WO2020204687A1 - Système modulaire de constructions fixes - Google Patents

Système modulaire de constructions fixes Download PDF

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Publication number
WO2020204687A1
WO2020204687A1 PCT/MX2019/000053 MX2019000053W WO2020204687A1 WO 2020204687 A1 WO2020204687 A1 WO 2020204687A1 MX 2019000053 W MX2019000053 W MX 2019000053W WO 2020204687 A1 WO2020204687 A1 WO 2020204687A1
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WO
WIPO (PCT)
Prior art keywords
profile
connector
plate
connectors
modular system
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Ceased
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PCT/MX2019/000053
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English (en)
Spanish (es)
Inventor
Mario BAUTISTA ALONSO
Mario BAUTISTA ABRAHAM
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Individual
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Individual
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Publication of WO2020204687A1 publication Critical patent/WO2020204687A1/fr
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms

Definitions

  • the present invention belongs to the technical field of civil engineering, specifically to the field of housing constructions, more specifically to the technical field of construction arrangements that present an arrangement with different elements in their configuration for their construction, and even more Specifically, the present invention refers to a modular system of fixed constructions.
  • US Patent No. 760,511 (Allustr et al), describes a square collar comprising angled steel members and cross pieces, in which the upper and lower horizontal flanges (te the steel members in angle form corner pieces adapted to receive horizontal structural members
  • US Patent 4,885,883 (Wright) teaches a unitary rectangular sleeve construction adapted to receive a vertically aligned piece of wood, as well as horizontal sleeves to receive structural members horizontal.
  • a prefabricated modular building construction system is mentioned in document US5065558A where its reinforced concrete wall components have V-shaped top, bottom and side margins, and these margins have cooperative coupling with horizontal frame parts. and corresponding verticals to provide a laterally stable support and connection between the wall components and the frame parts.
  • the eyes anchored in the concrete are spaced along the margins of the wall components for use in elevating the wall components and for interconnecting them with the horizontal and vertical components of the frame.
  • the connection between the horizontal and vertical parts of the frame and the shoes also comprises anchoring projections and cooperating box-type connectors receiving the projections.
  • Various anchor projection arrangements are provided to connect the adjoining walls of a building.
  • the present invention has the task of presenting a modular arrangement that solves the previously described drawbacks and provides significant advantages in its utility, since it is a modular construction system for homes with characteristics similar to those described in the documents above. aforementioned, with a series of components in its structure that allow an easy and simple manipulation of the same, without neglecting at a certain moment the safety of both the system and the user who uses it for its use.
  • buildings can be fixed or temporary constructions of easy erection, long useful life as well as minimum maintenance requirements, where this building includes the implementation of a series of panels and connectors to form its structure, where they have a series of realizations depending on the needs of the user, manufacturer and carrier, always trying to provide a construction that has adequate thermal / acoustic insulation, that is fire retardant, resistant to different additional agents such as humidity, spread of fungi and mold, spread of insects, termites, bacteria, rodents without neglecting the structural part at any time, where the panels used can be empty in their internal part or even have some filling in their walls, depending on the client's needs where this filling can be composed of sand, concrete, mortar based on non-organic material with cement or lime, concrete that ad Furthermore, it is reinforced with steel, EPS periites, PUR, fiberglass, mineral wool with the additional aim of also increasing thermal and acoustic insulation.
  • Said system also provides the facility of an easy modular assembly with inserts in the form of a "clip" (such and cone is shown in figures 8, 9 and 10) that facilitates the work of assembly in the field, where this assembly of walls can be done in parallel to the foundation assembly, reducing operating times and finally where this system can receive the treatment of any construction, such as paint finishes, texture, waterproofing, as well as simple maintenance based on resins.
  • a clip such and cone is shown in figures 8, 9 and 10
  • Figure 1 shows an isometric view of an embodiment of the modular system of fixed constructions (1).
  • Figure 2 shows an isometric view of an embodiment of the modular system of fixed constructions (1), indicating the location of several of its components.
  • Figure 3 shows a side view of the foundation portion of an embodiment of the modular system of fixed constructions (1).
  • Figure 4 shows a side view of the foundation profile of the modular system of fixed constructions (1).
  • Figure 5 shows an isometric view of the foundation profile of the modular system of fixed constructions (1) in contact with a panel (70) and a connecting I (80).
  • Figure 6 shows a top view of a Panel (70).
  • Figure 7 shows a top view of connector I (80).
  • Figure 8 shows a top view of the assembly of a panel (70) with an I connector (80).
  • Figure 9 shows a top view of the assembly of a panel (70) with a connect I
  • Figure 10 shows a top view of the assembly of a panel (70) with a connect I
  • Figure 11 shows a top view of one embodiment of Panel (70).
  • Figure 12 shows a top view of one embodiment of Panel (70) in a folded arrangement.
  • Figure 13 shows a top view of one embodiment of Panel (70).
