BR102022004119A2 - COUPLING, LOCKING AND FITTING MODULATION SYSTEM FOR WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS - Google Patents

Abstract

It consists of modulation pieces for different purposes whose contours follow in full or in part the profile of a common block (B02B), manufactured in EPS, so that it can be coupled to it through accessories, in PVC, or through bars. fully threaded (BRT) passing through perforations (5) and fixed by nuts or by female locking straps (CTF) and male locking straps (CTM) joined by angles.

Description

Introduction

[0001] This invention patent application refers to a “SYSTEM OF MODULATIONS OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS”, employs blocks with modular measurements, manufactured in EPS or lightweight concrete, whose faces, cavities, holes serve as the basis for receiving modulation parts, in EPS or PVC, and locking and fittings, in PVC.

Application field

[0002] The field of application of the invention is civil construction, used in any work in the execution of walls and/or partitions.

Convincing

[0003] Civil construction is looking for solutions that aim to replace already known construction systems with new prefabricated systems without compromising quality, safety and speed, with increasingly lower costs. Otherwise, the new systems would not be accepted in the market, not only due to the cost, but also due to the technical limitations that they do not meet.

[0004] Generally, the new systems aim to solve specific problems such as thermo-acoustic issues, solutions for pre-molded panels, solutions for fittings between parts, therefore not resolving several points that involve a modular construction. Therefore, they are exclusive and “closed” solutions, limited and do not provide alternatives to the set of problems encountered in everyday life.

[0005] In this context, new technologies that add solutions that enable a range of modulations, couplings, locks and fittings, increasing the possibility of room for maneuver in the construction system, are welcome in the segment in question.

State of the art

[0006] The current state of the art anticipates some patent documents related to modular constructions, such as MU 7302190-3 U entitled “SUPER CERAMIC BRICK” - measuring twenty-five centimeters in length by ten centimeters in height; the weight is approximately three kilos to three kilos and three hundred grams; six vertical holes inside it, each three centimeters in diameter and ten centimeters deep; twenty holes, ten on the right side of the large holes and the other ten on the left side, with one point six millimeters in diameter each by ten centimeters in depth and a tip cut at an angle of forty-five degrees, with three centimeters in length by one centimeter in diameter; a cavity in the upper part, the FEMALE, with its slits, three centimeters deep, with the upper opening being five centimeters wide and the bottom four centimeters wide; at the bottom, an elevation two point five centimeters high, the MALE.

[0007] The brick in the document above has male and female fittings on the upper and lower faces, as well as vertical holes for the wiring to pass through, however it requires the use of mortar.

[0008] Document US 2002043038 A1 entitled “FLEXIBLE INTERLOCKING WALL SYSTEM” - refers to a flexible interlocking wall system comprising: (a) a plurality of blocks; and, (b) spring means for transferring stress vertically from block to block, permitting horizontal movement of said blocks and locking adjacent vertical blocks to a predetermined extent of said horizontal movement, said means for transferring stress extending vertically through the aforementioned full-wall system.

[0009] In the document above, modular blocks with fittings are used for aligned assembly without mortar, with a specific upper fitting, dovetail, to achieve the elastic (tensor) effect by means of rebars inserted vertically into the hole of said specific fitting. .

[0010] Document US 2010180527 A1 entitled “CONSTRUCTIVE LIGHT WEIGHT INSULATION BLOCK AND CONSTRUCTION METHOD THEREOF” - lightweight thermal insulation construction block that is stacked on the internal and external walls of a building is formed by a bubbling synthetic resin and comprises a projection of coupling formed on the upper surface thereof so that a recess is not generated when the lightweight thermal insulation building block is stacked, a coupling groove formed on the lower surface thereof and corresponding to the coupling projection, and a projection portion and a groove portion formed on the front and rear surfaces thereof.

[0011] The document above anticipates a block aimed at thermal coating, made of synthetic resin, which has a recess for coupling on its upper surface with the aim of not allowing the formation of a recess when stacking, which could harm the thermal insulation.

[0012] Document US 2011277414 A1 entitled “PREFABRICATED WALL/FLOOR PANEL” - deals with a prefabricated concrete plate with a first portion that joins one of the ends of the surface plate and the concrete section is irregular, a second portion that joins the other ends of the surface plate and the concrete section is irregular, a third part that joins one side of the surface plate and the concrete section is irregular, a fourth part that joins the other sides of the surface plate and the concrete section is uneven; and an interconnection comprising a transverse portion and a plurality of spaced longitudinal tubes, each adapted to fit into the channel for connecting two adjacent prefabricated components.

[0013] The document above deals with a prefabricated panel board and not a block, however the board has irregular fittings on all its faces in order to facilitate assembly and alignment, with the union being carried out using tubes verticals that enter vertical holes, an interconnecting element and a vertical elongated member. This construction solves the sealing problem at the junction of the plates.

[0014] Document KR 20170022130 entitled “PREFABRICATED WALL/FLOOR PANEL” provides a building block comprising a block body with a plurality of through holes formed therein; An intermediate insulator interposed between a pair of building blocks spaced apart; An upper support disposed on top of the building blocks interposed between them to secure the intermediate insulation and the building blocks; And a lower support disposed on a lower portion of the building blocks having the intermediate insulation therebetween to secure the intermediate insulation and the building blocks.

[0015] The document above presents a way of fixing thermal insulation in between the block using lower and upper supports.

[0016] Document BR 202016001041 U2 entitled “EPS AND PVC COUPLING AND LOCKING BLOCKS FOR CIVIL CONSTRUCTIONS” - comprising Styrofoam pieces with fittings that couple one piece to another, surrounded by PVC straps and fittings, auxiliary parts that fix one part to another, which can be common fittings, curves and ties, displacements and auxiliary clamps, other auxiliary parts are used in special situations, coupling to other parts through their forms of follow-up and fittings and different types of fixing, This model can be used in more common conventional structures through fixings to conventional structures and metallic structures through welding and in the case of external areas the model can also be finished with flashings.

[0017] In the document above, the locking between the blocks is based only on the EPS tape, without any type of vertical locking or fittings that allow any type of maneuver with the blocks.

[0018] Document BR 102018003399-9 U2 entitled “BUILDING WITH PREFABRICATED BRICKS AND ASSEMBLY PROCESS OF THIS BUILDING” - comprises a foundation slab with a horizontal upper surface comprising means for receiving split screws; a plurality of rods, each rod consisting of a series of split bolts connected to each other by means of nuts, and the lower end of each rod being fixed to the split bolt receiving means in the foundation slab; vertical walls fixed above the foundation slab by means of bolts, the vertical walls comprising standard parallelepipedal prefabricated bricks comprising a central main hole, a right secondary hole, a left secondary hole, a left side recess and a right side recess, a recess on the upper surface and a recess on the lower surface, with the main central hole and the secondary holes opening into the recesses on the upper surface and the lower surface.

[0019] The document above anticipates an already pre-determined construction system that begins with the foundation and modular blocks with irregular surfaces for proper settlement in an organized and aligned manner, unlike the request now in question whose system adds coupling , locking and fittings, which allows different constructive arrangements. fittings that allow some type of maneuver with the blocks.

[0020] Document CN 206693502 U titled “BIG STALK PHANTOM PIECE MOUNTING STRUCTURE OF ENERGY SAVING BUILDING INTEGRATION EPS” - provides an EPS energy-saving construction integration big rod joker part mounting structure, the big rod part EPS module is formed by concatenating a plurality of EPS submodule parts, the EPS submodule part includes module body and cavity, the lower part of the module body is equipped with first arc, first recess and spacing vertical groove, upper part of the module body is equipped with second arc, second recess and square management slot, the EPS large rod piece is managed and fixed connection support through square spacing and ground fixed connection, construction ground spacing and fixed connection, and Lay the square tube in the permanent groove spacing.

[0021] The structure claimed in the document above is specific for EPS and does not allow any type of variation in assembly with regard to locking and fittings.

[0022] It is clear from the foregoing that there is no solution that offers different types of fixing, modulations and assemblies, each of which is exclusive to the claimed systems.

