• 专利附录
  • 专利说明
  • 权利要求
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    • 专利摘要:
    building section, structural panel and method of building a building. The invention relates to structural columns which are fixed vertically to each other. Wall panels can be attached to the structural columns so that the load is transferred by the structural columns rather than vertically between the wall panels.
    公开号:BR112012014852B1
    申请号:R112012014852-4
    申请日:2010-12-09
    公开日:2019-11-05
    发明作者:Louis Vanker John；J Lastowski Michael
    申请人:Patco Llc；
    IPC主号:
    专利说明:

    [001] The present application claims the benefit of the Patent Application
    Provisional, under Order No. 61 / 288.011, filed on December 18, 2009.
    Technical Field [002] The present invention relates to a modular panel system for construction and assembly of buildings.
    Fundamentals of the Invention [003] The structure of a building must sustain physical forces or displacements without the danger of collapse or without the loss of service capacity or function. Building tensions are sustained by building structures.
    [004] Buildings with five floors and less height, generally use a structural system of "support wall" to control the vertical forces of live and dead cargo. The vertical forces on the ceiling, floors and walls of a structure are passed vertically from the ceiling to the walls and to the foundation by distributing the loads evenly on the walls and by increasing the size and density of the frame or frame of the most important floors. tall, progressively, down, to the lowest floors, at the floor level itself. In the roof and floor spaces, frames are used to support the loads on the ceilings and floors and to transfer these loads to the walls and columns.
    Petition 870190083431, of 26/08/2019, p. 12/64 / 20 [005] When the vertical support elements are absent, for example, in the window and door openings, beams are used to transfer the loads to the columns or walls. In buildings with more than five floors, where the walls have limited capacity to support vertical loads, structural steel and / or concrete frames in the form of beams and large columns are used to support the structure.
    [006] The lateral forces (that is, wind and seismic forces) acting on the buildings are controlled and transferred by support. A common method of building a braced wall in buildings (usually with 5 floors or less) is to create braced panels on the wall line, using structural cladding. A more traditional method is to use a diagonal strut cast by the wall line, but this method is not feasible in buildings with many openings for doors, windows, etc. Lateral forces in buildings with more than five floors are controlled and transferred by a strong steel hollow anchor, or by concrete and / or resistant steel panels, as well as by structural central elements, such as concrete or masonry stair towers, and elevator shaft climbs.
    [007] It is necessary to have a modular panel system for the construction and assembly of buildings without depending on structural steel and / or concrete frames, stanchions made of resistant steel and concrete and / or resistant steel panels.
    Brief Description of Drawings
    Figure 1 illustrates a pillar for use as a framing member in horizontal frame panels;
    - Figure 2 shows a rail for use as a framing member in horizontal frame panels;
    Petition 870190083431, of 26/08/2019, p. 13/64 / 20
    - Figures 3 and 3.1 show a horizontal frame panel with a V-shaped anchor;
    Figures 4, 4.1 and 4.2 illustrate several open horizontal frame panels;
    Figure 5 shows a fixing frame on the horizontal frame panels;
    Figure 6 illustrates a structural column assembly to fix the horizontal frame panels together;
    - Figures 7 and 8 show the way to fix a horizontal frame panel, as shown in Figures 3, 3.1, 4, 4.1 and 4.2, in the assembly of the structural column of Figure 6;
    - Figure 9 shows a wall line of the unified horizontal frame panel having horizontal frame panels open and with a V-shaped anchor on a wall line of the Unified Frame Construction System (UTCS).
    Figure 10 illustrates the frame of Figure 5;
    Figure 11 shows the frame / pillar hangar in Figure 6;
    Figure 12 shows a portion of the structural column assembly of Figure 6;
    - Figure 13 shows frames connected to the horizontal frame panels;
    - Figure 14 illustrates frames connected to the horizontal frame panels to form an open space assembly in UTCS, creating a wall line;
    Petition 870190083431, of 26/08/2019, p. 14/64 / 20
    - Figure 15 illustrates a building section of UTCS formed as an assembly of multiple floors in a structure of UTCS;
    - Figure 16 shows an alignment of the structural column assemblies of Figure 6 in a building;
    - Figure 17 shows a three-dimensional view and a two-dimensional view of the sections at the floor level of a section of this building; and,
    - Figure 18 shows the transfer of forces to the structural column assemblies of Figure 6.
    Detailed Description [008] The Unified Frame Construction System (UTCS) presented here is a unique, new and innovative structural system for single- or multiple-floor buildings, based on standardized structural panels. The system employs a limited number of configurations of wall panels in vertical light metal frame (horizontal frame panels), light metal floor and ceiling frames, cold rolled square or rectangular steel tubes (structural columns) and plates and single connection clips.
    [009] Unlike conventional approaches to design and engineering in building structures, in which many different assemblies (walls, columns, beams, supports, struts and the fasteners that fasten them together) are employed to control vertical forces of live and dead load , and lateral forces, UTCS controls these forces by a limited number of uniquely designed and standardized horizontal frame panels, which are assembled with columns and structural frames. This unique assembly of elements effectively supports and transfers vertical and lateral forces from the walls, floor, ceiling and roof of the dense and
    Petition 870190083431, of 26/08/2019, p. UTC redundant 15/64 / 20. Naturally, the columns absorb these vertical and lateral forces, so that UTCS does not prove a structural system of vertical support wall, eliminating the need for “hot-formed” structural steel (weighted steel or “red-hot iron”) and concrete as part of a structural building system.
    [010] The UTCS framing members are made up, in particular, of computerized and designed roll forming machines. These machines manufacture cold rolled steel pillars or framing members, commonly referred to as “coil lining”. Each pillar is cut to size, and pre-drilled to fix the screws, in the assembly, with recesses in the area of the screw head, pre-drilled for fitting mechanical, electrical and plumbing installations and installations (“MEP”), pre-drilled to cross the vertical and horizontal support and identified for assembly. The machines read the column specifications from the CAD files.
    [011] The horizontal frame panels and frames used in the
    UTCS are built with the roll of the framing members formed by thin steel plate between 18 and 14 steel plates, depending on the construction norms and standards. There are two profiles of framing members used in the horizontal frame panels, a pillar 10 shown in Figure 1 and a rail 12 shown in Figure 2. The pillar 10 and rail 12 are each rolled up by thin steel sheet, like steel sheet. 18 to 14 steel.