  • Figure 14 shows a top view of an embodiment of Panel (70) in a folded arrangement.
  • Figure 15 shows a top view of one embodiment of the I connector (80).
  • Figure 16 shows a top view of one embodiment of the I connector (80) in a folded arrangement.
  • Figure 17 shows a top view of an embodiment of the I connector (80)
  • Figure 18 shows a top view of one embodiment of the I connector (80) in a folded arrangement.
  • Figure 19 shows a top view of an embodiment of the garter (76)
  • FIG 20 shows a top view of the fascia connector panel (86)
  • Figure 21A shows a top view of the assembly of a fascia connector panel (86) with a tie (86)
  • Figure 21 B shows an isometric view of the panels and connectors I with a perforation (88) in their lateral faces.
  • Figure 21C shows an isometric view of the panels and connectors I with a perforation (88) in their lateral faces.
  • Figure 22 shows an exploded isometric view of an embodiment of the base plate for connector L (20).
  • Figure 23 shows an isometric view of an embodiment of the base plate for connector L (20).
  • Figure 24 shows a top view of the cover base (50).
  • Figure 25 shows a top view of the L-connector (20).
  • Figure 26 shows an exploded isometric view of the T-profile Connect (30).
  • Figure 27 shows an isometric view of the T-profile Connect (30).
  • Figure 28 shows an isometric view of the Connect in profile T (30).
  • Figure 29 shows an isometric view of the T-profile Connect (30).
  • Figure 30 shows an isometric view of the Connect in profile T (30).
  • Figure 31 shows a top view of the Connect Tee (90).
  • Figure 32 shows an exploded isometric view of the PTR Base Plate (90).
  • Figure 33 shows an isometric view of the PTR Base Plate (90).
  • Figure 34 shows a top view of the panels (70), I connectors (80), L connection (20) and T connection (90) and the incorporation of a connection panel
  • Figure 35 shows a top view of the joining panel (5).
  • Figure 36 shows a top view of the lintel frame (100).
  • Figure 37 shows an isometric view of the lintel frame (100) located at the bottom of a window.
  • Figure 38 shows an isometric view of the lintel frame (100) located on top of a door.
  • Figure 39 shows an isometric view of the frame for lintel (100) located in the lower part of a window.
  • Figure 40 shows a top view of the panel frame (105).
  • Figure 41 shows an isometric view of the panel frame (105) located on the side of a window.
  • Figure 42 shows a top view of the connecting frame (110).
  • Figure 43 shows an isometric view of the docking frame (110) located on the side of a window.
  • Figure 44 shows an isometric view of an embodiment of the modular system of fixed constructions (1), indicating the location of several of its components.
  • Figure 45 shows a top view of the inclined cover profile (230).
  • Figure 46 shows an isometric view of the indexed cap profile (230) located on the top of Panels and connectors I.
  • Figure 47 shows an isometric view of a lintel frame, located in the upper part of the structure.
  • Figure 48 shows a side view of the sloped cap profile (230) located on a roof portion.
  • Figure 49 shows an exploded isometric view of the pinion anchor assembly (130).
  • Figure 50 shows an isometric view of the walking pin assembly (130).
  • Figure 51 shows an isometric view of the pinion anchor assembly (130).
  • Figure 52 shows an isometric view of the pinion assembly (130).
  • Figure 53A shows an isometric view of the walker (131).
  • Figure 53B shows a side view of the pinion anchor (131).
  • Figure 54A shows an isometric view of the counter plate profile (140).
  • Figure 54B shows a front view of the counter plate profile (140).
  • Figure 55 shows a side view of the Z-profile (190).
  • Figure 56 shows an isometric view of the Z-profile (190).
  • Figure 57 shows an exploded isometric view of the upper L connector assembly (150).
  • Figure 58 shows an exploded isometric view of the upper L connector assembly (150).
  • Figure 59 shows an isometric view of the assembly profile (151) and the two riser plates (152).
  • Figure 60 shows an isometric view of one of the adjustment washers (155) located on the ceiling.
  • Figure 61 shows an exploded isometric view of the upper T-connector assembly (170).
  • Figure 62 shows an isometric view of the upper T-connector assembly (170).
  • Figure 63 shows an isometric view of the assembly plate (171) of the upper T-connector assembly (170).
  • Figure 64 shows an isometric view of one of the trim washers (174) located on the ceiling.
  • Figure 65 shows an exploded isometric view of the plate-eaves arrangement (180),
  • Figure 66 shows an isometric view of the plate-eaves arrangement (180).
  • Figure 67 shows an isometric view of the plate-eaves arrangement (180).
  • Figure 68 shows a side view of the plate-eaves arrangement (180).
  • Figure 69A shows an isometric view of the outer plate (181).
  • Figure 69B shows a side view of the outer plate (181).
  • Figure 70A shows an isometric view of the inner plate (186).
  • Figure 70B shows a side view of the inner plate (186).
  • Figure 71 shows an isometric view of the eave-plate arrangement (180)
  • Figure 72 shows an isometric view of an embodiment of the modular system of fixed constructions (1).
  • Figure 73 shows an isometric view of an embodiment of the modular system of fixed constructions (1).
  • Figure 74 shows an isometric view of the Insertion of a C profile in a panel (70) or I connect (80) of the ceiling.
  • Figure 75 shows an isometric view of the insertion of a C-profile in a panel (70) or connect I (80) of the ceiling.
  • Figure 76 shows a side view of the C-profile (210).
  • Figure 77 shows a side view of the ridge profile (211).
  • Figure 78A shows an isometric view of the ridge connector (212).
  • Figure 78B shows a front view of the ridge connector (212).
  • Figure 79 shows an isometric view of the ridge connector assembly (212).
  • Figure 80 shows a front view of the ridge connector assembly (212).
  • Figure 81 shows an isometric view of the ridge beam (215).
  • Figure 82 shows an isometric view of the ridge beam (215) with the ridge profile (211).
  • Figure 83 shows an isometric view of the ridge beam (215) with the ridge profile (211) and the roof.