Objectives of the invention

[0023] It is the objective of the present invention to propose a system of coupling modulations, locking and fitting of dry partition walls of vertical constructions that uses modular blocks, in EPS or lightweight concrete, modulation parts in EPS or PVC, locking parts and PVC fitting parts, whose low weight reduces the load directly distributed on the building structures;

[0024] The objective of the present invention is to propose a system of coupling modulations, locking and fitting of dry partition walls of vertical constructions whose contour of the main part, a common modular block, despite its faces, cavities, holes serving as a mirror for the modulation and waiting parts for the locking and fittings necessary for the system;

[0025] The objective of the present invention is to propose a system of coupling modulations, locking and fitting of dry partition walls of vertical constructions with parts whose modulations in the figure of compensating parts, for example, seal gaps of up to ten millimeters. Thus, with pieces of different lengths, any measurements can be reached from this minimum measurement;

[0026] The objective of the present invention is to propose a system of coupling modulations, locking and fitting of dry partition walls of vertical constructions that uses modular blocks, in EPS or lightweight concrete, with irregular faces with male and female fittings, capable of increasing the locking resources between the parts, as they can be assembled and disassembled using PVC rails, with self-retracting fittings, installed around their perimeter cavities and/or using full PVC thread bars passing through holes of said modular blocks;

[0027] The objective of the present invention is to propose a system of coupling modulations, locking and fitting of dry partition walls of vertical constructions with structural reinforcement options, passages of horizontal and vertical installations between the parts, pre-assembly of sections of the construction outside the location to be installed;

[0028] The objective of the present invention is to propose a system of coupling modulations, locking and fitting of dry partition walls of vertical constructions that allows unplanned cuts and modifications even if they affect the assembled structures and fasteners, as reinforcement or reassembly will be possible. without the need for total disassembly or use of other resources to avoid further damage;

[0029] The objective of the present invention is to propose a system of coupling, locking and fitting modulations for dry partition walls of vertical constructions that allows the option of starting the wall or division in reverse (from top to bottom) facilitating work with trims and finishes. Even when you intend to start work in a traditional way, there will be no standard need to regularize this base, in addition to being able to keep the wall or room suspended floating for the passage of installations on raised floors or simply to facilitate precise installations before concreting. or execution of the subfloor;

[0030] The objective of the present invention is to propose a system of coupling, locking and fitting modulations for dry partition walls of vertical constructions with an excellent cost-benefit ratio.

Summary of the invention

[0031] “SYSTEM OF MODULATION OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS”, comprises individual fittings in the parts that do not allow them to be coupled out of alignment, making it easier to follow the assembly of the parts together. Its steps located in the upper parts of the pieces form a track when added together. Its lower cavities fit perfectly to these rails, preventing the pieces from being assembled misaligned and out of plumb. In each of the pieces, the front curve (female) plus the protrusion (male) at the bottom of them do not allow the existence of gaps and can maintain dry joints between the pieces used. The cavities that surround the parts allow the installation of fasteners to lock between the parts, maintaining the possibility of disassembling the entire system. Other advantages of this cavity are that it allows the passage of electrical and hydraulic installation pipes, the release of gases and structural reinforcements. In order to facilitate and increase the fixing options, perforations were created for the passage of full thread bars to lock the entire set of parts. To use these locks and accommodate the locking nuts and washers, superficial circular cavities are part of the perforations of the parts in the upper and lower parts. These accessories are made of polymer, preferably EPS.