    [012] Each pillar 10 and rail 12 include a network 14, flanges 16 and formed lips, as illustrated in Figure 1. Flanges 16 extend in the same direction at substantially right angles to the opposite sides of the network 14, and lips 18 meet extend into the ends of the flanges 16, so that the lips 18 are parallel to the network 14. The pillar 10 and the rail 12 differ mainly in the sense that the flanges 16 of the rail 12 are slightly larger than the flanges 16 of pillar 10, and the network 14 of the rail
    Petition 870190083431, of 26/08/2019, p. 16/64 / 20 is slightly wider than the net 14 of the pillar 10. These relative dimensions allow the pillar 10 to slide on or along the rail 12 without the need to compress the flanges 16 of the pillar 12, which affects its structural performance .
    [013] UTCS employs a limited number, for example, of two horizontal frame configurations. These horizontal frame panels are the structural wall elements of UTCS. When only two configurations are used, they are (a) a horizontal frame panel with a 20/22 V-shaped strut, shown in Figure 3 or Figure 3.1, which contains a “V” strut (“V-strut” ”) And (b) an open horizontal frame panel 24, shown in Figure 4, which does not contain a V-shaped strut.
    [014] The open horizontal frame panel 24 is generally used in any area of a building that has large openings (windows, doors, passages and the like) in a UTCS structure. The open horizontal frame panel 24 is designed to support and transfer the vertical forces (occupation, for example) of the live and dead load (i.e., plasterboard walls, MEP assemblies, insulation and the like) from the floor assemblies and fixed to or next to each panel within a building (Local Forces). The horizontal frame panel with 20/22 V-shaped anchor is designed to support local vertical forces and lateral forces acting on the structure (wind and seismic, for example).
    [015] As shown in Figure 3, the horizontal frame panel with V-shaped anchor 20 has an upper rail 26 and a lower rail 28. Within the upper rail 26, there is a continuous horizontal strut comprised of rear and rear rails 30 (net with net) 30 and 32, (referred to as double horizontal strut), which are anchored by fasteners 34, such as screws or nuts, on side pillars 36 and 38 on the sides of the horizontal frame panel with V-shaped strut 20 The top rail
    Petition 870190083431, of 26/08/2019, p. 17/64 / 20 and the bottom rail 28 are also anchored by fasteners 34 on the side pillars 36 and 38. The area between the continuous horizontal strut formed by the tracks 30 and 32 and the top rail 26 contains networks of vertical angles 40 made of pillars . This strut area in Figure 3 acts as a fixing area on the frame 42 within the horizontal frame panel with a V-shaped anchor 20 for fixing the frames 106, discussed below, supports and transfers the forces exerted on the horizontal frame panel with a V-shaped anchor on the structural columns, discussed below, and fixed on each of the side pillars 36 and 38 of the horizontal frame panel with a V-shaped anchor.
    [016] The horizontal frame panel with V-shaped anchor 20 also has two inner pillars 44 and 46 and a central pillar 48 anchored by fasteners 34 on the top and bottom rails 26 and 28 and on the rails 30 and 32. The side pillars 36 and 38 pass through the extreme cutouts 50 at the ends of the net 14 and at the lips 18 of the rails 30 and 32, so that the flanges 16 of the pillars 36 and 38 are limited to the flanges 16 at the ends of the rails 26, 28, 34 and 36 These extreme cutouts 50 are shown in Figure 2. The fasteners 34 are in these border areas. Similarly, the inner pillars 44 and 46 and the central pillar 48 pass through the interior cutouts 52 of the networks 14 and the lips 18 of the rails 30 and 32, so that an exterior of the flanges 16 of the pillars 36 and 38 and the central pillar 100 limits to the interior of the flanges 16 of the rails 26, 28, 34 and 36. These interior cutouts 52 are also shown in Figure 2. The fasteners 34 are in these border areas. The five vertical pillars 36, 38, 44, 46 and 48, for example, can be spaced 24 ”in the center. The point at which the inner pillars 44 and 46 and the central pillar 48 pass through the rails 30 and 32 is a hinge connection (i.e., a single fastener that allows rotation). The pillars of the horizontal frame panel with V-shaped anchor 20 also serve to support plasterboard walls, conduit, wiring, plumbing assemblies, etc.
    Petition 870190083431, of 26/08/2019, p. 18/64 / 20 [017] The horizontal frame panel with V-shaped strut 20 also contains a continuous V-shaped strut. This V-strut is unique in its engineering model. The two legs of the V-strut are pillars of the V-strut 54 and 56, like the pillar 10 shown in Figure 1. The V-strut pillar 54 is anchored on the side pillar 36 just below the rails 30 and 32 and on the rail lower 28 by the fasteners 34 and passes through an interior cutout 58 in the net 14 of the inner pillar 44. This inner cutout 58 is shown in Figure 1. The net 14 of the V-pillar pillar 54 is limited to a flange 16 of each of the pillars 36 and 44 and rail 28. These adjoining areas receive the fasteners 34, as shown.
    [018] Similarly, the V-pillar pillar 56 is anchored on the side pillar 38 just below the rails 30 and 32 and on the lower rail 28 by the fasteners 34 and passes through the interior cutout 58 on the inner pillar 46. The pillar net 14 of the V-strut 56 is limited to a flange 16 of each of the pillars 38 and 46 and of the rail 28. These border areas receive the fasteners 34, as shown.
    [019] Fixing the V-pillar pillars 54 and 56 to the pillars 36 and e on the rail 28 requires that the ends of the V-pillar pillars 54 and 56 form angles, as shown in Figure 3. These angled ends allow multiple fasteners are used to anchor the V-pillar pillars 54 and 56 to their corresponding side pillars 36 and 38.
    [020] The V-pillar pillars 54 and 56 are positioned with their nets perpendicular to the pillar networks 36, 44, 48 and 38 of the horizontal frame panel with V-shaped anchor 20. In addition, the pillar pillars in V 54 and 56 operate continuously from the immediately lower part of the rails 32 and 34 through the inner pillars 44 and 46 to the apex of the “V” substantially in the middle of the lower rail 28. The connection at the apex of the V-strut is facilitated by the apical plate 60 and by the additional fasteners 34, which
    Petition 870190083431, of 26/08/2019, p. 19/64 / 20 interconnect the V-pillar pillars 54 and 56 and the center-pillar 48. Plate 60, bottom rail 28, pillar 48 and V-pillar pillars 54 and 56 are interconnected by the three most fasteners low, as shown in Figure 3. The inner pillar 46 is also fixed by the fasteners 34 on the upper rail 26 and on the rails 30 and 32 at the point where the inner pillar 46 passes through the interior cutouts 52 on the rails 30 and 32. The apical plate 60 can be formed of a material 18 - 14 such as cold rolled steel.
