WO2012018243A2 - Système de construction de bâtiments modulaires à utilisations et applications multiples - Google Patents

Système de construction de bâtiments modulaires à utilisations et applications multiples Download PDF

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Publication number
WO2012018243A2
WO2012018243A2 PCT/MX2011/000098 MX2011000098W WO2012018243A2 WO 2012018243 A2 WO2012018243 A2 WO 2012018243A2 MX 2011000098 W MX2011000098 W MX 2011000098W WO 2012018243 A2 WO2012018243 A2 WO 2012018243A2
Authority
WO
WIPO (PCT)
Prior art keywords
columns
fixed
applications
construction system
multiple use
Prior art date
Application number
PCT/MX2011/000098
Other languages
English (en)
Spanish (es)
Other versions
WO2012018243A8 (fr
WO2012018243A3 (fr
Inventor
Carlos GOMEZ ESPAÑA COLLIGNON
Original Assignee
Gomez Espana Collignon Carlos
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Gomez Espana Collignon Carlos filed Critical Gomez Espana Collignon Carlos
Publication of WO2012018243A2 publication Critical patent/WO2012018243A2/fr
Publication of WO2012018243A3 publication Critical patent/WO2012018243A3/fr
Publication of WO2012018243A8 publication Critical patent/WO2012018243A8/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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor
    • 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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B2001/34892—Means allowing access to the units, e.g. stairs or cantilevered gangways