Description of the figures

[0032] The following figures are presented to better explain the patent application in an illustrative and non-limiting way: Figure 1: Perspective view of the common block B02B of the system of coupling modulations, locking and fitting of dry partition walls of buildings vertical, 140mm wide x 200mm high x 400mm long. Figure 2: Perspective view of the B02A common block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 90mm wide x 200mm high x 400mm long. Figure 3: Perspective view of the B02C common block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 190mm wide x 200mm high x 400mm long. Figure 4: Perspective view of the B01B common block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 140mm wide x 200mm high x 300mm long. Figure 5: Perspective view of the B03B common block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 140mm wide x 200mm high x 500mm long. Figure 6: Perspective view of the B04B male finished block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 140mm wide x 200mm high x 300mm long. Figure 7: Perspective view of the B05B male finished block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 140mm wide x 200mm high x 400mm long. Figure 8: Perspective view of the B06B male finished block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, 140mm wide x 200mm high x 500mm long. Figure 9: Perspective view of the B08B female finished block of the coupling modulation system, locking and fitting of dry partition walls for vertical constructions, 140mm wide x 200mm high x 300mm long. Figure 10: Perspective view of the B11B double finished block of the coupling modulation system, locking and fitting of dry partition walls for vertical constructions, 140mm wide x 200mm high x 400mm long. Figure 11: Exploded perspective view of the assembly of the B02B common blocks (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 12: Perspective view of the assembly of the B02B common blocks (140 x 200 x 400) of the coupling modulation system, locking and fitting of dry partition walls for vertical constructions. Figure 13: Top view of the common block B02B (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 14: Bottom view of the common block B02B (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 15: Front view of the common block B02B (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 16: Rear view of the B02B common block (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 17: Right side view of the B02B common block (140 x 200 x 400) of the coupling modulation system, locking and fitting dry partition walls for vertical constructions. Figure 18: Top view of the assembly with common blocks B02B (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 19: Perspective view of the assembly with common B02B blocks (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 20: Perspective view of the Co01A measurement compensator (90 x 200 x 10) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 21: Perspective view of the Co02A measurement compensator (90 x 200 x 20) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 22: Perspective view of the Co03A measurement compensator (90 x 200 x 50) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 23: Perspective view of the Co04A measurement compensator (90 x 200 x 100) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 24: Perspective view of the Co05A measurement compensator (90 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 25: Perspective view of the Co11B height compensator (90 x 100 x 400) of the coupling modulation system, locking and fitting of dry partition walls for vertical constructions. Figure 26: Inverted perspective view of the Co11B height compensator (90 x 100 x 400) of the coupling, locking and fitting modulation system for dry partition walls in vertical constructions. Figure 27: Exploded perspective view of a wall assembly using B02C blocks and Co10C compensating parts of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 28: Perspective view of a wall assembly using B02C blocks and Co10C compensating parts of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 29: Perspective view of a wall assembly using B02C common blocks, B04C male finishing blocks, B08C female finishing blocks and B10C double finishing blocks of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions . Figure 30: Perspective view of the C02B channel part (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 31: Side view of the C02B channel part (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 32: Top view of the C02B channel part (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 33: Perspective view of the C02B channel piece applied as structural reinforcement in a wall of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 34: Side view of the C02B channel piece applied as structural reinforcement in a wall of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 35: Perspective view of the C02B channel piece applied as structural reinforcement in a wall of the coupling modulation system, locking and fitting dry partition walls of vertical constructions, illustrated with the steel structure. Figure 36: Perspective view of the pillar piece P02C (190 x 200 x 400) for structural reinforcement of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 37: Top view of the P02C bollard piece (190 x 200 x 400) for structural reinforcement of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 38: Exploded perspective view of the male mooring bollard piece P05C (190 x 200 x 400) in relation to the female mooring bollard piece P08C (190 x 200 x 400) of the coupling, locking and partition wall fitting modulation system dry form of vertical constructions, which when joined together form a filling void for structural reinforcement. Figure 39: Perspective view of the male mooring bollard piece P05C (190 x 200 x 400) assembled with the female mooring bollard piece P08C (190 x 200 x 400) of the dry partition wall coupling, locking and fitting modulation system of vertical constructions. Figure 40: Top view of the male tie post piece P05C (190 x 200 x 400) assembled with the female tie post piece P08C (190 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls. vertical constructions. Figure 41: Perspective view of the male anchoring and drilling piece (P12C) (190 x 200 x 300) for structural reinforcement of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 42: Perspective view of the female mooring and drilling bollard (P21C) (190 x 200 x 300) for structural reinforcement of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 43: Perspective view of the pillar piece with double finishing and central perforation (P27C) (190 x 200 x 300) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 44: Perspective view of the pillar piece with double finishing and central perforation (P30C) (190 x 200 x 300) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 45: Perspective view of the bollard piece with double finishing and central perforation (P30C) (190 x 200 x 300) of the system of coupling modulations, locking and fitting dry partition walls of vertical constructions, with the iron structure. Figure 46: Perspective view illustrating the assembly of the mooring bollard and central drilling piece (P02B), the male mooring bollard piece (P05B) and the female mooring bollard piece (P08B) of the coupling, locking and fitting modulation system of dry dividing walls of vertical constructions, with an iron structure. Figure 47: Top view illustrating the assembly of the mooring bollard and central drilling piece (P02B), the male mooring bollard piece (P05B) and the female mooring bollard piece (P08B) of the coupling, locking and fitting modulation system dry dividing walls of vertical buildings, with iron structure. Figure 48: Perspective view illustrating the assembly of the pillar piece with double finishing and central perforation (P30B) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 49: Perspective view of the male horizontal inversion piece (IN01A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 50: Top view of the male horizontal inversion piece (IN01A) (90 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, with the iron structure, with the iron. Figure 51: Perspective view of the female horizontal inversion piece (IN02A) (90 x 200 x 200) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 52: Top view of the female horizontal inversion piece (IN02A) (90 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, with the iron structure, with the iron. Figure 53: Perspective view of the male inversion part for channel (IN03A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron structure. Figure 54: Top view of the male inversion part for channel (IN03A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 55: Perspective view of the female inversion part for channel (IN04A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron structure. Figure 56: Top view of the female inversion part for channel (IN04A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 57: Perspective view of the upper inversion piece (IN09A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron. Figure 58: Side view of the upper inversion part (IN09A) (90 x 200 x 200) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron structure . Figure 59: Perspective view of the lower inversion piece (IN19B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron. Figure 60: Side view of the lower inversion piece (IN19B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron structure . Figure 61: Exploded perspective view of the horizontal curve block (CH02B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 62: Exploded top view of the horizontal curve block (CH02B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron. Figure 63: Bottom exploded view of the horizontal curve block (CH02B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the iron. Figure 64: Assembled perspective view of the horizontal curve block (CH02B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure, with the structure of iron. Figure 65: Mounted perspective view, at an angle, of the horizontal curve block (CH02B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the iron structure , with an iron structure. Figure 66: Mounted top view, at an angle, of the horizontal curve block (CH02B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions, with the iron structure, with the iron structure. Figure 67: Inverted perspective view mounted, at an angle, of the horizontal curve block (CH02B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, with the structure of iron, with an iron structure. Figure 68: Exploded perspective view of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 69: Exploded side view of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 70: Exploded top view of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 71: Exploded bottom view of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling modulation system, locking and fitting of dry partition walls for vertical constructions. Figure 72: Exploded front view of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 73: Assembled perspective view of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 74: Mounted perspective view, at an angle, of the vertical curve block (CV06B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 75: Mounted side view, at an angle, of the vertical curve block (CV06B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 76: Exploded perspective view of the hollow block (O02C) (190 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 77: Side view of the hollow block (O02C) (190 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 78: Front view of the hollow block (O02C) (190 x 200 x 400) of the coupling modulation system, locking and fitting dry partition walls for vertical constructions. Figure 79: Assembled perspective view of the hollow block (O02C) (190 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 80: Top view of the hollow block (O02C) (190 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 81: View in phased perspective of the hollow block (O02C) (190 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 82: Perspective view of the finishing flashing piece (RAC 01C) for 190mm wide blocks of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 83: Sectional side view of the finishing flashing piece (RAC 01C) mounted on a block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 84: Perspective view of the upper compensating finish (SAC06B) (140 x 200 x 50), with male cutout, of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 85: Perspective view of the upper compensating finish (IAC07B) (140 x 200 x 50), with female cutout, of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 86: Perspective view of the upper compensating finish (SAC14A) (90 x 200 x 400), with holes, of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 87: Perspective view of the upper compensating finish (IAC15AA) (90 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 88: Perspective view of the upper finishing piece (SACa18C) (90 x 200 x 400) for 190mm wide blocks of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 89: Sectional side view of the upper finishing piece (SACa18C) (90 x 200 x 400) mounted on a 190mm wide block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 90: Perspective view of the upper finishing piece (SACa18C) (90 x 200 x 400) mounted on a 190mm wide block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 91: Perspective view of the lower finishing piece (IACa19C) for 190mm wide blocks of the coupling modulation system, locking and fitting of dry partition walls for vertical constructions. Figure 92: Side view of the lower finishing piece (IACa19C) mounted on a 190mm wide block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 93: Perspective view of the lower finishing piece (IACa19C) mounted on a 190mm wide block of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 94: Perspective view of the upper coining piece (SAC28B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 95: Perspective view of the lower coining piece (IACa28B) (140 x 200 x 400) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 96: Perspective view of the 90mm wide male vertical finishing piece (AC30A) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 97: Perspective view of the 90mm wide female vertical finishing piece (AC31A) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 98: Perspective view illustrating the application of the parts (AC30A and AC31A) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 99: Exploded perspective view of the joining piece (UAC32C) with pins (190, 200 x 400) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 100: Perspective view of the joining piece (UAC32C) with pins from the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 101: Top view of the union piece (UAC32C) with pins from the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 102: Perspective view of the initial male coining piece (AC34B) with 140mm width of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 103: Perspective view of the application of the initial male coining piece (AC34B) with 140mm width of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 104: Perspective view of the initial female coining piece (AC35B) with 140mm width of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 105: Perspective view of the application of the initial female coining piece (AC35B) with 140mm width of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 106: Exploded perspective view of the sliced union piece (UFAC36B) (140 x 200 x 400) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 107: Perspective view of the sliced union piece (UFAC36B) (140 x 200 x 400) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 108: Perspective view of the finishing piece for channel (ACC37B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 109: Top view of the finishing part for channel (ACC37B) (140 x 200 x 400) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 110: Inverted perspective view of the finishing piece for channel (ACC37B) (140 x 200 x 400) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 111: Perspective view of the filler billet part (T38G) for general use in the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 112: Side view of the filler billet (T38G) for general use in the system of coupling modulations, locking and fitting of dry partition walls for vertical constructions. Figure 113: Perspective view of the L-shaped tie piece (AML02B) (140 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 114: Top view of the L-shaped tie piece (AML02B) (140 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 115: Perspective view of the T-tie piece (AMT08B) (140 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 116: Top view of the T-tie piece (AMT08B) (140 x 200 x 200) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 117: Exploded perspective view of the common block (B02B) in ESP with concrete sides (34) of the system of coupling modulations, locking and fitting of dry dividing walls of vertical constructions, produced with cement wrapping keeping its axis in EPS to increase resistance and block infiltrations. Figure 118: Top exploded view of the common block (B02B) in ESP with concrete sides (34) of the system of coupling modulations, locking and fitting of dry dividing walls of vertical constructions, produced with cement wrapping keeping its axis in EPS to increase resistance and block infiltrations. Figure 119: Top view of the common block (B02B) in ESP with concrete sides (34) of the system of coupling modulations, locking and fitting of dry dividing walls of vertical constructions, produced with cement wrapping keeping its axis in EPS for increased resistance and blockage of infiltrations. Figure 120: Partially exploded view of the common block (B02B) in ESP with concrete sides (34) of the system of coupling modulations, locking and fitting of dry dividing walls of vertical constructions, produced with cement wrapping keeping its axis in EPS to increase resistance and block infiltrations. Figure 121: Exploded perspective view of the common block (B02B) produced with the involvement of polyester mesh and mortar from the system of coupling modulations, locking and fitting of dry dividing walls of vertical constructions, produced with the involvement of cement keeping its axis in EPS to increase resistance and block infiltrations. Figure 122: Detail in perspective of the common block (B02B) produced with the involvement of polyester mesh and mortar from the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions, produced with the involvement of cement keeping its axis in EPS to increase resistance and block infiltrations. Figure 123: Perspective view of the PVC full thread bar (BRT) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 124: Perspective view of the PVC full thread bar (BRT) mounted on a common block (B02B) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 125: Perspective view of the PVC circular fixing washer (ACF) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 126: Perspective view of the PVC circular fixing washer (ACF) applied to lock the total thread bar (BRT) in a common block (B02B) of the coupling, locking and fitting modulation system for dry partition walls in buildings vertical. Figure 127: Perspective view of the regular circular fixing washer (ACFR) in PVC of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 128: Perspective view of the regular circular fixing washer (ACFR) in PVC applied to locking the total thread bar (BRT) in a common block (B02B) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 129: Perspective view of the locking threads P1, P2, P3 of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 130: Perspective view of the application of P3 locking threads on a full thread bar (BRT) inserted in a common block (B02B) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 131: Side view of the application of locking threads P1, P3 on a full thread bar (BRT) inserted in a common block (B02B) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 132: Top view of the application of locking threads P1, P3 on a full thread bar (BRT) inserted in a common block (B02B) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 133: Perspective view of the full thread bar (BRT) splicing piece (BEM) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 134: Perspective view of different lengths of fixing screws (PAR) and flat washer (ARL) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 135: Perspective view of the female locking strap (CTF) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 136: Perspective view of the male locking strap (CTM) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 137: Perspective view of the application of the male locking strap (CTM) and the female locking strap (CTF) in the cavities of a block of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 138: Side view of the application of the male locking strap (CTM) and the female locking strap (CTF) in the cavities in a block of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 139: Top perspective view of the application of the male locking strap (CTM) and the female locking strap (CTF) in the cavities of a block of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions . Figure 140: Perspective view of the vertical locking clamp (GTV) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 141: Perspective view of the application of the vertical locking clip (GTV) in the cavity of the connection block with dowels (UAC33B) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 142: Perspective view of the application of the vertical locking clamp (GTV) in the cavity of the connection block with dowels (UAC33B) and total thread bar (BRT) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 143: Top view of the application of the vertical locking clamp (GTV) in the cavity of the connection block with dowels (UAC33B) and full thread bar (BRT) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 144: Perspective view of the short (CF90C) and long (CF90L) 90° angles of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 145: Perspective view of the application of the short 90° angle (CF90C) on the female locking strap (CTF) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 146: Perspective view of the application of the short 90° angle (CF90C) and the long 90° angle (CF90L) on the female locking strap (CTF) and the male locking strap (CTM) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 147: Top detail of the application of the short 90° angle (CF90C) and the long 90° angle (CF90L) on the female locking strap (CTF) and on the male locking strap (CTM) of the coupling, locking and modulation system fitting dry partition walls of vertical constructions. Figure 148: Exploded perspective view of the horizontal angle bracket (CAH 20-180) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 149: Perspective view of the horizontal angle bracket (CAH 20-180) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 150: Perspective view of the male/male locking (TMM) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 151: Perspective view illustrating the application of male/male locking (TMM) on the female locking straps (CTF) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 152: Perspective view of the male/male angular locking (TAMM) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 153: Perspective view illustrating the application of male/male angular locking (TAMM) on the female locking straps (CTF) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 154: Perspective view of the extension piece (PROL) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 155: Perspective view of the application of the extension piece (PROL) in a male locking strap (CTM) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 156: Perspective view of the splice piece (EME) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 157: Perspective view of the male / free angle male angular locking (TAMMal) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 158: Exploded perspective view of the vertical angular angle (CAV) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 159: Perspective view of the vertical angular angle (CAV) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 160: Perspective view of the straight male locking (TMR) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 161: Perspective view of the straight male locking (TMR) applied to a male locking strap (CTM) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 162: Exploded perspective view of the mechanical fixing joint (JMF) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 163: Perspective view of the mechanical fixing joint (JMF) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 164: View in phased perspective of the mechanical fixing joint (JMF) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 165: Perspective view of the straight fixing shoe (SAPR) and the circular fixing shoe (SAPC) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 166: Perspective view of the structural reinforcement screen (TER) of the coupling modulation system, locking and fitting dry partition walls of vertical constructions. Figure 167: Perspective view of the structural reinforcement mesh (TER) applied to the hollow of a pillar of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 168: Exploded perspective view of the rotational splicing part (EMER) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 169: Perspective view of the rotational splicing part (EMER) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 170: Bottom perspective view of the rotational splice piece (EMER) of the coupling, locking and fitting modulation system for dry partition walls of vertical constructions. Figure 171: Perspective view of the vertical splice piece (EMEV) of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 172: Perspective view of the passage tube (TUCca) for the channel of the coupling modulation system, locking and fitting of dry partition walls of vertical constructions. Figure 173: Perspective view of the passage tube (TUCca) illustrating its application in a channel (C02B) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 174: Perspective view of the rotational drum locking part (TROT) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions. Figure 175: Perspective view illustrating the application of the rotational drum locking part (TROT) of the system of coupling modulations, locking and fitting of dry partition walls of vertical constructions.