  • Figure 84 shows an isometric view of the ridge beam (215) with the ridge profile (211), the roof and a second ridge profile (211).
  • Figure 85 shows an Isometric view of the ridge beam (215) with the ridge profile (211), the roof and a second ridge profile (211).
  • Figure 86 shows an isometric view of an embodiment of the modular system of fixed constructions (1).
  • Figure 87 shows an isometric view of the modular system of fixed buildings, with the distribution of the PTR profiles throughout the system.
  • Figure 88 shows a top view of the modular system of fixed constructions, with the distribution of the PTR profiles throughout the system.
  • Figure 89 shows an isometric view of the modular system of fixed buildings, with the distribution of the PTR profiles throughout the system.
  • Figure 90 shows a sectioned isometric view of the modular system of fixed constructions, with the distribution of the PTR profiles throughout the system.
  • Figure 91 shows a sectioned isometric view of the modular system of fixed constructions, with the distribution of the PTR profiles throughout the system.
  • Figure 92 shows an isometric view of the upper part of the walls where there are a series of cuts (200) (203).
  • Figure 93 shows an isometric view of the rod assembly (201).
  • Figure 94 shows an isometric view of the rod assembly (201) inserted into a joist (204).
  • Figure 95 shows an isometric view of the upper part of the walls where there are a series of cuts (200) (203) with a rod assembly (201).
  • Figure 96 shows an isometric view of the upper part of the walls where there are a series of cuts (200) (203) with a rod reinforcement (201) and a perimeter mezzanine profile (300).
  • Figure 97 shows an isometric view of the upper part of the walls where there are a series of cuts (200) (203) with a rod assembly (201), a perimeter mezzanine profile (300) and a plurality of profiles of vault (217).
  • Figure 98 shows an isometric view of the upper part of the walls where there are a series of cuts (200) (203) with a rod reinforcement (201), a perimeter mezzanine profile (300) and a plurality of joists ( 204).
  • Figure 99 shows an isometric view of the upper part of the walls where there are a series of cuts (200) (203) with a rod reinforcement (201), a perimeter wall overhang (230) and a plurality of joists ( 204).
  • Figure 100 shows an isometric view of the concrete poured on top of the vault profiles (217).
  • Figure 101 shows an isometric view of the concrete poured on top of the vault profiles (217).
  • Figure 102 shows an isometric view of the concrete poured on top of the vault profiles (217).
  • Figure 103 shows an isometric view of the concrete poured on top of the vault profiles (217).
  • Figure 104 shows an isometric view of the concrete poured on top of the vault profiles (217).
  • Figure 105 shows an isometric view of the upper part of the second level where the grooves (280) can be seen.
  • Figure 106 shows an isometric view of the upper part of the second level where the grooves (280) can be seen.
  • Figure 107 shows an isometric view of the upper part of the second level where the overhangs of internal walls (225) can be seen.
  • Figure 108 shows an isometric view of the upper part of the second level where the joists (204) and the vault profiles (217) can be seen.
  • Figure 109 shows a front view of the perimeter mezzanine profile (300).
  • Figure 110 shows an isometric view of the perimeter mezzanine profile (300) placed on top of a wall.
  • Figure 111 shows an isometric view of the perimeter mezzanine profile (300) embedded in the upper part of a wall.
  • Figure 112 shows a front view of the wall offset (295).
  • Figure 113 shows an isometric view of a vault profile (217).
  • Figure 114 shows an isometric view of the assembly of a vault profile (217) with a series of joists (204).
  • Figure 115 shows a front view of a slab overhang (220).
  • Figure 116 shows an isometric view of a slab overhang (220) assembled with a lintel frame (100).
  • Figure 117 shows an isometric view of a slab overhang (220) assembled with a lintel frame (100) and a plurality of vault profiles (217).
  • Figure 118 shows a front view of an internal wall overhang (225).
  • Figure 119 shows an isometric view of an internal wall overhang (225) on top of a second level wall.
  • Figure 120 shows a front view of a series of vault profiles (217) in the upper part of a second level wall.
  • Figure 121 shows a front view of a series of vault profiles (217) in the upper part of a second level wall in conjunction with a perimeter wall overhang (230).
  • Figure 122 shows a front view of a perimeter wall overhang (230).
  • Figure 123 shows an isometric view of a perimeter wall overhang (230) on top of a second level wall.
  • Figure 124 shows an isometric view of a perimeter wall overhang (230) on top of a second-level wall, in conjunction with a plurality of vault profiles.
  • Figure 125 shows an isometric view of a perimeter wall overhang (230) on top of a second level wall, in conjunction with a plurality of vault profiles.
  • Figure 126A shows a side view of the cap (234).
  • Figure 126B shows an isometric view of the cap (234).
  • Figure 127 shows an isometric view of a perimeter wall overhang (230) on top of a second level wall coupled with the cover (234).
  • Figure 128 shows an isometric view of a perimeter wall overhang (230) on top of a second level wall coupled with the cap (234).
  • Figure 129 shows an isometric view of a perimeter wall overhang (230) on top of a second level wall, in conjunction with a plurality of vault profiles.
  • Figure 130 shows a side view of the perimeter falsework, (240).
  • Figure 131 shows an isometric view of the perimeter falsework, (240).
  • Figure 132 shows an isometric view of the perimeter falsework, (240).
  • Figure 133 shows an isometric view of the perimeter falsework (240) attached to the upper part of a second-level wall, as well as a plurality of vault profiles (217).
  • Figure 134 shows an isometric view of the perimeter formwork, (240) coupled to the upper part of a second level wall, as well as a plurality of vault profiles (217).
  • Figure 135 shows a side view of the ridge joint (245).