Definitions

  • the present invention falls into the branch of the construction industry in general, in particulate matter it relates to industrialized systems for the construction of real estate that fit the needs of space, dimensions and structural and architectural configuration of specific construction projects and depending on the needs of the consumer. More specifically, it refers to a new construction system of modular buildings of multiple use and application such as bedrooms, classrooms, offices, dining rooms, clinics, kitchens, toilets, warehouses, multipurpose areas, auditoriums, social event rooms, etc.
  • the system of the previous patent is a complex system that requires an infinite number of elements and is also not 100% recoverable and cannot be completely disassembled without affecting the product.
  • this system requires a plurality of prefabricated components to generate the foundations, walls, columns, piping elements and very complex roofing; multiple fixing means for fixing said elements, etc. what makes it an expensive system in its manufacture, construction and sale; In addition to that it takes a long time to build a building and requires specialized labor.
  • This system is weak in its structure, when using adhesive in its joints, it is not a recoverable system and cannot be assembled and disassembled easily.
  • the main objective of the present invention is to make available a constructive system of modular buildings for use and multiple application that is totally disassembled and recoverable, without the structural elements suffering damages or affectations or losses in each relocation.
  • Another objective of the invention is to allow said constructive system of modular buildings of multiple use and application, that in addition their construction elements are of the highest quality to withstand the wear and tear of the assembly and disassembly, without affecting them physically and structurally.
  • Another objective of the invention is to allow said constructive system of modular buildings of multiple use and application, which can also be assembled and disassembled in a short time.
  • a further objective of the invention is to allow said constructive system of modular buildings for multiple use and application, which is also structurally and functionally efficient and which is also economical in its manufacture, assembly and disassembly.
  • a further objective of the invention is to allow said constructive system of modular buildings for multiple use and application, which also allows building constructions from one or more height levels complying with safety standards.
  • a further objective of the invention is to allow said construction system of modular buildings for multiple uses and applications, which also implies high efficiency in transportation costs, and whose construction elements can be manufactured in a wide variety of sizes, designs and sizes, according to the needs of the construction project.
  • a further objective of the invention is to allow said constructive system of modular buildings for multiple use and application, which also requires little personnel and that this is not specialized or not necessarily qualified for handling and assembly and without the need for specialized tools or equipment.
  • a further objective of the invention is to allow said constructive system of modular buildings of multiple uses and applications, which also allows the optimization of materials, economic resources and personnel.
  • a further objective of the invention is to allow said constructive system of modular buildings for multiple use and application, which also does not require columns, or footings in building construction.
  • the construction system of modular buildings of multiple use and application consists essentially of a metal support structure formed by polines mounted in "C” and angles in "L” in almost 95%, which is anchored to a reinforced concrete surface, defined by a plurality of intermediate metal columns and corner metal columns that define a perimeter, which comprise releasable fastening means at their lower end to be releasably fixed on the surface of concrete; These columns are projected vertically at a predetermined height depending on the levels of the building.
  • Said intermediate columns are formed by a pair of "C" shaped mounts that define a flat dorsal surface, a pair of arms opposite lateral to it that define a longitudinal channel between them, adapted to receive, embrace and strengthen the lateral edges of the cover panels that define the walls; said pair of "C” pins attached to their corresponding dorsal surfaces and joined with releasable joining means, permanently by means of welding or other joining means.
  • Said corner columns are formed by a pair of "C" shaped mounts that define a flat dorsal surface, a pair of lateral arms to it that define a longitudinal channel between them; said pair of orthogonally connected poles so that the attached corners defined by one of the side arms are touched, using external joining angles that are fixed on the attached arms and the longitudinal channels of each being orthogonally, forming the corner, adapted to receive the panels of the walls that will form the corner of the building.
  • Said intermediate columns centrally comprise a pair of "L" angular plates, legs penetrate and are fixed at the lower end between the two “C” polynes that form each column, projecting the other legs opposite, so that said plates angular comprise a hole in the legs that coincides with holes made in said angular base profile through which the fixing means penetrate.
  • the lower end of said intermediate columns fixedly comprises a "C" shaped plate with the channel towards down that hugs the base angular profile.
  • Said corner columns fixedly comprise at its lower end a plate with at least one hole in its corner that coincides with a hole of said angular base profile through which the fixing means penetrate.
  • said plurality of intermediate and corner columns comprise, on the external part, two fastening means where the ends of reinforcing braces with tension elements are fixed, which extends diagonally from a lower bolt of a post to an upper bolt of the immediately attached post and vice versa, so that said reinforcement braces offer the building greater stability and greater resistance to stress.