Detailed description of the invention

[0033] The “SYSTEM OF MODULATION OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS”, object of this patent application for invention consists of modulation parts for different purposes whose contours follow in full or in part the profile of a common block (B02B), manufactured in EPS, so that it can be coupled to it by means of PVC accessories, either through total threaded bars (BRT) passing through perforations (5) and fixed by nuts or by female locking straps (CTF) and male locking straps (CTM) joined by angles.

[0034] More particularly, the claimed invention deals with a system of coupling modulations, locking and fitting of walls and dry partitions of vertical constructions whose blocks can be manufactured only with EPS or XPS, in EPS or XPS with reinforced concrete on the sides (conventional) and models in EPS or XPS with mortar film and polyester mesh on the sides. All parts in block models meet widths of 90 millimeters, 140 millimeters and 190 millimeters. And the lengths follow unlimited modulations called “coin style” in order to facilitate assembly in any location or situation to be used. The faces, cavities and holes that make up the blocks, specifically the common block (B02B), serve as a mirror for the modulation parts whose contours are, in some way, compatible with that of the block (B02B) itself, which also receives control elements. locks and fittings. As illustrated in figure 1, the common block (B02B) from the list of parts in line B (L140 mm) has a length of 400 millimeters and a height of 200 millimeters. The same figure 1 represents the bases of all the other pieces, such as the surface (1) where the back piece will be supported, the upper tooth (2) where the pieces will fit together to maintain the vertical, plumb, and horizontal alignment of the room, lower tooth (3) that will support the upper tooth (2) forming this coupling between the pieces. The external walls (4) of all parts accept any type of finish based on techniques and procedures adopted in civil construction and its evolution. Perforations for locking (5) are part of most parts in order to provide a better option for fixing between parts in measures that align with each other even when tying between them using full thread bars (BRT) (figures 123 and 124 ), with thicknesses possible to follow the splices (EME) of the full thread bars (BRT) (figure 133). In figure 1 it is still possible to represent a circular recess (6) involving the locking perforations (5), which will accommodate some parts such as P3 nuts (figures 129, 130, 131 and 132), ARL flat washers (figure (134 ), circular fixing washers ACF (figures 125 and 126), and circular fixing washer with ACFR adjustment (figures 127 and 128). The parts also have cavities for fixings or vertical (7) and horizontal passages (13) used in case of electrical and hydraulic piping passages, taking into account that the gaps are aligned even in the ties between pieces. The accommodation of the male CTM (figure 136) and female CTF (figure 135) locking straps are made in these same passages (7, 13). ) - (figures 137, 138 and 139), together with the use of pieces for fixing the upright. The passages (7, 13) can also be used for reinforcement by receiving structural steel bars together with the reinforced concrete filling forming an internal mesh, giving the wall great structural reinforcement. Another technical description in figure 1 is the female circular cavity (8) that receives the approach of the male circular projection (9) sealing the assembly between the parts, sealing possible gaps in the division.

[0035] Figures 2 and 3 show the same technical characteristics as the common block (B02B) mentioned above, with the common block (B02A) having a width of 90 mm (figure 2) and the common block (B02C) having a width of 190 mm .

[0036] Figures 4 and 5 represent the common block line (B01B) 14mm wide and 30mm long (figure 4) and common block (B03B) 14mm long and 50mm long (figure 5).