  • Figure 136 shows an isometric view of the exterior of the system once the slabs have been cast.
  • Figure 137 shows an isometric view of the vault profiles located on the second level floor.
  • Figure 138 shows an isometric view of the vault profiles located on the second level floor and covered with concrete.
  • Figure 139 shows a partial isometric view of the vault profiles located on the floor of the second level.
  • Figure 140 shows an isometric view of the vault profiles located on the second level floor.
  • Figure 141 shows an isometric view of the vault profiles located on the second level floor.
  • Figure 142 shows an isometric view of the vault profiles located on the floor of the second level.
  • Figure 143 shows an isometric view of the vault profiles located on the second level floor.
  • Figure 144 shows a side view of the ridge-wall joint (250)
  • Figure 145 shows an isometric view of the ridge-wall junction 250 and the ridge junction (245).
  • Figure 146 shows an isometric view of the modular system of fixed buildings (1) with its two levels.
  • Figure 147 shows an isometric view of the modular system of fixed buildings (1) with its two levels. DESCRIPTION OF THE INVENTION
  • the present invention refers to a modular system of fixed constructions (1) which is configured to provide a structure that has a variation in its arrangement that is adaptable to the terrain conditions where it is built, in the same sense it is composed of elements that in their interaction manage to provide a structure that has adequate stability and support to be habitable, without neglecting the applications of a structure of this type such as drainage networks, electrical installation, gas, among others, the preferred embodiments of the present invention, as well as other embodiments thereof, will now be further described with reference to the accompanying drawings, in which reference numerals designate corresponding parts throughout the various views.
  • a foundation profile (10) is placed where it has a cross section formed by two parts, a first L-shaped portion (11) and a second U-shaped portion (12) at its cross section, these join in the upper part of the L-shaped portion where a receiving channel (13) is formed that functions to engage a panel (70) or an I-connector (80);
  • a concrete base (14) is placed on the substrate (15) where the foundation profile (10) is placed, where the concrete level reaches the part upper portion of the U-shaped portion (12) preferably at a distance with a magnitude of at least 8cm from the substrate (15) where it is placed;
  • a plurality of panels (70) are placed together with a plurality of I connectors (80), corrector L (200) connect T (90) and cover base panels (50), where wall panels that refer to I-brackets or panels can be filled with sand, concrete, non-organic mortar with cement or lime.
  • said foundation profile (10) must first be placed on the delimiting periphery of the system; subsequently in its upper part a plurality of panels (70) are placed together with a plurality of I connectors (80), connect L (200) connect T (90) as well as the cover base panels (50), finally a concrete base. Therefore, it is necessary that the walls are partially reinforced before having placed or cast the base, concrete surface or foundation slab, the casting of the base or concrete surface, is carried out up to the upper part of the shaped portion. of U (12) this has the advantage of creating a positive height difference of at least one centimeter preferably with respect to the level located on the outside, this in order to avoid humidity or water from the outside inside the building.
  • the panels (70) are composed of a plurality of central connectors (71), preferably three, where these connectors are arranged parallel to each other, and that at each of their ends are in connection with a connect longitudinal (72) in a perpendicular shape, where in turn said longitudinal connection has a pair of partial recesses (73) on its outer surface that gives it a wall appearance once the panel (70) is arranged in a vertical;
  • the Panel (70) has a pair of connectors (74) which in turn have a triangular shape, where at one of its ends they have an anchoring hole (75) that allows to link with a connect I (80).
  • the I connectors (80) have a globally rectangular shape with a plurality of central connectors (81), preferably three that are arranged perpendicularly at each of their ends with a longitudinal connector (82) that extends outside the body generated by the central connectors (81) having a hook-shaped termination (83), at each of its ends where said termination is assembled or coupled with the anchor recess (75), as shown seen in Figures 8, 9 and 10, additionally there is a partial recess (84) in each of the longitudinal connectors that give it a wall appearance when the connection I (80) is placed vertically on top of the foundation profile.
  • the Panel (70) In a second embodiment of the Panel (70) it has to be presented in a flexible mode, where it has a plurality of hinges (74), preferably two, distributed in its central connectors (71), where these hinges achieve that this Panel (70) collapses to reduce its space during transfer tasks, as can be seen in figures 11 and 12
  • the Panel (70) has to be presented in a one time fold type mode, where there is at least one pair of points (75) located in the central connectors (71) where once extended, no it can return to its folded shape, and is placed above the foundation profile (10) for the construction of the house; as seen in figures 13 and 14
  • Connect I (80) In a second embodiment of the Connect I (80), it has at least one pair of hinges (84) located in the central connectors (81) where these hinges make this connect I (80) collapse to reduce its space during relocation tasks, as shown in figures 15 and 16
  • connection I (80) In a third embodiment of the connection I (80), it has to be presented in a one time fbld type mode, where there is at least one pair of points (85) located in the central connectors (81) where once extended no it can be returned to its folded form, and is placed above the foundation profile for the construction of the house; as seen in figures 17 and 18