    [021] The connections of the V-pillar pillars 54 and 56, on the lateral pillars 36 and 38, and on the central pillar 48, and on the rail 28, are instantaneous connections and improve the performance of the lateral structural of the horizontal frame panel with anchor shaped like a V 20.
    [022] These connections facilitate the transfer of most of the lateral forces acting on the horizontal frame panel with V-shaped anchor 20 of the structural column of the system (discussed in more detail below). [023] The horizontal frame panel with V-shaped anchor 20 also contains a track 62 that has a horizontal anchor. Rail 62 is located, for example, in the middle of the V-strut formed by the V-strut pillars 54 and 56. Rail 62 has the extreme cutouts 50 to accommodate the inner pillars 44 and 46, with the inner cutout 52 to accommodate the central pillar 48, and is anchored by the fasteners 34 of the inner pillars 44 and 46 and the central pillar 48. The rail 62 contributes to the structural performance of the lateral strength of the horizontal frame panel with V-shaped anchor 20.
    [024] The horizontal frame panel with V-shaped anchor 20 may contain another anchor and reinforcement, as needed, for building assemblies, such as plasterboard walls, cabinets, support bars and the like. The horizontal frame panel with V-shaped anchor 20 is used in the interior structural walls (partitions) and structural walls
    Petition 870190083431, of 26/08/2019, p. 20/64 / 20 exterior. The horizontal frame panel with 20/22 V-shaped anchor can also accommodate windows and passageways, although space is limited, as can be seen in the drawings.
    [025] The horizontal frame panel with V-shaped anchor 22 in Figure 3.1 has the same construction as the horizontal frame panel with V-shaped anchor 20 in Figure 3, except that the pillar with V-shaped anchor 54, which forms half of the V-shaped strut in Figure 3, is replaced by two pillars 64 and 66 whose lips 18 are limited to one another, and the V-shaped strut 56, which forms the other half of the strut V-shaped in Figure 3, it is replaced by two pillars 68 and 70 that may or may not be limited to each other. Thus, pillars 64, 66, 68 and 70 form a double V-shaped strut on the horizontal frame panel with V-strut 22, in Figure 3.1, to give it extra strength.
    [026] As shown in Figure 4, the open horizontal frame panel 24 has an upper rail 80 and a lower rail 82. Within the upper rail 80, there is a continuous horizontal strut comprised of rails 84 and 86 rear with rear (net with (referred to as double horizontal strut), which are anchored by fasteners 34, such as screws or nuts, on side pillars 88 and 90 on the sides of the open horizontal frame panel 24. The top rail 80 and the bottom rail 82 are also anchored by fasteners 34 on the side pillars 88 and 90. The area between the continuous horizontal strut formed by the rails 84 and 86 and the upper rail 80 contains networks of vertical angles 92 made of pillars. This strut area in Figure 4 acts as a structural frame 94 on the open horizontal frame panel 24 that supports and transfers the forces exerted on the open horizontal frame panel 24 on the structural columns, discussed below, and attached to each of the side pillars 88 and 90 of the open horizontal frame panel 24.
    Petition 870190083431, of 26/08/2019, p. 21/64 / 20 [027] The open horizontal frame panel 24 also has two inner pillars 96 and 98 and a central pillar 100 anchored by fasteners 34 on the top and bottom rails 80 and 82 and on the rails 84 and 86. The side pillars 88 and 90 pass through the extreme cutouts 50 at the ends of the net 14 and on the lips 18 of the rails 84 and 86, so that the flanges 16 of the pillars 88 and 90 are limited to the flanges 16 at the ends of the rails 80, 82, 84 and 86 These extreme cutouts 50 are shown in Figure 2. The fasteners 34 are in these border areas. Similarly, the inner pillars 96 and 98 and the central pillar 100 pass through the interior cutouts 52 of the networks 14 and the lips 18 of the rails 84 and 86, so that the flanges 16 of the pillars 96 and 98 and the central pillar 100 are limited to the flanges 16 of the rails 80, 82, 84 and 86. These interior cutouts 52 are also shown in Figure 2. The fasteners 34 are in these border areas. The five vertical pillars 88, 90, 96, 98 and 100, for example, can be spaced 24 ”in the center. The point at which the inner pillars 96 and 98 and the central pillar 100 pass through the rails 84 and 86 is a hinge connection (i.e., a single fastener that allows rotation). The pillars of the open horizontal frame panel 24 also serve to support plasterboard walls, conduit, wiring, plumbing assemblies, etc.
    [028] The open horizontal frame panel 24 also contains a track 102 that has a horizontal strut. The track 102 is located, for example, in the middle between the tracks 82 and 86. The horizontal strut track 102 includes the extreme cutouts 50, through which the side pillars 88 and 90 pass, and has three interior cutouts 52, through which the inner pillars 96 and 98 and central pillar 100 pass, and is anchored by fasteners 34 of side pillars 88 and 90, inner pillars 44 and 46 and central pillar 48. Flanges 16 of pillars 88, 90, 96, 98 and 100 are limited to the flanges 16 of the rail 102. The fasteners 34 are applied to these border areas. The open horizontal frame panel 24 is designed to control local vertical forces.
    Petition 870190083431, of 26/08/2019, p. 22/64 / 20 [029] The open horizontal frame panel 24 is designed to accommodate windows, doors and passages. The open horizontal frame panel 24, for example, can be 20 'wide or less. Figures 4.1 and 4.2 illustrate open horizontal frame panels with one or more openings for windows, doors and passageways. Figure 4.1 illustrates typical specific openings 104 through which MEP assemblies can pass. These specific holes 104 can also be formed in the horizontal frame panels with V-shaped struts 20 and 22. Figure 4.2 illustrates several horizontal frame panels opened with door openings.
    [030] The open horizontal frame panel 24 may contain another prop and reinforcement, as needed, for building assemblies, such as windows, doors, passages, plasterboard walls, cabinets, support bars and the like. The open horizontal frame panel 24 is used on the interior structural walls (partitions) and exterior structural walls. [031] The horizontal frame panels, described above, are tall enough to accommodate the floor-to-ceiling construction areas and accommodate the mounting of the frames, such as frame 106 shown in Figure 5. Frame 106 is fixed in the area for fixing the frame 42 and includes an upper pillar 108 and a lower pillar 110 interconnected by an angular net 112 made of pillars, so that the angular net 112 is fixed on the upper and lower pillars 108 and 110 by the fasteners 34. The frame 106 it is fixed in the frame fixing area 42 of the horizontal frame panel 114 by using the frame / pillar hangars 116 and the fasteners 34. Although the horizontal frame panel 114 is shown as the horizontal frame panel with V-shaped anchor 20/22, the horizontal frame panel 114 can be any of the horizontal frame panels described herein. Frame / pillar hangars 116 are discussed below in greater detail in relation to Figure 11.
