chosen from concrete and mortar; cementitious plates (10) of material chosen from cement and fiber cement; waterproofing layer (11) consisting of a material chosen between matting and application of liquid by absorption or not; expansion joints (12), of a material selected from EPS, rubber, EVA, elastomers and of a formatted form between molded and vulcanised at room temperature; and canvas (L) in plastic film material and polymerized resin.