  • a fourth embodiment of the union of panels (70) and connectors (80) they have to have a plurality of grooves (88) on their side faces where they have a preferential rectangular shape and extend along of each of these sides in order to allow the passage and connection of the material that enters the interior of the panels, such as concrete or sand, to name a few, and thus have a monolithic wall.
  • Said grooving (88) is also present in each of the embodiments of connecting I (80) of the panel (70) as well as of the band (76) in order to promote the union of the mixture that is entered.
  • panels (70) and I connectors (80) can be filled with sand, concrete, mortar based on non-organic material with cement or lime, concrete that is also reinforced with steel, EPS pearls, PUR, fiberglass , mineral wool or combinations thereof
  • a base plate to connect L (20) that is arranged to be placed in the corners or vertices that require the implementation of up to two perpendicular panels, and for the incorporation of a connecting L in its middle part;
  • This base plate to connect L (20) incorporates in its middle part, a central connector (21) that is integrated by a plate with a globally semicircular shape that has a plurality of holes passed on its surface and that in an area proximal to one of its vertices has at least two perpendicular joining plates (22) where said plates remain at an angle of at least 60 "with respect to each other where they also have at least one horizontally passed drilling, this in order to receive at least two base-cover panels (50) horizontally and at least one L-shaped connection (20) to subsequently join them through joining means, preferably thimble aided by nuts.
  • the cover base (50) has a global shape with a U-shaped cross section, where in its lower part it has a central groove (51) which is where the passed holes that connect with the base plate are located to connect L-shaped, at each of its ends, the base-cover (50) has a double extension (52) that provides the walls where the panels (70) and the I-shaped connectors (80) are inserted to obtain a solid fit.
  • the L-shaped corrector (20) has a globally quadrangular shape, which has a pair of threads (21) in two opposite vertices, where one of these threads has a parallel reinforcement (22), in communication with the opposite end where the reinforcement (22) is located, each of these faces has at least one pair of connection extensions (23) where these connections have a hook-shaped termination that comes into contact with the terminations (83 ) (75) of the I-corrector (80) AND of the panel (70)
  • a profile corrector T (30) where it has a portion of a semicircular metal plate, as well as a plurality of holes passed in a circular way on its surface, where these allow to join two cover base type panels (50) in an arrangement horizontal, making these have a linear connection between two of them and one perpendicular, the latter aided by a vertical plate (31) that is located in an area near the middle part of the T-connection (30) and which also provides the space so that in the upper part, a T-corrector (90) can be inserted and fixed through joining means.
  • the connecting T (90) has a main frame of a generally quadrangular shape where said frame has an extension (91) at each of its vertices, where said extension has a hook-shaped termination (92) this connect in T is located in the upper part of the connecting plate in T (30), while in the upper part of the aforementioned frame, there is a truncated pyramidal arrangement, where it has in turn and in its upper part, of a pair of connection extensions (93) where these extensions have a hook-shaped termination.
  • a PTR base plate (40) where it is integrated by a connecting base ( 41) that has a rectangular cross section and that in its lower part has at least one pair of through holes that allow the entry of at least one pair of connecting means that hold and that are coincident with the holes of the Cover base (50), in the upper part of the connecting base, there is a post (42) in a vertical arrangement, where it is erected from the base to the roof of the structure.
  • Figure 34 shows an illustration where you can see how the connection between the panels (70), I connectors (80), L connection (20) and T corrector (90) is.
  • a junction panel (5) that connects between an I connector (80) and an L connector (20) since this junction panel (5) has a section in the form of I, where each of its ends has a groove (6) in the middle, while each of the sides of said groove has a triangular-shaped termination (7) where it can be inserted at the end terminals of the L connectors.
  • the modular system of fixed constructions (1) also has adjustments in its configuration for the reception and inclusion of spaces for the placement of doors and windows, for these cases there is a frame for lintel (100) a panel frame (105) and a connector frame (110)
  • the frame for lintel, (100) is placed in the horizontal portions of a door and / or window and this is composed of a body with a U-shaped section where it has a double wall on each of its sides (101) where these have a rounding at each of their ends and also have a groove in an area close to the middle part of the double wall on the outside that allows a better accommodation with the panel that connects
  • the lintel frame (100) has a rectangular extension (102) in its lower part that is preferably arranged in the part of the doors and in the event that it is placed in a window this works as means of accommodation of the same.
  • the panel frame (105) has a first extension (106) in the lower part of its arrangement where it functions as a retention element in the event that said panel frame (105) is placed on a door ; or as an element for positioning a window;
  • this frame has an extension (108) at each of its ends where This extension (108) has a hook-shaped termination that functions as a connection element with the connectors (74) of the panel (70).
