EP3085844B1 - Ossature en acier léger tridimensionnelle formée par des poutres doubles continues à deux voies - Google Patents

Ossature en acier léger tridimensionnelle formée par des poutres doubles continues à deux voies Download PDF

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Publication number
EP3085844B1
EP3085844B1 EP15740446.8A EP15740446A EP3085844B1 EP 3085844 B1 EP3085844 B1 EP 3085844B1 EP 15740446 A EP15740446 A EP 15740446A EP 3085844 B1 EP3085844 B1 EP 3085844B1
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European Patent Office
Prior art keywords
column
steel
shaped steel
steel member
shaped
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EP15740446.8A
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German (de)
English (en)
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EP3085844A4 (fr
EP3085844A1 (fr
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Ying Chun Hsieh
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    • 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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
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    • E04B1/28—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of other material
    • E—FIXED CONSTRUCTIONS
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    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • E—FIXED CONSTRUCTIONS
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    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
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    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
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Definitions

  • the present invention relates to a lightweight steel framework, and more particularly, to a three-dimensional lightweight steel framework.
  • a lightweight steel structure with a lightweight steel framework has been developed rapidly and widely used in industrial buildings. Despite of high manufacturing cost of the lightweight steel structure, the lightweight steel structure still has advantages of short construction period, low energy consumption and low carbon emission, which make the lightweight steel structure more competitive than traditional concrete structure in the market. Therefore, the lightweight steel structure becomes more and more popular in low-rise residential buildings.
  • a structural beam and a structural column of the lightweight steel structure are usually connected with each other in a butt joint (e.g., in a fixed or hinged manner). Such connection complicates an assembly process of the lightweight steel structure and results in a serious accumulative error during assembly.
  • a lightweight steel framework with structural beams and structural columns.
  • Each structural beam consists of a pair of continuous beams.
  • the structural column is located between the two continuous beams.
  • a cross section of a continuous double beam of the lightweight steel framework cannot be changed according to different situation, which is not flexible and wastes material.
  • the continuous double beams are connected to each other by a crisscross joint. Such connection results in extra space consumption and ununiformed load distribution. Furthermore, it is difficult to connect the long continuous double beams with such connection.
  • a column or a brace is usually secured onto an anchor bolt.
  • the anchor blot is positioned and embedded on site, which complicates the assembling process.
  • China Patent Application No. 200920158989.3 filed on Jun 30, 2009 it is provided an integral positioning steel frame to overcome the aforementioned drawbacks.
  • a fastener for securing the anchor blot cannot maintain an upright posture and is easy to be loose because the fastener is fixed onto only one point on a bottom of the integral positioning steel frame.
  • a hollow structural section is usually formed by an enclosed square-shape steel tube or two C-shaped steel members welded to each other.
  • a connection hole on the enclosed square-shape steel tube is formed by drilling or flame cutting instead of punching, which increases manufacturing cost.
  • a high strength fastener cannot be used for connecting the enclosed square-shape steel tube, which reduces connection strength.
  • the enclosed square-shape steel tube is required to be galvanized after machining, which also increases manufacturing cost. If two galvanized C-shaped steel members are welded to each other, a galvanized coating layer may be damaged.
  • a positioning and supporting member cannot position a steel mesh and a wall body firmly, which allows a painted layer to be easily cracked along a longitudinal direction of the positioning and supporting member.
  • a main object of the present invention is to provide a three-dimensional lightweight steel framework with enhanced structural strength, so that a heavy material, such as a brick, concrete, or soil, can be adapted for the three-dimensional lightweight steel framework.
  • Another object of the present invention is to provide a three-dimensional lightweight steel framework with simple structure which meets the safety and environmental standards and facilitates the in-situ operation.
  • a three-dimensional lightweight steel framework is provided with the features of claim 1. As a result, it reduces accumulative errors during the connection of the beams and simplifies a connecting process of the columns and the beams. Furthermore, it reinforces structural strength of the three-dimensional lightweight steel framework.
  • the column includes a structural main column, a small column, a wall reinforcing column, a brace, a vertical column, and a truss beam brace.