    Petition 870190083431, of 26/08/2019, p. 23/64 / 20 [032] The hangars of frame 116 can be formed by a material, such as 18 - 14 cold rolled steel.
    [033] The frame 106 is also shown in Figure 10. The frames used in UTCS are made of pillars 10. These frames have the upper and lower pillars 108 and 110 and the interior angular mesh 112. Frames 106 are not lateral or extreme meshes that connect its upper and lower ropes 108 and 110. Frame 106 can be formed by a thin steel plate, such as steel plate from 18 to 14. The measurement of the length of frame 106 varies depending on the application and the width of the floor.
    [034] Figure 6 illustrates the assembly of a structural column 130 that includes a structural column 132 that has an upper plate 134 and a lower plate 136 welded at the top and bottom of structural column 132, so that the upper plate 134 covers the top of structural column 132 and the bottom plate 136 cover the base of structural column 132. Structural column 132, for example, can have four sides, be hollow and have varying wall thickness, depending on construction norms and standards. The upper plate 134 and the lower plate 136 are shown in Figure 6 as being linear in the horizontal direction and are used when two walls are joined side by side, to share a common linear horizontal axis. However, the top plate 134 and the bottom plate 136 can be "L" shaped plates when two walls are joined in a corner, so that the horizontal axes of the two walls are perpendicular to each other.
    [035] One or more screws 138 are properly fixed (by welding or casting) to the upper plate 134. The screws 138 extend beyond the upper plate 134 at right angles. Each end of the bottom plate 136 has a hole 140 through it. Naturally, the first structural column 132 can be stacked vertically on the second structural column 132, so that the screws 138 of the upper plate 134 of the second structural column 132 pass through the holes 140 of the lower plate
    Petition 870190083431, of 26/08/2019, p. 24/64 / 20
    136 of the first structural column 132. Nuts can be applied to the screws 138 of the upper plate of the second structural column 132 and tightened to fix the first and the second structural column 132 vertically to each other.
    [036] The upper and lower plates 134 and 136 are slightly wider than the rail 12 used in the horizontal frame panel 20/22/24 and have varying thickness, depending on the construction norms and standards. The insertion of the screws provided by the screws 138 and the holes 140 allows the structural columns 132 to be interconnected vertically and in other assemblies in a construction (roof, foundations, garages, etc.).
    [037] The structural columns 132 are connected to the horizontal frame panels 20/22/24 by means of the column sections 142 of the column 10. The column sections 142 are welded or even properly fixed on the top and bottom of the structural column 132 The pillar section 144 is fixed by welding or a suitable fastener close to the middle of the structural column 130, so that its network 14 faces outwards. This section of pillar 144 serves as a “retractor” to prevent pillars 36, 38, 88 and 90 from the horizontal frame panels from deviating. Unification plates, such as 154, may or may not be used in this location.
    [038] The material of structural column 132, for example, is cold rolled steel. Structural column 132 can be hollow and have a wall thickness that varies, depending on the application of construction norms and standards. The material for plates 134 and 136 and frame hangars 144 and 146, for example, can be cold rolled mild steel 18 - 14.
    [039] Figures 7 and 8 show how to attach a horizontal frame panel, such as horizontal frame panels 20, 22 and 24, to the structural column assembly. The unified horizontal frame panel is
    Petition 870190083431, of 26/08/2019, p. 25/64 / 20 created when the assembly of the structural column 130 is fixed to the horizontal frame panel 20/22/24, using four unification plates of the frame hangar 150 that have a pillar insertion projection for fixing the frames 106, discussed in greater detail below, and two flat unification plates 154, all of which are fastened by fasteners 34 on side pillar 36 and 38 of the horizontal frame panel 20/22/24 and on pillar sections 142. Pillar sections 144 , as shown in Figure 7, act as “retractors” for pillars 36 and 38, so that these pillars do not deviate through the space between side pillars 36 and 38 and structural column 132. The unification plates, like 154, can or not be used in this location.
    [040] In a UTCS structure, a section or length of wall is mounted by attaching a number (depending on the length of the wall) of horizontal frame panels together, using structural column mounts 130. The horizontal frame panels open 24 are used as a wall section (s) in buildings with larger openings, such as windows, doors and passageways. The horizontal frame panels with V-shaped 22/22 anchors are used as wall section (s), generally throughout the rest of the structure, to provide dense support on the side of the structure. Figure 9 shows a wall line of the horizontal frame panel that has horizontal frame panels open with V-shaped anchors 24 and 20/22 on the UTCS wall line.
    [041] As indicated above, frame 106 is attached to the horizontal frame panel 20/22/24 by means of frame / pillar hangars 116 and fasteners 34 located on inner pillars 44 and 46 and central pillar 48. The hangar frame / pillar 116 is shown in Figure 11 and includes a projection of the pillar insertion 152 to be received within the upper pillar 108 of the frame 106, as shown in Figure 5, and in inverted degrees 180, as shown in Figures 5 and 8 , on the lower pillar 110 of the frame 106. The frame / pillar hangar 116 also includes L-shaped flanges 172 used
    Petition 870190083431, of 26/08/2019, p. 26/64 / 20 to fix the frame / pillar hangars on the top rail 26 and, inverted, on the horizontal strut 30 and 32 of the horizontal frame panels.
    [042] The frames 106 are connected to the horizontal frame panels 20/22/24 by inserting the end of the upper pillar 108 of the frame 106 in the insertion projection 152 and fixed by the fasteners 34 and by connecting the fasteners 34 in the shape of the fasteners. L 172 in the network 14 and the flange 16 of the upper rail 26 and when connecting with the fastener 34 a projection tab 176 of the frame hangar 116 in the upper flange 16 of the pillar 108. The lower pillar 110 of the frame 106 is connected with the inversion of the frame / pillar hangar 116 at 180 degrees, inserting the end of the lower pillar 110 of the frame 106 into the insertion projection 152 and fixed by fasteners 34, connecting the L 172 flanges with fasteners 34 to the network 14 of the rails 30 and 32, and when connecting with the fastener 34 the projection tab 176 to the lower flange 16 of the pillar 110.
    [043] The frame 106 is also fixed on each of the structural columns 132 by means of an insertion projection 152 on the unification plate 150. The end of the upper pillar 108 of the frame 106 is inserted on the insertion projection 152 of the plate unification 150 and fixed with fasteners 34 in the network 14 of the pillar 108. The projection tab 176 is fixed with a fastener to the upper flange 16 of the pillar 108. The lower pillar 110 of the frame 106 is connected by inserting the end of the pillar 110 over the insertion projection 152 of the unification plate 150 which is rotated 180 degrees. The fasteners 34 are used to connect the insertion projection 152 to the network 14 of the pillar 110. The projection tab 176 is fixed by means of a fastener to the lower flange 16 of the pillar 110.