  • the connecting frame (110) has a first extension (111) in the lower part of its arrangement where it functions as a retention element in the event that the panel frame is placed on a door; or as an element of positioning of a window in the event that connector frame (110) is required to be placed in one of these, the connecting frame (110) has a central frame (112) where this frame has an extension (113) at each of its upper and lower ends where this extension has a generally triangular shape and that this in turn has a lateral cavity (114) for receiving a T-connector, an I-connector or a connector.
  • L lateral cavity
  • the structure is closed by two types of covers, having firstly that the terminations corresponding to the ceiling reception position where it has a perpendicular drop, there is an inclined cover profile (230) where this profile has a triangular arrangement in its upper part that It has a double wall (231) on one of its sides that extends towards the bottom of the same, while at the opposite end of said double wall, there is a second double wall (232) that has a similar length to the first, with the difference that it reaches a point below the level of the first one every time its structure is injected at a point inferred from the triangular arrangement; the indinate plane (233) formed in the upper part of the triangular arrangement is the base for the roof of the structure to be placed, while the cavity formed in the lower part of the triangular arrangement as a means of inserting the corresponding profile that can be
  • an anchor-pinion assembly where there is a pinion anchor (131) that has an arrangement made up of two parallel profiles joined at each of their ends by a middle plate, where the parallel profiles have a series of through holes that allow them to receive a plurality of fixing means, preferably screws, at one of the ends of the pinion anchor (131 ) there is the incorporation of a counter plate profile (140) in which it has a globally trapezoidal shape, with at least a couple of holes passed on its surface that allow it to receive the fixing means present in the pinion anchor, since the axial axes of its past bores are coincident;
  • a Z-profile 190
  • PTR profile (135) where it is placed to add support and stability to the structure in general; it is made up of a preferably quadrangular cross section and in the upper part it is accommodated through the insertion of at least one pair of spars (136) preferably made of PVC.
  • an upper assembly to connect L (150) where it is made up of an assembly profile (151) composed of two ascending plates (152) vertically in where these are arranged perpendicularly, and united by an L-shaped plate that is placed horizontally and that joins the ascending plates at the top, with each ascending plate coinciding with each of the lateral faces of a connect in L (20).
  • the assembly profile (151) In the lower part of the assembly profile (151) it has an adjustment shim (153), where it consists of a generally quadrangular plate and that has an upper extension that allows the adjustment of the adjustment shim with the assembly profile (151), finally the assembly profile (151) together with the adjustment shim (153) are aligned to be able to be joined by a central axis (154) that is integrated by a body of preferably circular cross-section that has a threading in an area close to its upper end, where it is exposed so that a portion of the roof, once placed on the upper wall of the structure, can be anchored to the itself, aided by an adjustment washer (155) as shown in figure 59.
  • T-connectors (90) of the system object of the present invention there is an upper assembly to connect in T (170) where it is assembled in the area before mendoned and induces the implementation of a assembly plate (171) wherein this plate has a U-shaped cross section and has a plurality of bores on its surface, having at least one pair of these on its lateral faces and at least one on its upper face, while in the lower part of this assembly plate (171) an adjustment shim (172) is installed, whose quadrangular shape with a hole passed in its middle part is consistent with the axial axis of the upper hole of the assembly plate ( 170), where it is also fixed through union means, preferably screwed to the side walls of the T-connector (90), finally there is also a central connector (173) in the middle part of the upper assembly to connect at T (170) where is Connect has a preferably circular cross section and also has a rope in an area close to one of its ends, which allows a fixing means to be screwed onto it so
  • eaves-plates In the upper part of the PTR base plate (40) there is an arrangement of eaves-plates (180), where these have the implementation of an external plate (181) and an internal plate (186), in where the external plate (181) has a section formed by the union of three portions of plates, where the first is vertically and joins parallel to the external wall of a wall of the system, in the upper part from this and at an angle of at least 30 ° with respect to a vertical plane, there is an indinated plate (183) which, at the opposite end to that of the vertical plate, connects with a ceiling plate (184) which is the plate which eventually supports the roof of the structure, the fixation is given by means of the vertical plate (182) and the ceiling plate (184) by means of union preferably tomillerla since these parts have at least one pair of holes passed on their surface that allow them to receive said joining means and achieving embedment with the structure; in the middle part of the upper part of the PTR base plate (40) there are at least one pair of spacers (185) that provide the
  • this Internal plate (186) In the internal portion of the wall, there is an internal eaves plate (186) that is arranged as a reinforcement of the external plate that has been mentioned previously, this Internal plate (186) has a globally rectangular shape, where at one of its ends it presents a rounding at each of its vertices, as well as a pair of holes passed on its surface that allow a pair of means of union (187) preferably threads, enter through this internal plate, the PTR profile and the vertical plate (182) since all these plate and profile bores are coincident.
  • each roof portion made up of a panel (70) or a corrector i (80 ) a C-shaped profile (210) is inserted that has a groove in its internal part through which the corresponding means of connection passes and as a reinforcement increases the contact surface to give greater support to the ceiling, as observed in the figure 73 and 74,