  • the beam includes a horizontal beam, an inclined beam, an upper chord beam, a bottom chord beam, and a ground tie beam.
  • the continuous single beam is formed by at least one of an L-shaped steel member, a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, a plate-shaped steel member, and a slice truss.
  • the purlin is formed by at least one of the U shaped steel member, the C-shaped steel member, the Z-shaped steel member, and the slice truss.
  • the slice truss includes an upper chord, a bottom chord, and a shear resistance brace.
  • the upper chord or the bottom chord is formed by the L-shaped steel member
  • the shear resistance brace is formed by the L-shaped steel member, the plate-shaped steel member, or a rounded steel member.
  • the column is formed by at least one of the C-shaped steel member, an opened square-shaped steel member, a bent square-shaped steel member, and a square-shaped steel member.
  • the opened square-shaped steel member is filled with concrete and/or cement mortar.
  • the bent square-shaped steel member is formed by cold rolling a steel plate.
  • the continuous single beam is connected to the column by means of a bolt passing through a column connection hole on the column and a beam connection hole on a web of the continuous single beam.
  • the L-shaped steel member, the U-shaped steel member, the C-shaped steel member, the Z-shaped steel member and the opened square-shaped steel member are provided with curled edges.
  • An upper flange and a bottom flange of the U-shaped steel member, an upper flange and a bottom flange of the C-shaped steel member, or an upper flange and a bottom flange of the Z-shaped steel member have an identical width or different widths.
  • the L-shaped steel member, the U-shaped steel member, the C-shaped steel member, the Z-shaped steel member, the opened square-shaped steel member, the bent square-shaped steel member, and the plate-shaped steel member are formed by cutting and/or cold rolling a galvanized steel reel.
  • the continuous single beam includes a plurality of single beams connected via at least one overlapped connection or at least one beam connector.
  • the lightweight composite floor slab includes a floor deck.
  • the floor deck is formed by a profiled steel sheet.
  • the profiled steel sheet is a corrugated profiled steel sheet or a folded profiled steel sheet.
  • the profiled steel sheet is with a 0.2 to 1.0 millimeter thickness and a 30 to 50 millimeter groove depth.
  • the profiled steel sheet is filled with concrete and/or cement mortar.
  • the concrete and/or the cement mortar is framed by an internal anti-cracking mesh and/or anti-cracking fiber.
  • a height difference between the concrete and/or the cement mortar and a peak of the profiled steel sheet is less than 50 millimeter.
  • the profiled steel sheet is connected to the purlin by the floor connector.
  • the floor connector includes a self-tapping screw, a sleeve and/or a bearing gasket.
  • the sleeve is tightly attached to the self-tapping screw.
  • the sleeve is made of metal or plastic.
  • At least one side of the sleeve is expanded to form the bearing gasket.
  • the purlin is disposed at intervals of less than 180 centimeter.
  • At least one pair of opposite corners of the lightweight composite floor slab are bounded by the lateral-force-resistant rod.
  • the lateral-force-resistant rod is formed by a strip steel.
  • the strip steel is connected to the purlin by another self-tapping screw and/or another air nail of the at least one another one connector.
  • the ceiling includes a first expanded ribbed steel mesh.
  • the first expanded ribbed steel mesh includes a first V-shaped rib and a first expanded mesh surface.
  • the first expanded ribbed steel mesh is connected to the purlin by the another self-tapping screw and/or the another air nail of the at least one another one connector.
  • the ceiling is filled with the cement mortar, and the cement mortar is framed by the internal anti-cracking mesh and/or the anti-cracking fiber.
  • the continuous single beam is an embedded continuous single beam.
  • An upper flange and a bottom flange of the embedded continuous single beam formed by the L-shaped steel member, the C-shaped steel member or the Z-shaped steel member and corresponding to the column are cut off, so that the column is embedded into the embedded continuous single beam at a cross joint of the column and the embedded continuous single beam.
  • the embedded continuous single beam is connected to the column by means of the bolt passing through the column connection hole on the column and the beam connection hole on a web of the embedded continuous beam.