    [044] Figure 13 illustrates the frames 106 connected to the horizontal frame panels 20/22/24.
    Petition 870190083431, of 26/08/2019, p. 27/64 / 20 [045] Figure 14 illustrates the frames 106 connected to the horizontal frame panels 20/22/24, forming an open space assembly in UTCS in which the horizontal frame panels 20/22/24 are mounted with frames 106, to create a wall line. Frames 106 support floor and ceiling mounting.
    [046] This way of attaching the frames 106 to the horizontal frame panels causes the frame 106 to be incorporated in the horizontal frame panels 20/22/24, eliminating the “pivot point” that exists when the wall mount is seated on the floor, or the ceiling mount sits on top of the wall. This connection unifies the frames 106 and the horizontal frame panels 20/22/24, effectively allowing the entire wall and floor system to act together as a "frame". This configuration facilitates the transfer of forces from the floor, ceiling and 20/22/24 horizontal frame panels to their fixed structural column 130 assemblies. Naturally, vertical and lateral forces are not transferred vertically from the horizontal frame panel to the horizontal panel. horizontal frame. When the subfloor and plasterboard wall are incorporated into the construction, the entire system acts as a "diaphragm".
    [047] Figure 15 illustrates a construction section of UTCS formed as a multi-storey assembly of a UTCS structure. In a construction or structure of UTCS, the horizontal frame panels 20/22/24 are arranged in such a way that the structural column mounts 130 on the floor align vertically with the structural column mounts 130 on the floor below, and so on, until the foundation.
    [048] Figure 16 shows this alignment of the structural column assemblies. Figure 16 also illustrates the density of structural column 130 assemblies in a UTCS structure.
    Petition 870190083431, of 26/08/2019, p. 28/64 / 20 [049] Figure 17 illustrates a three-dimensional view and a two-dimensional view of the joints part by part of this assembly. It shows that the 20/22/24 horizontal frame panels do not make contact with each other or support each other, which, on the other hand, is common in steel concrete structures and “resistant walls”. The horizontal frame panels on a floor of UTCS structure do not support load from the floor above. This load, in contrast, is transferred to the structural column assemblies 130 and supported by them. Each “floor” or elevation of the structure cushions and transfers its vertical forces from the live and dead load to the assemblies of structural column 130, from where they are cushioned and transferred vertically to the foundation of the building.
    [050] Horizontal frame panels with V-shaped anchor
    20/22 cushion and transfer the lateral forces that act in the building to the redundant structural column 130 assemblies in the structure. This transfer of forces is illustrated in Figure 18. The enlarged portion of Figure 18 also illustrates that the panels do not support each other vertically, and that the forces (arrows) are not transferred vertically from one panel to the other. Rather, the vertical and lateral forces are transferred laterally to the structural column 130 assemblies. This type of load transfer is facilitated by the unique assembly model of the system. The horizontal frame panels 20/22/24 and panels 106 act as a unified frame system.
    [051] UTCS can employ horizontal frame panels of varying widths from 20 'to 2', with horizontal frame panels with V-shaped 20/22 struts measuring 8 'and 4' being more common. These panels significantly reduce the assemblies of structural column 130 in the structure. Each open horizontal frame panel 24 acts to support and mitigate only those local vertical forces close to their fixed structural column assemblies 130. The horizontal frame panels with
    Petition 870190083431, of 26/08/2019, p. 29/64 / 20 V-shaped struts 20/22 act to support the local vertical forces, as well as the lateral forces acting on the structure. Due to the unique way in which the horizontal frame panels 20/22/24 transfer lateral and vertical forces and the redundancy of structural column assemblies 130 in the system, it is not necessary to configure the panels differently from piece to piece. Only the measured width of the rails 12, pillars 10 and the V-strut vary, depending on the construction norms and standards.
    [052] The non-structural interior partitions that separate the spaces in the construction of UTCS are constructed with thin steel plate (normally, in the scale between 24 - 28) and are common in the construction of Type I and Type II steel frames.
    [053] UTCS is extremely effective in controlling vertical and lateral forces in a building. With UTCS, the need to build a sturdy wall structure or rigid central structure is eliminated, greatly reducing the costs of traditional construction practices. UTCS also saves time because the building structure is built from a limited number of pre-assembled panels. This also drastically reduces the engineering cost of building structures.
    [054] UTCS is unique and innovative. It can be built on almost any foundation system, including slabs, parking structures, storefronts and commercial buildings. UTCS employs structured technology that is based on a system-based approach to building over construction. UTCS uses innovative panel construction and engineering technology to significantly reduce the cost of a building's design, material and erection. UTCS technology and engineering consists of a new structural system and method of assembling single- or multi-story buildings.
    Petition 870190083431, of 26/08/2019, p. 30/64 / 20 [055] Certain modifications of the present invention are discussed above.
    For example, although the present invention is particularly useful in the construction and erection of buildings without relying on structural steel and / or concrete frames, stanchions made of resistant steel and concrete and / or resistant steel panels, it can also be applied in buildings that have a structural steel and / or concrete frame, a sturdy steel anchor and concrete and / or resistant steel panels. Other modifications occur for those dealing with the technique of the present invention. Naturally, the description of the present invention should be interpreted in an illustrative way only and aims to instruct those skilled in the art on the best way to carry out the invention. The details may vary substantially without departing from the spirit of the invention, reserving the exclusive use of all modifications that are within the scope of the appended claims.
    权利要求:
    Claims (33)
    [1]
    1. Building section characterized by understanding the following:
    - a first structural column having an upper connector and a lower connector;
    - a second structural column having an upper connector and a lower connector, where the upper connector of the first structural column is connected directly to the lower connector of the second structural column, so that the first and second structural columns are connected directly and align vertically, with the second structural column being on top of the first structural column;
    - a first structural frame panel attached to the first structural column; and,
    - a second structural frame panel attached to the second structural column, so that the first and second vertical frame panels transfer live and dead vertical loads and lateral loads from the first and second structural frame panels, laterally, to the first and second structural columns and vertically through the first and second structural columns, where there is space between the first and second frame panels and between the first and second frame panels and any floor connected to the first and second frame panels, so that the load is not transferred between the first and second frame panels, also comprising first and second beam section and the first and second fixing plate, in which the first beam section is fixed in the first structural column, in which the second beam section is fixed in the second structural column, where the first fixing plate fixes the side of the first structural frame panel in the first beam section, facilitating the transfer of the vertical live and dead load and the lateral load acting on the first structural frame panel through the first beam section up to the
    Petition 870190083431, of 26/08/2019, p. 32/64
    [2]
    2/16 first structural column, and where the second fixing plate fixes the side of the second structural frame panel in the second beam section, facilitating the transfer of the vertical live and dead load and the lateral load acting on the second frame panel structural by the second beam section to the second structural column.