  • Said fastening means of the reinforcement braces are arranged in said intermediate and corner columns preferably at each level of the building, a fastening means being in each column and at each level disposed in the lower part of said columns and a means of fastening at the top of each column of the same level, so that said plurality of reinforcing braces with tensioning elements, which extends diagonally from a lower bolt of a post to an upper bolt of the immediately attached post and vice versa, generating a grid that defines a row of consecutive rhombuses.
  • each pair of attached intermediate and / or corner vertical columns there is a plurality of cover panels that are held in said columns to form the retaining walls; These columns are adapted to receive, hug and secure the side edges of the honeycombs.
  • Said honeycombs in their preferred embodiment are formed by a pair of laminar plates that define the inner face, the outer face and that embrace an inner plate of insulating material.
  • said plates comprise a tongue and groove assembly, so that at least one edge comprises a longitudinal compression that reduces its thickness and at least the opposite edge comprises a longitudinal recess in the insulating material plate projecting the internal and external laminar plates in order to offer a tongue and groove assembly between two attached honeycombs.
  • a roof structure in two waters is fixed at the upper end of said columns; for this, the intermediate columns of the sides of the building that are arranged in the center must have a greater height that decreases from the columns of the center to the corners.
  • Said two-water roof structure is formed by a reinforcement formed with "C" profiles or other types of profiles that define a straight lower rope and two inclined upper ropes that converge to the center of the reinforcement; braces and struts formed by angular profiles in “L” joins the lower strap with the upper braces, and a plurality of stringers defined by “L” profiles are fixed through an arm over the upper ropes at a predetermined distance, adapted to be spliced and fixed with another plurality of profiles the inverted "L" defining stringers adapted to receive the roof cover panels.
  • At least one "C" profile poline is fixed back to the top of the plurality of intermediate and corner columns as a structural reinforcement element, leaving the channel exposed.
  • a plurality of marquee structures are fixed in the upper part of the columns, preferably those arranged in front of the building; said canopy structures are formed by a lower rope and an upper rope that define a triangular shape, whose ends are fixed at the top of said columns through angular plates, and whose opposite ends converge and are fixed together; said upper rope comprises a plurality of stringers defined by "L" profiles that are fixed through an arm on the upper ropes at a predetermined distance, adapted to be spliced and fixed with another plurality of profiles the inverted "L" defining stringers adapted to receive the canopy deck panels.
  • the building includes mezzanines defined by a plurality of "C" shaped polynes, whose ends are fixed at a predetermined height in the opposite intermediate columns; said polins fixedly receive in the upper part a plurality of transverse joists adapted to receive the covering panels defining the mezzanine.
  • the polynes that are fixed at their ends to the columns to support the mezzanine are formed by a pair of "C" polines joined at the back with releasable joining means or permanently by welding or with other means of union.
  • said plurality of Mezzanine polines fixedly comprise at the top a plurality of "L" angles that are fixed with releasable fixing means or with welding or other mechanical joining means, where the transverse joists where the honeycombs are supported and fixed are fixed Mezzanine
  • said plurality of polynes comprises on their lateral faces a plurality of fixing elements of diagonal tensioners that define crosspieces connecting attached polynes, said tensioners defined by angular "L" profiles, which provide greater structural stability.
  • this includes a structural arrangement of side steps to the building, defined by steps that are fixed on parallel side supports which receive separate vertical rods that are joined together with parallel braces and at their ends superior receive handrails;
  • the structural set of steps and parallel lateral supports is defined by inverted ° C-shaped sections of polines with the channel facing down joined at their ends inside the channels of the "C" polines that define the lateral supports;
  • the set of rods and parallel braces are formed by angular profiles in "L”.
  • the lateral supports of the steps are fixed on the lateral columns of the building and are led to front platforms for each level of the building that lead to the different access doors of each modular unit.
  • Said platforms are formed by a plurality of support structures defined by a horizontal upper rope, a lower rope with a positive slope separated from each other at one of its ends that are fixed in said intermediate and corner columns with "L" angles and whose opposite ends converge at a point where they are fixed to each other, and comprising at least one tie that connects the upper rope with the lower rope, said elements are composed of "C" polynes, a plurality of longitudinal and transverse stringers that define a reticular platform that is fixed on said upper rope and is adapted to receive a laminar cover defining the surface of the platform; in each of said platform support structures vertical poles defined by "C" polines are fixed with the channel towards the building and a plurality of horizontal braces are fixed between them in order to generate a platform safety barrier.
  • the structure of the platform may require at least a pair of vertical floor support posts defined by "C" pins that support a rest that connects the stairway to the platform.
  • Figure 1 shows an explosive of a modular building of the construction system for use and multiple applications in accordance with the present invention.
  • Figure 2 shows details of the corner, intermediate columns, base profile, roof structure and other elements of the construction system.
  • Figure 3 illustrates a detail of the fixation of the angular base profile that is anchored in the concrete base.
  • Figure 4 shows illustrates a detail of the fixation of the corner column in the angular base profile that is anchored in the concrete base.
  • Figure 5 shows a detail of the fixation of an intermediate column in the angular base profile that is anchored in the concrete base.
  • Figure 6 illustrates a side view of the roof structure of the construction system for use and multiple applications in accordance with the present invention.