  • the three-dimensional lightweight steel framework further includes a reinforced structure.
  • the bottom chord beam is formed by the opened square-shaped steel member with an upward opening. A part of the opened square-shaped steel member overlapping the column or the brace is cut off.
  • the opened square-shaped steel member is connected to the column or the brace by means of the bolt passing through the beam connection hole on a web of the opened square-shaped steel member and the column connection hole on the column or the brace, so as to form the reinforced structure.
  • the reinforced structure is a positioning hole arranged at an intersection of centerlines of the beam and the column, and the positioning hole is for falsely fixing the beam and the column by means of the bolt or a conical steel bar.
  • a space between two continuous single beams, and/or a cavity between the columns, and/or a cavity of the opened square-shaped steel member of the bottom chord beam is filled with the concrete and/or the cement mortar, so as to form the reinforced structure.
  • the reinforced structure is a plurality of self-tapping screw disposed at a periphery of the bolt and for falsely fixing the beam and the column after the beam and the column are calibrated, and the plurality of self-tapping screw is removed after the cavity between the columns or the opened square-shaped steel member of the bottom chord beam is filled with the concrete and/or the cement mortar.
  • a supporting steel member is arranged in the space between the two continuous single beams, and/or in the cavity between the columns or the opened square-shaped steel member forming the bottom chord beam, where the concrete and/or the cement mortar is filled, so as to form the reinforced structure, and the supporting steel member is a steel bar, a stirrup, or a pre-stressed steel wire.
  • the stirrup is a square stirrup, a rounded stirrup, a helical stirrup or a rounded steel mesh, and the pre-stressed steel wire is provided with a sleeve.
  • the steel bar, the sleeve and the pre-stressed steel wire pass through the column.
  • the reinforced structure is a thickened steel sheet surrounding the beam connection hole on the beam or the column connection hole on the column, and the thickened steel sheet is connected to the beam or the column by means of a rivet, and/or a riveting clinching joint, and/or by welding.
  • the reinforced structure is a punching groove surrounding the connection hole of the beam.
  • the punching groove is embedded into the column connection hole on the column, and a diameter of the column connection hole on the column is greater than a width of the punching groove.
  • the reinforced structure is an additional exterior member attached on an outer side of the beam.
  • the additional exterior member is formed by the L-shaped steel member, the U-shaped steel member, the C-shaped steel member, the plate-shaped steel member, the square-shaped steel member, or a square-shaped wooden member.
  • a thermal insulating gasket is arranged between the beam and the additional exterior member.
  • the column is surrounded by a spot-welded steel mesh, a woven steel mesh, or an expanded steel mesh and connected to the wall body by a cement mortar layer, so as to form the reinforced structure.
  • the reinforced structure is an integrally-positioned steel frame.
  • the integrally-positioned steel frame includes an angular connector, a bolt-reinforced gasket, a frame body, an embedded bolt, and an anti-pulling nut.
  • the embedded bolt is connected to a base of the column via the angular connector.
  • the frame body is formed by the C-shaped steel member having an upward opening, an embedded hole and curled edges at ends of the upward opening.
  • the bolt-reinforced gasket is arranged above the embedded hole and provided with a positioning hole.
  • the C-shaped steel member is filled with the concrete after the embedded bolt is fixed, and the base of the column is arranged on the integrally-positioned steel frame.
  • the embedded bolt is screwed with the anti-pulling nut below the bolt-reinforced gasket or the embedded hole of the C-shaped steel member.
  • the reinforced structure is a reinforcing member attached to an outer side of the structural main column.
  • the reinforcing member includes steel columns and/or reinforced concrete columns surrounding the structural main column.
  • the steel columns and/or the reinforced concrete columns are continuous or interrupted at the cross joint of the beam and the column, and the concrete or the cement mortar is filled between a space between the steel columns and the structural main column.
  • the reinforced structure is a precast concrete wall slab and/or a precast lightweight concrete wall slab and/or a precast hollow concrete wall slab installed between the two continuous double beams.
  • the reinforced structure is a composite wall body installed between the columns.