  • a ridge profile (211) that has an arrangement of two inclined planes joined at their upper ends by a horizontally arranged plate and which is arranged in the upper part of the the structure, at the junction of the roof profiles, the ridge profile is arranged to close the structure in such a way as to prevent the entry of moisture, dust and other agents inside the structure
  • a ridge connection (212) where it has a plate composed of a series of profiles where you can first find a medium triangular arrangement (213) that has at each of its ends an ascending plate (214) that is erected at an angle of at least 80 ° with respect to the corresponding middle triangular arrangement, where each of these ascending plates (214) as well as the triangular arrangement have a drilled hole in the surface which allows them to receive a means of union that joins the ascending plates (214) with a frame for lintel (100) at each of their ends while in their lower part they are connect
  • a ridge beam (215) in the middle part of the walls that define the structure, where this ridge beam (215) has at least a pair of holes by means of which the ridge profile (211) is fixed and on this place the panels and connectors I that define the roof of the structure, to later place a new ridge profile that seals the aforementioned arrangement, while at the lower end it has a connecting means (216)
  • the system object of the present invention has an arrangement of slabs with casting for the mezzanines, roofs where there is the need to implement a slope and an overhang, firstly, in the upper part of each of the walls there is a cut (200) that generates a channel along the walls, which helps in the introduction of a reinforcement of rod (201) inside of the walls, where this reinforcement of rods has an arrangement consisting of a pair of parallel rods in its lower part, as well as an arrangement of at least two rods in the upper part joined by one more in its upper part in where this arrangement has the functions of an enclosure chain, this same channel can be used as a means of passing electrical connections, as well as a plurality of cuts (203) in each of the internal walls of the walls that allow the introduction of joists (204), where these joists are integrated by a reinforcement of rod (201) inserted in a concrete block that at each of its ends has at least one pair of projections (202) that are the excess sections of the rod assembly (
  • each one of the vault profiles is arranged in the middle part of two joists, where said vault profiles are preferably made of PVC, their form and arrangement can be seen as shown in figure 96,
  • the distribution of the concrete on the vault profiles (217) is carried out up to an area near the top of a perimeter mezzanine profile (100) where this in turn supports a plurality of profiles that make up a turn the walls of the second level of the construction, where these profiles are the panels (70) interconnected with I connectors (80), where the arrangement of both the distribution of the concrete and the arrangement of the panels and connectors above the perimeter floor can be seen in figures 99, 100, 101, 102 and 103
  • a plurality of grooves (280) of a generally quadrangular shape located in specific areas of the same, where these grooves are arranged for the implementation of a series of internal wall overhangs (225) and a series of joists (204) where these support a plurality of vault profiles ( 217) for the assembly of the roof of the structure, in conjunction with the incorporation of a frame for lintel (100) in at least two of its ends that connects with a slab overhang (220)
  • a perimeter mezzanine profile (300) where it has a main connection (301) that It has a globally rectangular shape and is arranged vertically and / or parallel to the Panel profile (70) or connect in I (80) as appropriate, in the lower part of the main connector (101) there is a connect inverted (302) wherein it has an inverted U-shaped section that extends from an area near the middle part of the main connector (301) to a zone near the lower end thereof; while in the upper part of the main connection (301) there is an upper wall base (303) where it has an L-shaped section to which the walls that are integrated with Panels ( 70) and I-profiles (80) of the upper part of the construction, it is important to note that the portions where both the inverted connect and the upper wall base (303) are connected are thicker than the rest of the profile of mezzanine, this in order to raise the level of support as well as show a homogen
  • a perimeter wall overhang (230) that has a lower U-shaped base (211) that extends along the overhang, said section has an extension in each of its upper ends, in one of said extensions there is the incorporation of a concrete retention means (232) that has a lower portion of greater thickness than the rest of the overhang and that extends in a ascending in a vertical arrangement, having in its upper part a hook-shaped fold that makes the concrete retaining bottoms and prevent their spillage.
  • a L-shaped cover (234) that occupies the interior of the profile, as shown in figure 127 128
  • a perimeter falsework For the reception of concrete in the upper part of the vaults, the incorporation of a perimeter falsework is also used, (240) which has a profile that incorporates two portions of plates with bends, firstly in the upper part there is a vertical profile ( 241) which in its upper part has a fold towards the interior of the structure, where this fold has an inverted U shape that in turn retains the poured concrete in the upper part of the vault profiles (217), in the lower part of the perimeter dam (240) has a wall profile (242) where it has a vertical arrangement and that on one of its sides has a groove that is inserted in the lateral area of a wall so it is thicker than the rest of the perimeter falsework.
  • this ridge-wall junction (250) is arranged on the top of the structure and is also located below the concrete bed that is extended to pour into the structure.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