[0037] Figures 6, 7, 8, 9 and 10 represent parts (B04B, B05B, B06B, B08B, B11B) that follow the same concept as the previously mentioned parts, however with one highlight, the finished straight square shape (10) , either on one of its sides or on both sides. This format is adopted for wall ends where there are “corners” that require this type of finish. These pieces can also be continued when necessary with the use of EMEV vertical seam pieces (figure 171) which will minimize the appearance of gaps between the division, even when using the seams in situations where cuts are created in the pieces. The part (B04B) is a finished straight shaped male block (10) measuring 30 cm long and 14 cm wide. The part (B05B) is a finished straight shaped male block (10) measuring 40 cm long and 14 cm wide. The part (B06B) is a finished straight shaped male block (10) measuring 50 cm long and 14 cm wide. Part (B086B) is a finished straight shaped female block (10) measuring 30 cm long and 14 cm wide. Part (B11B) is a double straight block (2) finished (10) 30 cm long and 14 wide.

[0038] Figure 11 shows an exploded assembly of the most used parts, particularly the blocks (B02B), followed by figure 12 shows the assembly between the aforementioned parts. The assemblies between the pieces maintain the options already used on the market and present new options: fixings with mortar, sticky adhesives, special mortars and glues for masonry, double-sided tapes, full thread bars, special nuts and washers contained in this model and options already used on the market (in steel), in addition to the locking straps presented in this model.

[0039] The views in figures 13, 14, 15, 16 and 17 show the surroundings of the parts including the cavity (11) for support and accommodation of locks, as well as the step (12) for accommodation of bars and fastening straps, as these technical details are necessary for convenience and precision in the fittings and couplings of the fasteners.

[0040] Figures 18 and 19 illustrate an assembly where it is possible to visualize the presence of spaces to complete the ties between the pieces. For this case, figures 20, 21, 22, 23 and 24 show compensating pieces measuring length using a simple standard of 10 millimeters to 200 millimeters, as pieces larger than these measurements are called blocks. Compensating parts less than 100 millimeters do not have perforations for fasteners and must be associated with other parts through adhesive fixings or pressing between the other parts.

[0041] The compensating parts maintain the same technical characteristics as common blocks, presenting surface (1), upper and lower teeth (2,3), external walls (4), perforations for locking (5), circular recess (6), vertical cavity (7), female circular cavity (8), male circular projection (9), cavity for accommodating supports and locks (11), step (12) for accommodating bars and fixing straps and central gap (13) for vertical passages. Figure 20 represents a coplanar compensator (Co01A) with extreme cutouts 10 mm long and 90 mm wide. Figure 21 represents a coplanar compensator (Co02A) with extreme cutouts 20 mm long and 90 mm wide. Figure 22 represents a coplanar compensator (Co03A) with extreme cutouts 50 mm long and 90 mm wide. Figure 23 represents a coplanar compensator (Co 04A) with extreme cutouts with central spacer (E) 100 mm long and 90 mm wide. Figure 24 represents a coplanar compensator (Co05A) with extreme cutouts with central spacer (E) 200 mm long and 90 mm wide.

[0042] Figures 25 and 26 illustrate height compensators which in turn can be considered in different lengths, however with a standard of 10 millimeters in height. They are most commonly used in the wedging of walls when they are finished in structural beams or slabs. Figure 25 represents a height compensator (C011B) 400mm long and 140mm wide. Figures 25 and 26 represent a height compensator (C011B) 400mm long and 140mm wide.

[0043] Figures 27 and 28 illustrate the use of measurement compensating parts (B02C and Co10C) and their applications in assembly between 190 millimeter parts. In the same assembly sequence, it is possible to see in figure 29 the use of parts (B04C, B01C, B06C and B10C) with finishes (10) being used to facilitate finishing at the ends of walls and installation of doors.

[0044] Specifically for structural reinforcements, as illustrated in figures 30 and 31, the channel piece (C02B), 400mm long by 140mm wide, with a horizontal gap (14) with different thicknesses, depending on the model line with relation to its width. This channel part (C02B) has, like the other parts, the same fittings for fixing and locking, and assembly alignments as shown in figures 32, 33 and 34. Figure 35 illustrates the application of reinforcements in steel assemblies forming thus a structural (V) beam with concrete filling.

[0045] Figure 36 represents a pillar piece (P02C) for structural reinforcement. The piece has a vertical gap (15) with different thicknesses depending on the model line in relation to its width and length. In figure 37 it is possible to see that the pillar pieces (P02C) of vertical structural reinforcements, like the others, have the same structure and shape as the others for fittings, fixings and alignment.

[0046] In figures 38, 39 and 40, the splicing bollards, male (P05C) and female (P08C), maintain the same opening gap (15) of the pieces centered in the seams between the pieces while maintaining the ties. Figures 41 to 48 represent the applications and assemblies of the parts using steel frames to form a structural pillar filled with concrete. Figure 41 represents a male mooring and drilling bollard (P12C) 200mm high, 300mm long and 190mm wide. Figure 42 represents a female mooring and drilling bollard (P21C) 200mm high, 300mm long and 190mm wide. Figure 43 represents a bollard with double finishing and central perforation (P27C) 200mm high, 300mm long and 190mm wide. Figures 44 and 45 represent a bollard with double finishing and central perforation (P30C) measuring 200mm high, 400mm long and 190mm wide. Figures 46 and 47 represent an assembly in which different types of bollards are used, including the central mooring and drilling bollard (P02B) 150mm high, 400mm long and 140mm wide; the male mooring and perforation bollard (P05B) 150mm high, 400mm long and 140mm wide and the female mooring and perforation bollard (P08B) 150mm high, 400mm long and 140mm wide. Figure 48 represents an assembly with a double finish bollard and central perforation (P30B) 200 mm high, 400 mm long and 140 mm wide.

[0047] Figures 49 and 50 represent the male horizontal inversion parts (IN01A), 200mm long and 90mm wide, applied when the assemblies are started with parts in which their continuities are female on both sides, forming a meeting in the same direction, sometimes making it difficult to finish the wall or room so that it is 100% sealed. With the same objective, figures 51 and 52 present the female horizontal inversion parts (IN02A), 200mm long and 90mm wide, where it is also possible to understand the same format for alignment, couplings and fixings of the model.

[0048] When meeting parts, with the same direction, when there are structural reinforcements, it is necessary to highlight that they also have male inversion parts for channel (IN03A) 200 long by 90mm wide as shown in figures 53 and 54 where it is possible to view the horizontal opening (14) for structural filling in perspective and top view. As in figures 55 and 56 with the female inversion parts for channel (IN04A) 200mm long and 90mm wide. Both pieces have the same formats for fixing and alignment, maintaining the steel and concrete filling opening (14).

[0049] Still dealing with inversion parts, in figures 57, 58, 59 and 60 models are presented in perspective, side view and top view of male and female vertical inversion parts showing the possibility of working with any parts inverted. also in a vertical position, because if the wall or room is started from top to bottom or interrupted in the middle to continue later, a better closure will be possible to facilitate finishing. Figures 57 and 58 represent an upper inversion piece (IN09A) measuring 200mm long by 90mm wide. Figures 59 and 60 represent a lower inversion piece (IN19B) measuring 400mm long by 140mm wide.

[0050] Figures 61 to 67 illustrate the horizontal curve block (CH02B), 400m long by 140mm wide, highlighting the rotational fittings (16) on the axis of the piece, enabling rotational movement for both sides up to 90°. It is also possible to see that it also has the same format as the other pieces in order to maintain continuity and follow-up while integrating the others. This piece is divided into two parts, but one part has no function or makes sense without the other.

[0051] With the same tracking of curved parts, with this model it is also possible to safely create walls or rooms with vertical curves. For this purpose, the vertical curve block (CV06B) is used, 400mm long by 140mm wide, illustrated in figure 68 in exploded perspective, which shows the division of this set that together will form the aforementioned part. It is also possible to understand that this curved movement towards both sides is only possible due to the circular cavity (17) in the upper part being accommodated in the protrusion (18) in the lower part. For complete assembly, it will be necessary to use circular pins (19) in order to close the locking gaps (20).