  • the composite wall body includes a filled wall body and a composite wall surface.
  • the composite wall surface comprises a second expanded ribbed steel mesh, a cement mortar layer, a fastener, and a stressed-skin structure.
  • the composite wall surface is attached to at least one side of the column, when the composite wall surface is attached on only one side of the column, the lateral-force-resistant rod is arranged at the other side of the column.
  • the second expanded ribbed steel mesh includes a second V-shaped rib and a second expanded mesh surface.
  • the second expanded ribbed steel mesh is fixed onto the column by the fastener.
  • the fastener is a self-tapping screw or an air nail, and the lateral-force-resistant rod is formed by a strip steel.
  • the composite wall body further includes a reinforcing member.
  • the reinforcing member includes a fixation gasket and an anti-cracking member.
  • the fixation gasket is tightly attached to a groove of the second V-shaped rib for seating the air nail.
  • the fixation gasket is made of hard plastic, and the anti-cracking member is a fiberglass mesh or a spot-welded metal mesh, or fiber in the concrete or the cement mortar.
  • the reinforced structure is a composite wall body installed between the columns.
  • the composite wall body encloses the structural main column, the small column and/or the wall reinforcing column, and the brace installed between the beam and the column.
  • the composite wall body includes a filled wall body, two second expanded ribbed steel meshes, at least one tying member, an insulating layer, and a supporting member.
  • the two second expanded ribbed steel meshes are fastened onto two sides of the structural main column, the small column and the wall reinforcing column by at least one fastener.
  • the at least one fastener is a self-tapping screw or an air nail.
  • the filled wall body is disposed between the second expanded ribbed steel meshes .
  • the insulating layer is installed between the second expanded ribbed steel meshes.
  • the second expanded ribbed steel mesh includes a second V-shaped rib and a second expanded mesh surface.
  • the supporting member is situated at an outer side of the second V-shaped rib.
  • the tying member is a steel wire or plastic wire. The tying member ties to the second V-shaped rib of the second expanded ribbed steel mesh and/or the supporting member vertically disposed on the second V-shaped ribs of the second expanded ribbed steel mesh, and the filled wall body is filled with building waste residue, soil, grass, concrete or lightweight concrete.
  • the reinforced structure is a lateral-force-resistant rod arranged at a side of the column.
  • the lateral-force-resistant rod is made of the strip steel.
  • An upper end of the lateral-force-resistant rod is provided with a rod connection hole and connected to the column by the bolt passing through the rod connection hole on the lateral-force-resistant rod and the column connection hole on the column, and a lower end of the lateral-force-resistant rod is provided with a tensioning hole and curled by 90 degrees, so as to be fixed onto the side of the column by the self-tapping screws.
  • the ground tie beam includes two identical continuous single beams.
  • the continuous single beam is formed by the slice truss.
  • the slice truss includes the upper chord, the bottom chord and the shearing-resistant brace.
  • the upper chord and/or the bottom chord are formed by the L-shaped steel member, and the shearing-resistant brace is formed by the L-shaped steel member and/or the plate-shaped steel member and/or the rounded steel member.
  • the three-dimensional lightweight steel framework has advantages of simple structure and low manufacturing cost.
  • the three-dimensional lightweight steel framework can be secured by bolts, which allows non-professional workers to participate in construction period.
  • the column is sandwiched between the two single beams, so that the column and the beam can be assembled simultaneously, which is flexible in replacement and assembly.
  • the steel member is preferably formed by cutting or cold rolling a galvanized steel reel, which facilitates automated production. During the production and the in-situ assembly, no welding process is required, so it prevents a galvanized layer from being damaged.
  • the reinforced strength of the three-dimensional lightweight steel framework makes a traditional slurry-type wall body made of heavy materials, such as bricks, concretes and soils, and the recycled materials, be used cooperatively. Furthermore, by disposing two continuous single beams on both sides of the column, it reduces accumulative error during assembly.
  • FIG. 1 is a schematic diagram of a three-dimensional lightweight steel framework according to an embodiment of the present invention.