    Building section according to claim 1, characterized in that the lower connector of each of the first and second structural columns comprises a lower connector plate having at least one hole extending through it, in which the upper connector each of the first and second structural columns comprises an upper connector plate having at least one plunger or screw projecting from it upwards, and where the hole in the lower connector plate of the second structural column receives the plunger or screw from the upper connector plate of the first structural column to fix the first and second structural column directly together and vertically.
    [3]
    Building section according to claim 1, characterized in that each of the first and second beam sections comprises a network, first and second flanges, and first and second edges, in which the first and second flanges extend in the same direction at substantially right angles to the opposite sides of the web, and where the first and second edges extend into the ends of the first and second flanges, so that the first and second edges are parallel to the network.
    [4]
    4. Building section according to claim 1, characterized by also comprising the following:
    - a third structural frame panel attached to the first structural column;
    - a fourth structural frame panel attached to the second structural column, so that the third and fourth structural frame panels
    Petition 870190083431, of 26/08/2019, p. 33/64
    3/16 align vertically, and so that there is space between the third and fourth structural frame panels, so that the vertical live and dead load and the lateral load are transferred, laterally, by the third and fourth structural frame panels to the first and second structural columns and vertically, and not vertically between the third and fourth structural frame panels; and
    - third and fourth beam sections, where the third beam section is fixed on the first structural column, where the fourth beam section is fixed on the second structural column, where the first fixing plate fixes the third panel side structural frame in the first beam section, facilitating the transfer of the vertical live and dead load and the lateral load acting on the third structural frame panel through the third beam section to the first structural column, and in which the second fixing plate fixes the side of the fourth structural frame panel in the second frame section, facilitating the transfer of the vertical live and dead load and the lateral load acting on the fourth structural frame panel through the fourth beam section to the second structural column.
    [5]
    Building section according to claim 1, characterized in that the first and second structural frame panels comprise a roll of framing members formed between 18 and 24, including thin steel sheet.
    [6]
    6. Integrated structural frame panel characterized by being configured to laterally transfer vertical live and dead load and lateral load to the structural column in a building comprising the following:
    - a first, second, third and fourth horizontal elongated members;
    - first and second vertical elongated members fixed on the first, second, third and fourth horizontal elongated members, for
    Petition 870190083431, of 26/08/2019, p. 34/64
    4/16 that the first and fourth horizontal elongated members form, respectively, a top and bottom of the structural frame panel, so that the first and second vertical elongated members form respective sides of the structural frame panel, so that the first, second and third horizontal elongated members form an integrated mesh frame for fixing the floor and / or ceiling frames, and for the second and third horizontal elongated members to form a horizontal and continuous double strap, which connects each of the first and second elongated members vertical, and which serves as a bridge between the first and second elongated vertical members forming the sides of the structural frame panel; and,
    - an angular band fixed between the first and second vertical elongated members and the first and second horizontal elongated members, thus creating an integrated mesh frame within the structural frame panel through which the integrated mesh frame acts as a transfer beam and facilitates the lateral transfer of the vertical live and dead load and lateral load from the structural frame panel to the structural column.
    [7]
    Panel according to claim 6, characterized in that each of the first, second, third and fourth elongated members comprises the first, second, third and fourth tracks, wherein each of the first, second, third and fourth tracks comprises a rail network, first and second rail flanges, and first and second rail edges, where the first and second rail flanges extend in the same direction at substantially right angles on opposite sides of the rail network, and where the first and second rail edges extend into the ends of the first and second rail flanges, so that the first and second rail edges are parallel to the rail network;
    Petition 870190083431, of 26/08/2019, p. 35/64
    5/16 and also where the first and second vertical elongate members comprise the first and second beams, where each of the first and second beams comprises a beam network, first and second beam flanges, and first and second beam edges. , where the first and second beam flanges extend in the same direction at substantially right angles to the opposite sides of the beam network, where the first and second beam edges extend into the ends of the first and second beam flanges, so that the first and second beam edges are parallel to the beam network, and where the rail network is wider than the beam network, so that the first and second beams can be fitted within the first, second, third and four rails.
    [8]
    Panel according to claim 7, characterized in that each of the first, second, third and fourth rails and each of the first and second beams comprise a thin steel plate between 18 and 14 plates, inclusive.
    [9]
    Panel according to claim 6, characterized in that the integrated structural frame panel also comprises the third, fourth and fifth vertical elongated members attached to the first, second, third and fourth horizontal elongated members, so that the fourth vertical elongated member is is substantially centered between the first and second vertical elongated members, so that the third vertical elongated member is between the first and fourth vertical elongated members, and so that the fifth vertical elongated member is between the fourth and second vertical elongated members.
    [10]
    Panel according to claim 9, characterized in that each of the first, second, third and fourth horizontal elongated members comprise the corresponding first, second, third and fourth tracks, wherein each of the first, second, third and fourth tracks comprises a rail network, first and second rail flanges,
    Petition 870190083431, of 26/08/2019, p. 36/64
    6/16 and first and second rail edges, where the first and second rail flanges extend in the same direction at substantially right angles to the opposite sides of the rail network, and where the first and second rail edges are meant to inside the ends of the first and second rail flanges, so that the first and second rail edges are parallel to the rail network;
    and also where the first, second, third, fourth and fifth vertical elongate members comprise the corresponding first, second, third, fourth and fifth beams, each of which the first, second, third, fourth and fifth beams comprise a network of beam, first and second beam flanges and first and second beam edges, where the first and second beam flanges extend in the same direction at substantially right angles on opposite sides, where the first and second beam edges extend to inside the ends of the first and second beam flanges, so that the first and second beam edges are parallel to the beam network, and where the rail network is wider than the beam network, so that the first, second , third, fourth and fifth beams can be fitted into the first, second, third and fourth rails.
    [11]
    Panel according to claim 10, characterized in that each of the first, second, third and fourth rails and each of the first, second, third, fourth and fifth beams comprise a thin steel plate between 18 and 14 plates, including .