[0052] Figures 69,70, 71 and 72 show the top and bottom views, side view and front view between the exploded parts. Figure 73 represents the vertical curve block piece assembled in perspective. In figures 74 and 75 you can see the vertical curve block piece (CV06B) assembled in perspective and curved side view.

[0053] Figure 76 represents in perspective a hollow block (O02C), with 400 with emphasis on the gaps (21) for passage and filling with mortar and concrete, and steel frames. Figures 78 to 81 represent the top views, assembled perspective, front and side views of the hollow block (O02C) in which the fittings can be included, in order to provide continuity and continuity with other parts. This in turn is composed of two parts, upper and lower, coupled by linear fitting teeth (22) that do not allow misalignment between both.

[0054] Figures 82 and 83 show the finishing flashing piece (RAC 01C). Widely used on walls in external areas, it has drip pans (23) to prevent water from flowing into the lower part of the piece. Slope for water drainage (24), and fittings for locking and fixing (25).

[0055] Figures 84, 85, 86 and 87 represent in perspective compensating upper finishes (SAC06B, IAC07B, SAC14A, IAC15A, SACa18C), which are parts used at the end of assemblies when there is a need to immediately obtain a straight finish ( 26) in order to facilitate finishing and avoid cracks when work is to be carried out close to these parts or at the ends of the walls or room. In some of these parts there are openings (28) for fixings that are sealed with finishing pins (27) in the upper or lower parts of the assembly. Figure 84 represents the compensating upper finishing piece (SAC06B), 50mm long by 140mm wide, with male cutout. Figure 85 represents the compensating upper finishing piece (IAC07B), 50mm long by 140mm wide, with female cutout. Figure 86 represents the compensating upper finishing piece (SAC14A), 400mm long by 90mm wide, with a lower female cutout and openings (28) on the upper face. Figure 87 represents the compensating upper finishing piece (IAC15AA), 400mm long by 90mm wide, fixed using pins (27).

[0056] Figures 88, 89 and 90 show in perspective and in side view in use the upper finishing piece (SACa18C), 10mm high, 400 long and 190mm wide, with a straight surface (26) with fittings ( 29) that do not allow the piece to become misaligned, thus facilitating the perfect finish.

[0057] Still in the same sequence, figures 91, 92, and 93 illustrate in side, perspective and assembled perspective views the lower finishing piece (IACa19C), 10mm high, 400mm long and 190mm wide, with a straight surface ( 26) with fittings (29) that do not allow the piece to become misaligned, thus facilitating the perfect finish.

[0058] In the same finishing sense, figure 94 represents the upper coining piece (SAC28B) with a straight surface (26) and fittings (29) that do not allow the piece to become misaligned, thus facilitating the perfect finish. This will be used at the end of the assemblies to close the beams or slabs, in order to facilitate the assembler's work as it is high enough to cut the ideal size to completely close the gaps.

[0059] In the same finishing sense, figure 95 represents the lower coining piece (IACa28B) with a straight surface (26) and fittings (29) that do not allow the piece to become misaligned, thus facilitating the perfect finish. This will be used at the end of the assemblies to close the beams or slabs in order to facilitate the assembler's work as it contains enough height to cut the ideal size to completely close the gaps.

[0060] Figures 96 and 97 represent the male and female parts for coining and side finishing of the assemblies. In case of need for changes so that disassembly is not necessary, this complement is used. Figure 96 illustrates the male vertical finishing piece (AC30A) with 10mm in length and 90mm in width and figure 97 the female vertical finishing piece (AC31A) with 10mm in height and 90mm in width. Figure 98 represents the application of these parts.

[0061] Figure 99 represents the joining piece (UAC32C) with pins (30), used where there is a need to use the entire middle of the wall or division, displacement in steps for decorations or access difficulties for complete closure of the division or wall . This part has different cavities (31) for fitting locking clips so that there is an individual fixation of the part and perforations (32) for fitting pins (30) which can be of different lengths depending on the need. Figures 100 and 101 represent the joining piece (UAC32C) with pins (30) in perspective and top view assembled.

[0062] Figures 102 to 105 represent the male initial coining pieces (AC34B) and female initial coining pieces (AC35B), 10mm long and 140mm wide, in perspective and in use. They are used on the sides of the parts to start assemblies fixed to structures, maintaining the formats and gaps for the passage of fasteners for continuity, follow-up and pressing between the parts.

[0063] Figure 106 shows the sliced joining piece (UFAC36B) with pins (30), 400mm long and 140mm wide, in exploded perspective. This has the same segment as the joining piece, however with more sectioning. In figure 107 it is possible to see the sliced joining piece (UFAC36B) assembled in perspective.

[0064] Figures 108, 109 and 110 illustrate in perspective and top view the finishing piece for channel (ACC37B), 40mm long and 140mm wide, which must be used at the end of walls or divisions maintaining a straight finish at the ends , its follow-up fittings and gaps (14) for filling.

[0065] Figures 111 and 112 show in perspective and side view the filler billet part (T38G) for general use. This should be used to close fitting gaps on the sides when necessary, for example when cutting parts for modifications in order to facilitate the finishing of this surface.

[0066] Figures 113 and 114 represent in perspective and top view the L-shaped lashing piece (AML02B), 200mm long and 140mm wide.

[0067] Figures 115 and 116 represent in perspective the T-shaped lashing piece (AMT08B), 200mm long and 140mm wide.

[0068] In figure 117 it is possible to see the exploded perspective representation of the common block (B02B) in ESP with concrete sides (34). This piece belongs to the most popular line used in construction through the use of reinforced concrete. This model has greater compression resistance and can also be used like other models only in removable locks and (fixed) mortars and other products.

[0069] Figures 118 and 119 show the exploded and assembled top views of the common block (B02B) with concrete sides (34) where it is possible to identify the position and filling of concrete 34, forming the necessary union between both materials (EPS and concrete). Figure 120 illustrates an exploded perspective of the common block (B02B) with concrete sides (34) where it is possible to see one side in union and the other side individually separated.

[0070] Figures 121 and 122 show the line of the common block (B02B) where a finishing film made of polyester mesh (35) and mortar (36) is used. This film can be used on any piece to facilitate the application of finishes to the wall or room.

[0071] From figure 123, the parts for fixing and locking will be illustrated, such as the total thread bar (BRT) for fixing between the parts. Figure 124 illustrates the passage of the full thread bars (BRT) in the perforations (5) of the blocks.

[0072] Figures 125 and 126 show the circular fixing washer (ACF) and its installation on the total thread bar (BRT) to perform the locking on the common block (B02B), and can also be used inverted and pressed with the use of suitable tool through its perforations (37).

[0073] In the same segment as the circular fixing washer (ACF) for locking, the regular circular fixing washer (ACFR) is shown in figure 127, having the same objective as the circular fixing washer (ACF), however with the option of maneuvering ( regular) its fixation only in one position using suitable tools using drilling. In addition to obtaining better firmness and pressure when drilling through its long connection tube. Its application is exemplified in figure 128.

[0074] Figures 129, 130, 131 and 132 illustrate locking nuts in perspectives and different views exemplifying their applications on the full thread bar (BRT). In figure 129 a rectangular nut (P1), a square nut (P2) and an octagonal nut (P3) are shown.

[0075] Figure 133 shows the full thread bar (BRT) splice piece (BEM) in perspective.

[0076] Figure 134 shows different lengths of fastening screws (PAR) and flat washer (ARL). They are used to fix the locking straps to the angles, fitting perfectly into the perforations (38) of these locks and can be moved to any perforation in the case of short screws or going beyond the pieces to the perforation in the blocks in the case of long screws.

[0077] In figure 135 you can see the female locking strap (CTF), used in the gaps of the blocks' axes, which can be fixed in their perforations (38) by a full thread bar (BRT) and angles with the support of nuts and washers. Also notable on the female locking strap (CTF) is its fixing tab (39), which has the function of firmly and safely locking any male fixing that is coupled to it across its entire body. When forced, it expands at the same time as it tilts downwards, this mechanical movement will provide a “click” joining both pieces.