  • the three-dimensional lightweight steel framework includes an oblique beam 12 on a roof, a horizontal beam 11, a ground tie beam 14, a slice truss 15, a truss beam 13, a purlin/stringer 16, an integrally-positioned steel member 55, a structural main column 21, a small column 22, a wall reinforcing column 23, a reinforcing member 24 arranged at an outer side of the structural main column 21, a brace 41, a lateral-force-resistant rod 42, a composite wall body 62 with a stressed-skin structure, a wall body 63 with blocks, another composite wall body 64 with an expanded ribbed steel mesh, and a reinforced lightweight composite floor slab 31.
  • Each of the oblique beam 12, the horizontal beam 11, and the ground tie beam 14 is a continuous double beam including two continuous single beams 1.
  • Each of the structural main column 21, the small column 22, and the wall reinforcing column 23 is a column 2.
  • the wall reinforcing column 23 is disposed in the wall body 63 or the composite wall bodies 62, 64.
  • FIG. 2 illustrates diagrams of cross sections of the beam 1 and the column 2 and reinforced structures of the beam 1 and the column 2 according to an embodiment of the present invention.
  • FIG. 2-1 is a sectional diagram of the continuous single beam 1 according to an embodiment of the present invention.
  • FIG. 2-2 is a sectional diagram of the column 2 according to an embodiment of the present invention.
  • FIG. 2-3 is a diagram of a reinforced structure of the beam 1 and the column 2 according to an embodiment of the present invention. As shown in FIG.
  • the beam 1 can be formed by an L-shaped steel member 1/L, a U-shaped steel member, a C-shaped steel member, a Z-shaped steel member, a plate-shaped steel 1/P, a square-shaped wooded member 1/W, or the slice truss 15. Furthermore, the L-shaped steel member, the U-shaped steel member, the C-shaped steel member, or the Z-shaped steel member can be provided with curled edges.
  • An upper flange and a bottom flange of the U-shaped steel member 1/U, an upper flange and a bottom flange of the C-shaped steel member 1/C, or an upper flange and a bottom flange of the Z-shaped steel member 1/Z have an identical width or different widths.
  • the column 2 can be formed by a U-shaped steel member 2/U, a C-shaped steel member 2/C, an opened square-shaped steel member 2/RO, or a bent square-shaped steel member 2/RC.
  • the bent square-shaped steel member 2/RC has two buckled edges engaged together via rivets 510 arranged at intervals.
  • the reinforced structure of the continuous single beam 1 and the column 2 is formed by filling a concrete /cement mortar 601 in the column 2 and the beam 1.
  • FIG. 3 illustrates diagrams of the continuous single beam 1 according to an embodiment of the present invention.
  • FIG. 3-1 is a diagram of the two continuous single beams 1 connected via an overlapped connection according to an embodiment of the present invention.
  • each continuous single beam 1 is provided with a beam connection hole 70 at an end of each continuous single beam 1.
  • Two upper flanges and two bottom flanges of the two continuous single beams 1 overlapped are cut off, so that the two continuous single beams 1 are connected to the column by means of a bolt 501 passing through the two beam connection holes 70 and a column connection hole.
  • FIG. 3-2 FIG.
  • FIG. 3-2 is a diagram of the two slice trusses 15 connected to via an overlapped connection according to an embodiment of the present invention.
  • the two slice trusses 15 are connected to the column 2.
  • An upper chord 151 of each slice truss 15 is formed by the L-shaped steel member 1/L, and a bottom chord 152 is formed by the L-shaped steel member 1/L.
  • An end of each of the two slice trusses 15 is provided with a truss connection hole.
  • a contact surface of the column 2 is provided with a column connection hole.
  • the two slice truss 15 are overlapped and connected to the contact surface of the column 2 by means of the bolt 501. Please refer to FIG. 3-3.
  • FIG. 3-3 FIG.
  • 3-3 is a diagram of the two continuous single beams 1 connected via a connector 512 according to an embodiment of the present invention. As shown in FIG. 3-3 , an end of each continuous single beam 1 is provided with the beam connection hole 70.