  • Figure 7 illustrates a conventional perspective of a modular building with multiple modules of a single plant.
  • Figure 8 illustrates a bottom view of a mezzanine of a building comprising more than one level, in accordance with the constructive system of the present invention.
  • Figure 9 illustrates a detail of reinforcement crosspieces installed in the mezzanines of a mezzanine, of a building comprising more than one level, in accordance with the construction system of the present invention.
  • Figure 9a and 9b illustrate conventional perspectives of two types of mezzanines for a mezzanine of a building comprising more than one level, in accordance with the construction system of the present invention.
  • Figure 9c shows a conventional perspective of a transverse joist that is fixed on the polines and receives the mezzanine panels of a building comprising more than one level, in accordance with the construction system of the present invention.
  • Figure 10 shows a conventional perspective of a two-level building, which includes a structure of stairs and platform.
  • Figure 11 shows a side view of the building shown in Figure 10.
  • Figure 12 illustrates a rear view of the building shown in Figures 10 and 11.
  • Figure 13 illustrates a conventional perspective of a building of several two-level modules according to the construction system of the present invention.
  • the construction system comprises: an angular profile of base 1 having a "C" shape with its channel towards the concrete surface of the reinforced concrete plate 2, whose edges of the side arms they fixedly comprise a plurality of anchor plates 3 fixed transversely preferably by means of welding or other joining means, which protrude on their sides and comprise individual holes 4 through which anchor means "a” are introduced into the concrete surface 2 ( see fig. 3), defining the construction perimeter where intermediate columns 5 and corner 6 are fixed, which are projected vertically at a predetermined height depending on the building levels.
  • Said intermediate columns 5 are formed by a pair of "C" shaped mounts 7 that define a flat dorsal surface, a pair of arms opposite lateral to it that define a longitudinal channel 8 between them, adapted to receive, hug and secure the lateral edges of the cover panels 9 that define the walls; said pair of "C” pins attached to their corresponding dorsal surfaces and joined with releasable joining means (not shown) or permanently by means of welding or other joining means.
  • Said intermediate columns 5 centrally comprise a pair of "L" angular plates 10, some legs penetrate and are fixed at the lower end between the two “C” polynes 7 that form each column, projecting the other legs in the opposite way, so that said angular plates 10 comprise a hole in the legs that coincides with holes 11 made in said angular profile of base 1 through which the fixing means "b" penetrate (see fig. 5).
  • the lower end of said intermediate columns 5 fixedly comprises a "C" shaped plate 12 with the channel facing down that embraces the angular base profile 1.
  • Said corner columns 6 are formed by a pair of "C.7-shaped mounts that define a flat dorsal surface, a pair of lateral arms to it that define a longitudinal channel 8 between them; said pair of orthogonally joined polynes so that the attached corners defined by one of the lateral arms are touched, using external joining angles 13 that are fixed on the attached arms and the longitudinal channels of each being orthogonally, forming the corner, adapted to receive the honeycombs 9 of the walls that will form the corner of the building, said corner columns 6 fixedly comprise at its lower end a plate 14 with at least one hole in its corner that coincides with holes 15 of said angular base profile 1 through which the means of penetrating fixation "c" (see fig. 4).
  • the honeycombs 9 defining the walls are formed by a pair of laminar plates 16 and 17 which they define the inner face the outer face and that embrace an inner plate of insulating material 18, the panels are assembled in tongue and groove form, so that the upper edge comprises a longitudinal compression 19 that reduces its thickness and the opposite opposite edge comprises a longitudinal recess 20 on the insulating material plate protruding the internal and external laminar plates 16 and 17 in order to offer a tongue and groove assembly between two attached honeycombs.
  • a lower crossbar 21 consisting of a "C" profile that overlaps the upper edge of a panel 9 and an upper crossbar (not shown) that it rests on the window frame 23 which is fixed both on said upper and lower cross braces and on the corresponding vertical columns attached 5 and / or 6.
  • a two-water roof structure 24 is fixed at the upper end of said intermediate and corner 6 columns; for this, the intermediate columns 5 of the sides of the building that are arranged in the center must have a greater height that decreases from the columns of the center to the corners.
  • Said two-water roof structure 24 is formed by intermediate reinforcements 25 formed with U- profiles "or other profiles that define a straight lower rope 26 and two inclined upper ropes 27 that converge to the center of the reinforcement; braces 28 and struts 29 formed by angular "L” profiles join the lower tie 26 with the upper tie rods 27, and a plurality of stringers 30 defined by “L” profiles are fixed through “L” angles 31 on the upper ropes 27 of the trusses 25 at a predetermined distance, adapted to receive the roof cover panels 32.
  • the ends of the lower tie 26 of the reinforcement rest and are fixed at "L" angles 33 fixed in the intermediate and corner columns 5; the panels of the cover 32 extend beyond the limit of the walls.
  • the roof structure 24 also includes a pair of lateral structures formed by a pair of angularly connected braces 34 which on their upper face comprise "L" angles 31 that receive the stringers 30.
  • At least one reinforcement "C” profile pollen 35 is fixed back to the top of the plurality of intermediate columns 5 and corner 6 as a structural reinforcement element, leaving the channel exposed.
  • At least one door frame formed by a "C" profile with projecting flange 36 is fixed to at least one column for mounting an access door 37.
  • a plurality of marquee structures 38 are they fix in the upper part of columns 5 and 6, preferably those that are arranged in front of the building (although as shown in fig.