La présente invention concerne un système modulaire de constructions fixes (1), lequel système est conçu pour fournir une structure ayant une série de composants modulaires dans son agencement qui sont adaptables aux conditions du terrain où il est édifié. Dans ce sens, il est composé d'éléments qui, lors de leur interaction, parviennent à fournir une structure qui présente une stabilité et un support adéquats pour être habitable, sans laisser de côté les applications d'une structure de ce type comme le sont les réseaux de drainage, l'installation électrique, de gaz entre autres, pour être appliquée de manière modulaire dans des structures de bureaux, de commerces, d'industrie,de lieux de réunion, à fonction éducative, de laboratoire entre autres.
PCT/MX2019/000053 2019-03-29 2019-05-07 Système modulaire de constructions fixes Ceased WO2020204687A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
MXMX/A/2019/003739 2019-03-29
MX2019003739A MX2019003739A (es) 2019-03-29 2019-03-29 Sistema modular de construcciones fijas.

Publications (1)

Publication Number Publication Date
WO2020204687A1 true WO2020204687A1 (fr) 2020-10-08

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ID=72666829

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/MX2019/000053 Ceased WO2020204687A1 (fr) 2019-03-29 2019-05-07 Système modulaire de constructions fixes

Country Status (2)

Country Link
MX (1) MX2019003739A (fr)
WO (1) WO2020204687A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023240323A1 (fr) * 2022-06-16 2023-12-21 Andrew Plim Système de support pour raccordement

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0320745A1 (fr) * 1987-12-11 1989-06-21 The B.F. Goodrich Company Structure modulaire de construction et éléments préfabriqués utilisés dans cette structure et méthodes de construction
CA2089024A1 (fr) * 1993-02-08 1994-08-09 Royal Building Systems (Cdn) Limited Composants de construction
WO1994018404A1 (fr) * 1993-02-08 1994-08-18 Royal Building Systems (Cdn) Limited Dispositif d'accouplement d'elements creux
WO1996007799A1 (fr) * 1994-09-05 1996-03-14 Robert Sterling Panneau de construction
US6189269B1 (en) * 1992-05-29 2001-02-20 Royal Building Systems (Cdn) Limited Thermoplastic wall forming member with wiring channel
US20040074158A1 (en) * 1998-08-20 2004-04-22 Vic De Zen Prefabricated plastic shed with metal beam supported ridge beam assembly
US20120011798A1 (en) * 2010-07-16 2012-01-19 Ernest Rivellino Building system and components therefor
GB2512882A (en) * 2013-04-10 2014-10-15 Graeme Cedric Howorth Formwork system
US20160289960A1 (en) * 2013-11-07 2016-10-06 Csr Building Products Limited Building component

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0320745A1 (fr) * 1987-12-11 1989-06-21 The B.F. Goodrich Company Structure modulaire de construction et éléments préfabriqués utilisés dans cette structure et méthodes de construction
US6189269B1 (en) * 1992-05-29 2001-02-20 Royal Building Systems (Cdn) Limited Thermoplastic wall forming member with wiring channel
CA2089024A1 (fr) * 1993-02-08 1994-08-09 Royal Building Systems (Cdn) Limited Composants de construction
WO1994018404A1 (fr) * 1993-02-08 1994-08-18 Royal Building Systems (Cdn) Limited Dispositif d'accouplement d'elements creux
WO1996007799A1 (fr) * 1994-09-05 1996-03-14 Robert Sterling Panneau de construction
US20040074158A1 (en) * 1998-08-20 2004-04-22 Vic De Zen Prefabricated plastic shed with metal beam supported ridge beam assembly
US20120011798A1 (en) * 2010-07-16 2012-01-19 Ernest Rivellino Building system and components therefor
GB2512882A (en) * 2013-04-10 2014-10-15 Graeme Cedric Howorth Formwork system
US20160289960A1 (en) * 2013-11-07 2016-10-06 Csr Building Products Limited Building component

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023240323A1 (fr) * 2022-06-16 2023-12-21 Andrew Plim Système de support pour raccordement
GB2635035A (en) * 2022-06-16 2025-04-30 Ronald Plim Andrew Bracket system for joining

Also Published As

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