  • the connector 512 is provided with a plurality of connector connection holes and connected to the two continuous single beams 1 and the column 2 by means of bolts 501.
  • the connector 512 is formed by the U-shaped steel member 1/U, the L-shaped steel member 1/L, or the plate-shaped steel member 1/P.
  • FIG. 4 illustrates diagrams of the reinforced lightweight composite floor slab 31 according to an embodiment of the present invention.
  • FIG. 4-1 is a perspective diagram of the reinforced lightweight composite floor slab 31 according to the present invention.
  • the reinforced lightweight composite floor slab 31 includes a lightweight composite floor slab 311.
  • the lightweight composite floor slab 311, the purlin 16, the lateral-force-resistant rod 42 and/or a ceiling 32 are connected integrally by at least one floor connector 51.
  • FIG. 4-2 to FIG. 4-5 FIG. 4-2 is a diagram of the lightweight composite floor slab 311 according to an embodiment of the present invention.
  • FIG. 4-3 is a diagram of the floor connector 51 according to an embodiment of the present invention.
  • the lightweight composite floor slab 311 includes a floor deck.
  • the floor deck is formed by a profiled steel sheet 52.
  • the profiled steel sheet 52 is connected to the purlin 16 by the floor connector 51, and the profiled steel sheet 52 is filled with the concrete and/or the cement mortar 601.
  • the concrete and/or the cement mortar 601 is framed by an internal anti-cracking mesh and/or anti-cracking fiber 531. As shown in FIG.
  • the floor connector 51 includes a self-tapping screw 502, a sleeve 513 and/or a bearing gasket 514, and the sleeve 513 is tightly attached to the self-tapping screw 502.
  • the sleeve 513 can be an expanded sleeve 5131. At least one side of the expanded sleeve 5131 is expanded to form the bearing gasket 514.
  • the profiled steel sheet 52 can be a corrugated profiled steel sheet, as shown in FIG. 4-5 , or a folded profiled steel sheet, as shown in FIG. 4-4 . Please refer to FIG. 4-6 and FIG. 4-7.
  • FIG. 4-6 and FIG. 4-7 Please refer to FIG. 4-6 and FIG. 4-7.
  • FIG. 4 4-6 is a diagram of a first expanded ribbed steel mesh 54 according to an embodiment of the present invention.
  • FIG. 4-7 is a sectional diagram of the first expanded ribbed steel mesh 54 according to an embodiment of the present invention.
  • the ceiling 32 includes the first expanded ribbed steel mesh 54.
  • the first expanded ribbed steel mesh 54 includes a first V-shaped rib 541 and a first expanded mesh surface.
  • FIG. 4-8 is a diagram of the reinforced lightweight composite floor slab 31 and the lateral-force-resistant rod 42 connected to the purlin 16 according to an embodiment of the present invention.
  • FIG.4-9 is a diagram of the lightweight composite floor slab 311 and the ceiling 32 connected to the purlin 16 according to an embodiment of the present invention.
  • the lateral-force-resistant rod 42 is arranged below the purlin 16
  • the lightweight composite floor slab 311 is arranged above the purlin 16.
  • the purlin 16 is connected to the lateral-force-resistant rod 42 by the self-tapping screw 502 or an air nail 515.
  • the lightweight composite floor slab 311 is arranged above the purlin 16.
  • the ceiling 32 is filled with cement mortar 601, and the cement mortar 601 is framed by the internal anti-cracking mesh and/or the anti-cracking fiber 531.
  • the purlin 16 is connected to the ceiling 32 by means of the self-tapping screw 502 or the air nail 515.
  • the lightweight composite floor slab 311 is arranged above the purlin 16.
  • FIG. 5 illustrates diagrams of an embedded continuous single beam 17 and a reinforced structure of a lateral-force-resistant rod 42 according to an embodiment of the present invention.
  • FIG. 5-1 is a diagram of the embedded continuous single beam 17 according to an embodiment of the present invention.
  • the embedded continuous single beam 17 can be formed by the L-shaped steel member 1/L, the C-shaped steel member 1/C, or the Z-shaped steel member 1/Z.