[0078] Figure 136 illustrates the male locking strap (CTM) whose difference in relation to the female locking strap (CTF) is together with its fixing tooth (40), which can be understood with the support of figures 137, 138 and 139 as its positions in its place of use, the coupling of the male piece which, when forced onto the female locking strap, will make the opposite movement, contracting until the locking between both pieces (“click”) still maintains the possibility of a lateral displacement between both (possibility to slide the pieces between them) and be uncoupled if necessary without damaging them.

[0079] Figure 140 shows the vertical locking clamp (GTV) which has only one specific use, as shown in figure 141, being applied for individual locking of the joining pieces together with the total thread bar (BRT) as can be understood from the perspective and top view in figures 142 and 143.

[0080] Figure 144 shows the short (CF90C) and long (CF90L) 90° angles. Both have perforations (41) for fixing with screws and full thread bars using nuts and washers. The angles (CF90C and CF90) in turn also have additional guide holes (42) used for the use of common iron screws, in order to provide reinforcement to these locks when deemed necessary, so that the screws penetrate in such a way as to shape and reopen the space between both pieces, giving greater firmness.

[0081] It can be understood in figures 145, 146 and 147 (perspective, side view and top view), its application location providing locking between the locking straps (CTF, CTM), function of the short angle (CF90C), and also allows the initial fixing of walls or divisions, making it possible to fix them horizontally to locking straps (CTF, CTM) and vertically to fix them to structures.

[0082] In figures 148 and 149 we can see the horizontal angular angle piece (CAH 20-180), which can be fixed from 20° to 180° having the same function as the fixed angle pieces, but in cases and needs for cutting parts in the horizontal that will not maintain their spans at 90°, the use of this angle iron facilitates the continued use of locking straps.

[0083] Figure 150 shows the male / male locking (TMM), used to join the meeting between two female locking pieces (CTF) as shown in figure 151.

[0084] Figure 152 shows the male / male angular locking (TAMM), maintaining the same function of joining the meeting between two female locking pieces (CTF), however in 90° ties and locks as shown in figure 153.

[0085] Figures 154 and 155 present and demonstrate the function of the extension piece (PROL), used to stretch between the locking straps (CTM) in order to maintain a free gap between the locks, but also keep their fixings aligned and firm. .

[0086] Different from the function of the extender (PRL), figure 156 shows the splice piece (EME), which can be freely fixed in any position or situation and can be cut if necessary.

[0087] Figure 157 shows the male / male angle free angle locking (TAMMal), also used to join the meeting between two female locking pieces, however this does not have a limited or standard angle and can be used in any irregular intersection between the locks, being joined by means of a screw and nut on its axis.

[0088] Figures 158 and 159 show the vertical angle angle piece (CAV) which has a free angle for fixing, maintaining the same function as the fixed angle pieces (CF90C, CF90L), but in cases and needs for cuts in vertical pieces that will not maintain its gaps at 90° in relation to the other fixing parts. The use of this angle bracket facilitates the continued use of locking straps (CTM, CTF) and other fixings. In the flaps of the vertical angle bracket (CAV) there are holes (41) for the passage of a pinned head (α) that allows them to fit.

[0089] The straight male locking (TMR) shown in figures 160 and 161 is used in female locking straps (CTF) when there is a need to continue only the total thread bar (BRT) and screws to be used as points of anchorage so that no other fastening exceeds the surface of the block.

[0090] Figures 162, 163 and 164 show the mechanical fixing joint (JMF) used in cases of cutting parts on slopes to correct the alignment, in order to continue the total thread bars (BRT) and maintain the fixings from the beginning to the end of the wall or division in the perforations of the blocks where it is used.

[0091] Figure 165 shows the straight fixing shoe (SAPR) and the circular fixing shoe (SAPC) used at the beginning or end of walls or divisions, aiming to facilitate the beginning and end of assembly by providing firmness in the anchors and facilitating the work at the same time. Either straight (SAPR) or circular (SAPC) footing can be used in structures (floors, beams and slabs) through their perforations (41, 42), joining the structures to total threaded bars (BRT) for locking the walls or divisions.

[0092] Figure 166 shows some types and sizes of structural reinforcement screens (TER) that can be used together with pillars or channels when using reinforced concrete. These are installed in the gaps of these pieces as can be seen in figure 167 with or without the use of fixing pins (43) in order to reinforce the walls of the blocks so that they are not damaged by the reinforced concrete, avoiding “bulging” or “bursts”.

[0093] Figures 168, 169 and 170 show the rotational splicing piece (EMER), used in splicing parts in curves or specifically in horizontal curve blocks (CH02B) for continuity.

[0094] Figure 171 shows in perspective the vertical splicing piece (EMEV) used to close gaps in the case of splicing straight finishing blocks. These must be cut to fit the piece so that it blocks gaps from one side of the room or wall to the other.

[0095] Figures 172 and 173 represent the passage tube part (TUCca) for the channel and its application so that the passage from the lower part to the upper part is maintained even after the channel has been concreted.

[0096] Figure 174 shows the rotational drum locking piece (TROT) used for internal fixing of the vertical curve block. In figure 175 it is possible to understand the use of this which can be adjusted according to its perforations at the angle that best suits the needs of the application.

[0097] Block and accessory correspondence table:

Claims (39)