    [12]
    Panel according to claim 9, characterized in that it also comprises the following:
    - a first strap member attached to the first and third vertical elongated members and the fourth horizontal elongated member; and,
    Petition 870190083431, of 26/08/2019, p. 37/64
    7/16
    - a second strap member attached to the second and fifth vertical elongated members and the fourth horizontal elongated member, wherein the first and second strap members form a V-belt integrated in the structural frame panel designed to literally transfer the lateral load from the structural V-belt panel to the structural column.
    [13]
    Panel according to claim 12, characterized in that it also comprises the third strap member between the third and fifth vertical elongated members and fixed on the third, fourth and fifth vertical elongated members.
    [14]
    Panel according to claim 6, characterized in that it also comprises the following:
    - a first frame hangar attached to the first horizontal elongated member, where the first frame hangar is arranged to attach the frame to the ceiling or floor on one side of the structural frame panel integrated between the horizontal and continuous double strap and the first member horizontal elongated; and,
    - a second frame hangar attached to at least one of the third and second horizontal elongated members, wherein the second frame hangar is arranged to fix the ceiling or floor frame to one side of the structural frame panel integrated between the strap horizontal and continuous double and the first horizontal elongated member.
    [15]
    Panel according to claim 14, characterized in that the ceiling or floor frame comprises the following:
    - a first horizontal frame member attached to the first frame hangar;
    - a second horizontal frame member attached to the second frame hangar; and,
    Petition 870190083431, of 26/08/2019, p. 38/64
    8/16
    - a plurality of angular members fixed on the first and second horizontal frame members.
    [16]
    Panel according to claim 15, characterized in that each of the first and second horizontal elongated members and angular members comprise a beam having a beam network, first and second beam flanges and first and second beam edges, wherein the first and second beam flanges extend in the same direction at substantially right angles to the opposite sides of the beam network, and the first and second beam edges extend into the ends of the first and second beam flanges so that the first and second beam edges are parallel to the beam network.
    [17]
    Panel according to claim 6, characterized in that each of the first, second, third and fourth horizontal elongated members and each of the first and second vertical elongated members comprise a thin steel plate between 18 and 14 plates inclusive.
    [18]
    18. Structural panel for a building characterized by comprising the following:
    - first, second, third and fourth horizontal elongated members;
    - first and second vertical elongated members fixed on the first, second, third and fourth horizontal elongated members, so that the first and fourth horizontal elongated members form, respectively, the top and bottom of the structural panel, so that the first and second elongated members vertical form the respective sides of the panel, and for the second and third horizontal elongated members to form a horizontal and continuous double band that connects each of the first and second vertical elongated members, and which serves as a bridge between the first and second vertical elongated members that form the sides of the frame panel;
    Petition 870190083431, of 26/08/2019, p. 39/64
    9/16 wherein at least one of the horizontal and vertical elongated members comprises a beam, at least one of the other horizontal and vertical elongated members comprises a rail, wherein the rail comprises a rail network and first and second rail flanges, wherein the first and second rail flanges extend in the same direction at substantially right angles to opposite sides of the rail network, where the beam comprises a beam network and first and second beam flanges, where the first and second beam flanges extend in the same direction at substantially right angles to the opposite sides of the beam network, and where the rail network is wider than the beam network, so that the beam can be fitted within the rail, and a first structural column having a top connector and a bottom connector, a second structural column having a top connector and a bottom connector, where the top connector of the first structural column is It is connected directly to the bottom connector of the second structural column so that the first and second structural columns are directly connected and vertically aligned with the second structural column being on top of the first structural column.
    [19]
    19. Panel according to claim 18, characterized in that the rail also comprises first and second rail edges, wherein the first and second rail edges extend into the ends of the first and second rail flanges, so that the first and second rail edges are parallel to the rail network, where the beam also comprises the first and second beam edges, and where the first and second beam edges extend into the ends of the first and second beam flanges, so that the first and second beam edges are parallel to the beam network.
    Petition 870190083431, of 26/08/2019, p. 40/64
    10/16
    [20]
    20. Panel according to claim 18, characterized in that each rail and beam comprises a thin steel plate between 18 and 14 plates, inclusive.
    [21]
    21. Panel according to claim 18, characterized in that the structural panel also comprises third, fourth and fifth vertical elongated members fixed on the first, second, third and fourth horizontal elongated members, so that the fourth vertical elongated member is substantially centered between the first and second vertical elongated members, so that the third vertical elongated member is between the first and fourth vertical elongated members, and so that the fifth vertical elongated member is between the fourth and second vertical elongated members.
    [22]
    22. Panel according to claim 21, characterized in that it also comprises the following:
    - a first strap member attached to the first and third vertical elongated members and the fourth horizontal elongated member; and
    - a second strap member attached to the second and fifth vertical elongated members and the fourth horizontal elongated member, wherein the first and second strap members form a V-belt integrated in the structural panel designed to transfer lateral load from the V-belt panel structural to the structural column.
    [23]
    Panel according to claim 22, characterized in that it also comprises the third strap member between the third and fifth vertical elongated members and fixed on the third, fourth and fifth vertical elongated members.
    [24]
    24. Building construction method characterized by comprising:
    Petition 870190083431, of 26/08/2019, p. 41/64
    11/16
    - fixing the first structural frame panel to the first structural column;
    - the attachment of the second vertical structural column and directly to the first structural column so that the second structural column is on top of the first structural column; and,
    - the attachment of the second structural frame panel to the second structural column, so that the second structural frame panel is vertically above the first structural frame panel, so that there is space between the first and second structural frame panels, and so that the vertical live and dead load and the side load are transferred, literally, to the first and second structural columns and, vertically, between the first and second columns, and not, vertically, from the structural frame panel to the structural frame panel.
    [25]
    25. The method of claim 24, further comprising:
    - fixing the third structural frame panel to the first structural column; and,
    - the attachment of the fourth structural frame panel to the second structural column, so that the fourth structural frame panel is vertically above the third structural frame panel, so that there is space between the third and fourth structural frame panels, and so that the vertical live and dead loads and the lateral loads of the third and fourth structural frame panels are transferred, laterally, by the third and fourth structural frame panels to the first and second structural columns, and not from the structural frame panel to the frame panel structural.
    [26]
    26. The method of claim 24, further comprising:
    Petition 870190083431, of 26/08/2019, p. 42/64
    12/16
    - the attachment of the first ceiling and / or floor frame to the integrated frame portion of the first structural frame panel, so that the first ceiling and / or floor frame supports the member comprising the ceiling of the first space defined, at least partially , by the first structural frame panel and the floor of the second space defined, at least partially, by the second structural frame panel; and,
    - the attachment of the second ceiling frame and / or floor to the integrated frame portion of the second structural frame panel, so that the second ceiling frame and / or floor supports the member comprising the ceiling of the second space and the floor of the third space above the second space.