  • An upper flange and a bottom flange of the embedded continuous single beam 17 corresponding to the column 2 are cut off, so that the column 2 is embedded into the embedded continuous single beam 17 at a cross joint of the column 2 and the embedded continuous single beam 17.
  • FIG. 5-2 is a diagram of a reinforced structure according to an embodiment of the present invention.
  • the reinforced structure is the lateral-force-resistant rod 42.
  • the lateral-force-resistant rod 42 is provided with a rod connection hole on an upper end of the lateral-force-resistant rod 42, and connected to the column 2 by means of the bolt 501 for tensing the lateral-force-resistant rod 42.
  • the lateral-force-resistant rod 42 is provided with a tensioning hole 72 at a lower end of the lateral-force-resistant rod 42 for tensing the lateral-force-resistant rod 42.
  • the lateral-force-resistant rod 42 is falsely fixed to one side of the column 2 by means of the self-tapping screw 502.
  • the lateral-force-resistant rod 42 is a curled rod, and the lower end of the lateral-force-resistant rod 42 is curled by 90 degrees, so as to be fixed onto the side of the column 2 by the self-tapping screw 502.
  • FIG. 6 illustrates diagrams of the slice truss 15 according to an embodiment of the present invention. Please refer to FIG. 6-1 to FIG. 6-5.
  • FIG. 6-1 is a diagram of the slice truss 15 according to an embodiment of the present invention.
  • FIG.6-2 is a top view diagram of the slice truss 15 according to an embodiment of the present invention.
  • Fig.6-3 is a sectional diagram of the slice truss 15 shown in FIG. 6-1 according to an embodiment of the present invention.
  • FIG.6-4 is a sectional diagram of the slice truss 15 shown in FIG. 6-1 according to an embodiment of the present invention.
  • Fig.6-5 is a perspective diagram of the slice truss 15 of the embodiment of the present invention. As shown in FIG. 6-1 to FIG.
  • the slice truss 15 includes an upper chord 151, a bottom chord 152, and a shear resistance brace 153.
  • the upper chord 151 and/or the bottom chord 152 are formed by the L-shaped steel member 1/L
  • the shear resistance brace 153 is formed by the L-shaped steel member 1/L and/or the plate-shaped steel member 1/P and/or a rounded steel member.
  • the slice truss 15 is provided with the beam connection holes 70 on surfaces of the upper chord 151 and the bottom chord 152 contacting with the column 2 and a vertical column 213.
  • the slice truss 15 is connected to the column 2 and the vertical column 213 by means of the bolts 501.
  • the two slice trusses 15 are arranged at both sides of the column 2, and connected to the column 2 at the joint by the bolts 501, without interruption. As shown in FIG. 6-3 , the two slice trusses 15 are connected to each other via an overlapped connection, so as to form a continuous slice truss.
  • the continuous slice truss intersects the two continuous single beams 1. As shown in FIG. 6-4 , the upper chord 151 and the bottom chord 152 of the slice truss 15 are connected to the vertical column 213 by means of the bolt 501.
  • FIG. 7 illustrates diagrams of the truss beam 13 according to an embodiment of the present invention. Please refer to FIG. 7-1 to FIG. 7-2.
  • FIG.7-1 is a perspective diagram of the truss beam 13 according to an embodiment of the present invention.
  • Fig.7-2 is a diagram of the truss beam 13 according to an embodiment of the present invention.
  • the truss beam 13 includes an upper chord beam 131, a bottom chord beam 132, and a truss beam brace 134.
  • Each of the upper chord beam 131 and the bottom chord beam 132 is the continuous double beam.
  • the continuous double beam can include two identical or two different continuous single beams 1.
  • the continuous single beams 1 of the upper chord beam 131 and the bottom chord beam 132 are arranged at both sides of the column 2.
  • FIG.7-3 is a sectional diagram of the truss beam 13 shown in FIG. 7-2 according to an embodiment of the present invention. As shown in FIG. 7-3 , a cavity between the two continuous single beams 1 of the upper chord beam 131, a cavity between the two continuous single beams 1 of the bottom chord beam 132, a cavity of the vertical column 213 and a cavity of the truss beam brace 134 are filled with the concrete/the cement mortar 601, so as to form a reinforced structure of the truss beam 13. Please refer to FIG. 7-4.