1) MODULATION SYSTEM OF COUPLINGS, LOCKS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, blocks can be manufactured only with EPS or XPS, in EPS or XPS with reinforced concrete on the sides (conventional) and models in EPS or XPS with mortar film and polyester mesh on the sides; blocks meet widths of 90mm, 140mm and 190mm; for lengths, modulations called “coin style” follow; the common block (B02B) is the basis of the other blocks (B02A, B02C, B01B, B03B, B04B, B05B, B06B, B08B, B11B) and the modulation parts, being composed of a surface (1) where the subsequent part will be supported, upper tooth (2) where the pieces will form the fit that will maintain the vertical, plumb, and horizontal alignment of the division, lower tooth (3) that will support the upper tooth (2) forming this coupling between the pieces; the external walls (4) of all parts accept any type of finish; perforations for locking (5); circular recess (6); vertical cavity (7); female circular cavity (8), male circular cavity (8), male circular cavity (9) and horizontal cavity characterized by the contours of the common block (B02B) serving as a mirror for manufacturing the modulation parts, assembled with the aid of locking accessories and PVC fittings; the modulation parts are composed of measurement compensators (Co01A), (Co02A), (Co03A), (Co04A), (Co05A); height compensator (Co011B); channel part (C02B); bollard (P02C), male bollard (P05C), female bollard (P08C), male bollard and drill (P12C), female bollard and drill (P21C), double finish bollard and center perforation (P27C ), bollard with double finish and central perforation (P30C); male horizontal flipping part (IN01A), female horizontal flipping part (IN02A), male flipping part to gutter (IN03A), female flipping part to gutter (IN04A), upper flipping part (IN09A), lower flipping part (IN19B); horizontal curve block (CH02B); vertical curve block (CV06B); hollow block (O02C); finishing flashing (RAC 01C); compensating top finish (SAC06B), compensating top finish (IAC07B), compensating top finish (SAC14A); compensating top finish (IAC15AA), top finish (SACa18C); superior finish (SACa18C); upper coining piece (SAC28B), lower coining piece (IACa28B); male vertical finishing piece (AC30A); female vertical finishing piece (AC31A); union piece (UAC32C) with pins; male initial coining piece (AC34B), female initial coining piece (AC35B); sliced joining piece (UFAC36B); finishing piece for channel (ACC37B); L-shaped lashing piece (AML02B); T lashing piece (AMT08B); PVC locking accessories and fittings PVC full thread bars (BRT); circular fixing washer (ACF); regular circular clamping washer (ACFR); nuts P1, P2, P3; amendment (EMB); screws (PAR), washer (ARL); female locking strap (CTF); male locking strap (CTM); vertical locking clamp (GTV); short (CF90C) and long (CF90L) 90° angles; horizontal angle bracket (CAH 20-180); male/male locking (TMM); male/male angular locking (TAMM); extension piece (PROL); splice piece (EME); free angle male/male angle locking (TAMMal); vertical angle bracket (CAV); straight male locking (TMR); mechanical fixing joint (JMF); straight fixing shoe (SAPR) and circular fixing shoe (SAPC); structural reinforcement screens (TER); rotational splice piece (EMER); vertical splice piece (EMEV); passage tube (TUCca) for gutter; rotational drum locking piece (TROT). 2) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the length measurement compensator (Co01A) being coplanar, having the female circular cavity (8), the male circular protrusion (9), upper tooth (2) and lower tooth (3) consistent with the contour of the common block (B02B), which allows its modulation, shaping the cavity to accommodate supports and locks (11) and step (12) for accommodating bars and fixing straps. 3) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 2, characterized by the length measurement compensators (Co01A, Co03A, Co04A and Co05A) presenting the same concepts. 4) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the height compensator (C011B) having an elongated contour with a female circular cavity (8), male circular projection (9), upper tooth (2), lower tooth (3), perforations (5), horizontal cavity (7), consistent with the contour of the common block (B02B), which allows its modulation. 5) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the channel piece (C02B) having a female circular cavity (8), a male circular protrusion (9) and a tooth bottom that allows it to fit into the common block (B02B), in addition to a horizontal gap (14), with different thicknesses, for structural reinforcement with a beam (V). 6) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the pillar piece (P02C) having a female circular cavity (8), a male circular protrusion (9) and a tooth bottom that allows it to fit into the common block (B02B) and vertical span (15) with different thicknesses for structural reinforcement. 7) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 6 characterized by the male mooring bollard (P05C), female mooring bollard (P08C), male mooring bollard and perforation (P12C), female mooring and perforation bollard (P21C), double finishing bollard and central perforation (P27C), double finishing bollard and central perforation (P30C) present the same concepts. 8) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the male horizontal inversion (IN01A), applied when the assemblies are started with parts in which their continuities are female on both sides, it has a female circular cavity (8), a male circular projection (9) and a lower tooth that allows it to fit into the common block (B02B) just like the female horizontal inversion piece (IN02A). 9) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 8 characterized by the male inversion piece for the channel (IN03A), the female inversion piece for the channel (IN04A), the upper inversion part (IN09A) and the lower inversion part (IN19B) have the same concept. 10) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the horizontal curve block (CH02B) having a female circular cavity (8), male circular projection (9) , upper tooth (2), lower tooth (3) vertical cavity that allows it to be fitted to the common block (B02B), in addition to rotational fittings (16) on the axis of the part, enabling a rotational movement to both sides of up to 90° . 11) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the vertical curve block (CV06B) having a female circular cavity (8), male circular projection (9) , upper tooth (2), lower tooth (3) vertical cavity that allows it to fit into the common block (B02B), in addition to a circular cavity (17) in the upper part to accommodate the projection (18) in the lower part; for complete assembly it is necessary to use circular pins (19) in order to close the locking gaps (20). 12) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the hollow block (O02C) having a female circular cavity (8), male circular protrusion (9), tooth upper (2), lower tooth (3), vertical cavity (7), which allows it to fit into the common block (B02B), in addition to gaps (21) for passage and filling with mortar and concrete, and steel frames; the hollow block (O02C) is composed of two parts, upper and lower, coupled by linear fitting teeth (22). 13) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the finishing flashing (RAC 01C) having a lower tooth (3), drip trays (23), slope towards water drainage (24), and fittings for locking and fixing (25) in the common block (B02B). 14) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the upper compensating finish (SAC06B) having a female circular cavity (8), male circular protrusion (9), upper tooth (2), lower tooth (3), vertical cavity that allows it to fit into the common block (B02B), in addition to a straight finish (26) in order to facilitate finishing and avoid cracks. 15) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 14, characterized by the compensating upper finishes (IAC07B, SAC14A, IAC15A, SACa18C) presenting the same concept. 16) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the upper finishing piece (SACa18C) has a lower tooth that allows it to be superimposed on the common block (B02B) , in addition to having a straight surface (26) with fittings (29) that do not allow the part to become misaligned. 17) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the lower finish (IACa19C) having a straight surface (26) with fittings (29). 18) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the upper coining piece (SAC28B) having a straight surface (26) and fittings (29). 19) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the union piece (UAC32C) with pins (30) having a circular female cavity (8), circular protrusion male (9), upper tooth (2), lower tooth (3) that allows it to fit into the common block (B02B), in addition to differentiated cavities (31) for fitting locking clips so that there is an individual fixation of the part and perforations (32) for fitting pins (30). 20) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the male initial coining pieces (AC34B) and female initial coining pieces (AC35B) have a female circular cavity (8), male circular projection (9), upper tooth (2), lower tooth (3) that allows it to fit into the common block (B02B). 21) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the sliced joining piece (UFAC36B) with pins (30) having a female circular cavity (8), protrusion male circular (9), upper tooth (2), lower tooth (3) that allows it to fit into the common block (B02B). 22) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the finishing piece for the channel (ACC37B) has a male circular projection (9) and a straight corner (10), gap (14) and upper tooth (2) that allows it to fit into the common block (B02B). 23) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the L-shaped fastening piece (AML02B) having a female circular cavity (8), upper tooth (2) , lower teeth (3) and perforations (5) that allow it to be fitted to the common block (B02B). 24) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the T-shaped fastening piece (AMT08B) having a female circular cavity (8), upper tooth (2) , lower teeth (3) and perforations (5) that allow it to be fitted to the common block (B02B). 25) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the locking between common blocks (B02B) is carried out by PVC accessories such as full thread bars (BRT) that pass through perforations (5) for locking with circular recess (6) to accommodate nuts P1, P2, P3, flat washers (ARL), circular fixing washers (AC), circular fixing washer (ACF) and circular fixing washer with regulation (ACFR). 26) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the locking between common blocks (B02B) is carried out by PVC accessories such as female locking strap (CTF) with fixing tab (39) and male locking strap (CTM) with fixing teeth (40), by means of a click, which contour the cavities (7, 13) of the common blocks (B02B). 27) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the locking straps (CTF and CTM) are joined and extended by short 90° angles (CF90C) and long (CF90L). 28) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claims 1 and 27 characterized by the use of a horizontal angled piece (CAH 20-180), which can be fixed at 20 ° to 180°. 29) SYSTEM OF MODULATIONS OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claims 1 and 27 characterized by the male / male angular locking (TAMM) joining the meeting between two female locking pieces (CTF ). 30) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claims 1 and 27 characterized by the extension (PRL) joining the meeting between two female locking pieces (CTF) or two pieces male locking device (CTF). 31) SYSTEM OF MODULATIONS OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claims 1 and 27 characterized by the male angle lock / free angle male (TAMMal) joining two female locking pieces (CTF ). 32) SYSTEM OF MODULATIONS OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the vertical angle bracket (CAV) which has a free angle for fixing to have the same function as the fixed angle brackets (CF90C , CF90L). 33) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claims 1 and 27 characterized by the straight male locking (TMR) joining the meeting between two female locking pieces (CTF). 34) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the mechanical fixing joint (JMF) being used in cases of cutting parts in situations of slopes for a alignment correction. 35) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the straight fixing shoe (SAPR) and the circular fixing shoe (SAPC) used at the beginning or end of walls or divisions; They can be used in structures (floors, beams and slabs) through their perforations (41, 42), joining the structures to the total threaded bars (BRT) that lock the walls or divisions. 36) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized in that the rotational seam (EMER) is used in seams of curved parts or specifically in horizontal curve blocks ( CH02B). 37) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the vertical splicing piece (EMEV) used to close gaps in the case of splicing straight finishing blocks . 38) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1 characterized by the passage tube piece (TUCca) for the channel and its application in order to maintain the passage of the bottom to the top even after concreting the channel. 39) MODULATION SYSTEM OF COUPLINGS, LOCKINGS AND FITTINGS OF WALLS AND DRY PARTITIONS OF VERTICAL CONSTRUCTIONS, according to claim 1, characterized by the rotational drum locking (TROT) used for internal fixing of the block of vertical curves.