  • said canopy structures are formed by a lower rope 39 and an upper rope 40 that define a triangular shape with at least one reinforcing tie 41, the ends of which are fixed at the top of said columns through angular plates (not shown) , and whose opposite extremes converge and fix each other;
  • said upper rope 40 comprises a plurality of stringers 30 defined by "L" profiles that are fixed at inverted “L” angles or other types of profiles and are adapted to receive the canopy cover panels 32.
  • said plurality of intermediate columns 5 and corner 6 comprise, on the outside, two fastening means 42 where the ends are fixed of reinforcing braces 43 with tensioning elements 44, which extends diagonally from a lower fastening means of a post to an upper fastening means of the immediately attached post and vice versa, so that said reinforcing braces offer the building greater stability and greater resistance to efforts.
  • Said fastening means of the reinforcement braces are arranged in said intermediate and corner columns preferably at each level of the building when it has more than one level, a fastening means 42 being in each column and at each level arranged in the part low of said columns and a clamping means 42 in the upper part of each column of the same level, so that said plurality of reinforcing braces 43 with tensioning elements 44, generating a grid that defines a row of consecutive rhombuses (see figure 7).
  • mezzanines 45 defined by a plurality of polins 46 in the form of "C" (see fig. 9b), whose ends are set at a predetermined height in opposite intermediate columns 5 (not shown); said polins 46 fixedly receive at the top a plurality of transverse beam beams 47 fixed by means of "L" angles 48 and are adapted to receive the cover panels 49 defining the mezzanine.
  • said plurality of pins 46 comprises on its lateral faces a plurality of fixing elements 50 of diagonal tensioners 51 projecting between attached pins. defining central crosspieces, said tensioners 51 defined by angular "L" profiles, which provide greater structural stability (see Figs. 8 and 9).
  • the building comprises two levels A and B, and for this it includes a mezzanine as already described in Figures 8 to 9c and also includes a structural arrangement of side steps 52 to the building, defined by steps 53 that are fixed on parallel lateral supports 54 which receive separate spaced vertical rods 55 that are connected to each other with parallel braces 56;
  • the structural set of steps 53 and parallel lateral supports 54 is defined by "C-shaped” inverted sections with the channel facing down at their ends inside the "C" pollen channels defining the lateral supports
  • the set of rods 55 and parallel braces 56 are formed by angular "L" profiles.
  • the lateral supports 54 of the steps are fixed on the lateral columns 5 and 6 of the building and are directed to front platforms 57 for each level of the building, which lead to the different access doors 37 of each modular unit.
  • Said platforms 57 are formed by a plurality of support structures 58 defined by a horizontal upper rope 59, a lower rope 60 with a positive slope, separated from each other at one of its ends that are fixed in said intermediate columns 5 and corner 6 with angles in "L” and whose opposite ends converge at a point where they are fixed to each other, and comprising at least one tie 61 that links the upper rope with the lower rope, said elements are composed of "C"pins; a plurality of longitudinal and transverse stringers (not shown) defining a reticular platform that is fixed on said upper rope 59 and is adapted to receive a laminar cover 62 defining the surface of the platform; canes are fixed on each of said platform support structures Vertical 63 defined by "C" polines with the channel towards the building or other profile and a plurality of horizontal braces 64 are fixed between them in order to generate a platform safety barrier.
  • the structure of the platform may require at least a pair of vertical floor support posts 65 defined by "C" pins that support a rest that connects the stairway to the platform.
  • Figure 13 shows a multimodular building comprising two levels A and B, illustrating all the components already described in the preceding figures.
  • the construction system allows buildings of two or more levels.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Door And Window Frames Mounted To Openings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un système de construction de bâtiments modulaires caractérisé en ce qu'il comprend une structure métallique de support formée par une pluralité de colonnes métalliques intermédiaires et de coin, lesquelles comprennent sur leur extrémité inférieure des moyens de fixation pour être fixées amovibles sur un profil angulaire de base en forme de "C" qui comprend sur la face du canal une pluralité de plaques d'ancrage fixées au ciment par des moyens de fixation; lesdites colonnes s'étendent dans le sens vertical à une hauteur prédéterminée en fonction des niveaux du bâtiment; entre chaque paire de colonnes verticales adjacentes intermédiaires et/ou de coin sont disposés une pluralité de panneaux de couverture et/ou baies pour fenêtres, lesdits panneaux étant raccordés par rainures et languettes; au moins un cadre de porte formé par un profil en "C" avec un rebord saillant étant fixé à au moins une colonne pour monter une porte d'accès; une structure de toiture à deux gâbles est fixée à l'extrémité supérieure desdites colonnes, les colonnes intermédiaires des côtés du bâtiment étant de hauteur supérieure, laquelle diminue des colonnes du centre aux coins.
PCT/MX2011/000098 2010-08-06 2011-08-05 Système de construction de bâtiments modulaires à utilisations et applications multiples WO2012018243A2 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
MX2010008665A MX336948B (es) 2010-08-06 2010-08-06 Sistema constructivo de edificaciones modulares de uso y aplicación múltiples.
MXMX/A/2010/008665 2010-08-06

Publications (3)

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WO2012018243A2 true WO2012018243A2 (fr) 2012-02-09
WO2012018243A3 WO2012018243A3 (fr) 2012-04-19
WO2012018243A8 WO2012018243A8 (fr) 2013-04-18

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PE (1) PE20131152A1 (fr)
WO (1) WO2012018243A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016191771A1 (fr) * 2015-05-26 2016-12-01 Snyman Willem Hendrik Système et procédé pour construire un bâtiment

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MX2010008665A (es) 2011-04-05
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MX336948B (es) 2016-01-21
WO2012018243A3 (fr) 2012-04-19

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