    [27]
    27. The method of claim 24, further comprising:
    - the fixation of the third structural column, vertically and directly, in the second structural column;
    - fixing the third structural frame panel to the third structural column, vertically, above the second structural frame panel;
    - the fixation of the fourth structural column, vertically and directly, in the third structural column;
    - fixing the fourth structural frame panel to the fourth structural column, vertically, above the third structural frame panel;
    - the fixation of the fifth structural column, vertically and directly, in the fourth structural column;
    - the attachment of the fifth structural frame panel to the fifth structural column, vertically, above the fourth structural frame panel;
    - the fixation of the sixth structural column, vertically and directly, in the fifth structural column; and,
    Petition 870190083431, of 26/08/2019, p. 43/64
    13/16
    - the attachment of the sixth structural frame panel to the sixth structural column, vertically, above the fifth structural frame panel;
    where there is space between the first, second, third, fourth, fifth and sixth structural frame panels, so that vertical and lateral forces in the first, second, third, fourth, fifth and sixth structural frame panels are transferred, laterally , from the first, second, third, fourth, fifth and sixth structural frame panels to the first, second, third, fourth, fifth and sixth structural columns and, vertically, downward, and not vertically between the first, second, third, fourth, fifth and sixth structural frame panels.
    [28]
    28. The method of claim 27, characterized in that all structural frame panels are constructed of the beam comprising a thin steel sheet between 18 and 14 sheets, inclusive.
    [29]
    Method according to claim 28, characterized in that each beam comprises a beam network, first and second beam flanges and first and second beam edges, wherein the first and second beam flanges extend in the same direction at angles substantially straight on the opposite sides of the beam network, where the first and second beam edges extend into the ends of the first and second beam flanges, so that the first and second beam edges are parallel to the beam network.
    [30]
    30. Method of construction of a building that has at least six floors characterized by comprising:
    - the attachment of the first unified structural frame panel to the second unified structural frame panel, wherein the first unified structural frame panel comprises the first structural frame panel and the first structural column, wherein the unified structural frame panel comprises the second frame panel
    Petition 870190083431, of 26/08/2019, p. 44/64
    14/16 structural and the second structural column, and in which the first unified structural frame panel is attached to the second unified structural frame panel by fixing the first and second structural columns vertically and directly to each other so that the second column structural is at the top of the first structural column;
    - the attachment of the third unified structural frame panel to the second unified structural frame panel, wherein the third unified structural frame panel comprises the third structural frame panel and the third structural column, wherein the third unified structural frame panel is fixed on the second structural frame panel unified by fixing the third structural column, vertically and directly, on the second structural column;
    - the attachment of the fourth unified structural frame panel to the third unified structural frame panel, wherein the fourth unified structural frame panel comprises the fourth structural frame panel and the fourth structural column, wherein the fourth unified structural frame panel is fixed on the third structural frame panel unified by fixing the fourth structural column, vertically and directly, on the third structural column;
    - the attachment of the fifth unified structural frame panel to the fourth unified structural frame panel, wherein the fifth unified structural frame panel comprises the fifth structural frame panel and the fifth structural column, wherein the fifth unified structural frame panel is fixed on the fourth structural frame panel unified by fixing the fifth structural column, vertically and directly, on the fourth structural column; and,
    - the attachment of the sixth unified structural frame panel to the fifth unified structural frame panel, wherein the sixth unified structural frame panel comprises the sixth frame panel
    Petition 870190083431, of 26/08/2019, p. 45/64
    15/16 structural and the sixth structural column, in which the sixth unified structural frame panel is fixed to the fifth unified structural frame panel by fixing the sixth structural column, vertically and directly, to the fifth structural column, by which live loads and vertical dead and lateral loads acting on the individual structural frame panels are not transferred vertically from panel to panel, but laterally from the structural frame panels to the structural columns and vertically from the structural column to the structural column.
    [31]
    31. The method of claim 30, further comprising:
    - the attachment of the first ceiling and / or floor frame to the first structural frame panel, so that the first ceiling and / or floor frame supports the member comprising the ceiling of the first space defined, at least partially, by the first panel of structural frame and the floor of the second space defined, at least partially, by the second structural frame panel;
    - fixing the second ceiling frame and / or floor to the second structural frame panel, so that the second ceiling frame and / or floor supports the member comprising the ceiling of the second space and the floor of the third space above the second space;
    - the attachment of the third ceiling frame and / or floor to the third structural frame panel, so that the third ceiling frame and / or floor supports the member comprising the ceiling of the third space and the floor of the fourth space above the third space;
    - the fixing of the fourth ceiling and / or floor frame on the fourth structural frame panel, so that the fourth ceiling and / or floor frame supports the member comprising the ceiling of the fourth space and the floor of the fifth space above the fourth space;
    Petition 870190083431, of 26/08/2019, p. 46/64
    16/16
    - fixing the fifth ceiling frame and / or floor to the fifth structural frame panel, so that the fifth ceiling frame and / or floor supports the member comprising the ceiling of the fifth space and the floor of the sixth space above the fifth space;
    - the attachment of the sixth ceiling and / or floor frame to the sixth structural frame panel, so that the sixth ceiling and / or floor frame supports the member comprising the ceiling of the sixth space.
    [32]
    32. The method of claim 30, characterized in that all structural frame panels are constructed of the beam comprising a thin steel sheet between 18 and 14 sheets, inclusive.
    [33]
    33. The method of claim 32, characterized in that each beam comprises a beam network, first and second beam flanges, and first and second beam edges, wherein the first and second beam flanges extend in the same direction in substantially right angles of the opposite sides of the beam network, where the first and second beam edges extend into the ends of the first and second beam flanges, so that the first and second beam edges are parallel to the beam network.
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    2019-01-02| B06T| Formal requirements before examination|
    2019-01-08| B06F| Objections, documents and/or translations needed after an examination request according art. 34 industrial property law|
    2019-05-28| B07A| Technical examination (opinion): publication of technical examination (opinion)|
    2019-11-05| B16A| Patent or certificate of addition of invention granted|Free format text: PRAZO DE VALIDADE: 20 (VINTE) ANOS CONTADOS A PARTIR DE 09/12/2010, OBSERVADAS AS CONDICOES LEGAIS. |
    优先权:
    申请号 | 申请日 | 专利标题
    US28801109P| true| 2009-12-18|2009-12-18|
    PCT/US2010/059725|WO2011075394A1|2009-12-18|2010-12-09|Panelized structural system for building construction|
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