  • Fig.7-4 is a diagram of a reinforced structure according to an embodiment of the present invention.
  • a supporting steel member can be arranged in the space between the two continuous single beams 1, and the concrete/cement mortar 601 is filled in the space between the two continuous single beams 1, so as to form the reinforced structure.
  • the supporting steel member can be a steel bar 501, a stirrup 506, a pre-stressed steel wire 507, or a sleeve 508 of the pre-stressed steel wire 507.
  • FIG. 8 illustrates diagrams of a reinforced structure of a punching groove 71 and a thickened steel sheet 518 according to an embodiment of the present invention.
  • FIG. 8-1 is a diagram of two reinforced structures according to an embodiment of the present invention.
  • One of the two reinforced structures is the thickened steel sheet 518, and the other one is the punching groove 71.
  • the thickened steel sheet 518 and the punching groove 81 can be arranged around the beam connection hole 70 of the continuous single beam 1 or the column connection hole of the column 2, i.e., the thickened steel sheet 518 and the punching groove 81 are located near the joint of the continuous single beam 1 and the column 2.
  • FIG. 8-2 is a sectional diagram of the punching groove 71 shown in FIG. 8-1 according to an embodiment of the present invention.
  • FIG. 8-3 is an enlarged diagram of FIG. 8-2 according to an embodiment of the present invention.
  • the punching groove 71 of the continuous single beam 1 is embedded into the column connection hole 73 of the column 2, so that the continuous single beam 1 and the column 2 are connected by means of the bolt 501.
  • the concrete/cement mortar 601 is filled in the cavity of the column 2.
  • FIG. 8-4 is a sectional diagram of the thickened steel sheet 518 according to an embodiment of the present invention.
  • FIG. 8-5 is a sectional diagram of the thickened steel sheet 518 shown in FIG. 8-4 according to an embodiment of the present invention.
  • the thickened steel sheet 518 is an additional steel member connected to the continuous single beam 1 or the column 2 by means of a rivet, and/or a riveting clinching joint, and/or by welding.
  • FIG. 9 illustrates diagrams of reinforced structures of the three-dimensional lightweight steel framework according to an embodiment of the present invention.
  • FIG. 9-1 is a diagram of four reinforced structures according to an embodiment of the present invention.
  • One of the four reinforced structures is formed by filling the space between the two continuous single beams 1 with the concrete/cement mortar 601.
  • Another one of the four reinforced structures is a precast concrete wall slab 68 arranged between the two continuous single beams 1.
  • Another one of the four reinforced structures is formed by the column 2 surrounded by a steel mesh 53 and connected to the wall body 63 with blocks by the cement mortar layer 61.
  • the other one of the fourth reinforced structures is an additional exterior member 511 arranged outside the single beam 1. Please refer to FIG. 9-2.
  • FIG. 9-2 FIG.
  • FIG. 9-2 is a sectional diagram of the two continuous single beams 1 shown in FIG. 9-1 according to an embodiment of the present invention. As shown in FIG. 9-2 , the continuous single beams 1 are filled with the concrete/cement mortar 601. Please refer to FIG. 9-3 and FIG. 9-4.
  • Fig. 9-3 is a sectional diagram of the additional exterior member 511 shown in FIG. 9-1 according to an embodiment of the present invention.
  • FIG. 9-4 is a sectional diagram of the additional exterior member 511 shown in FIG. 9-1 according to an embodiment of the present invention. As shown in FIG. 9-1, FIG. 9-3, and FIG. 9-4 , the additional exterior member 511 is arranged at an outer side of the continuous single beam 1.
  • FIG. 9-5 is a sectional diagram of the column 2 shown in FIG. 9-1 according to an embodiment of the present invention. As shown in FIG. 9-5 , the column 2 is surrounded by the steel mesh 53, a woven steel mesh, or an expanded steel mesh. The column 2 is connected to the wall body 63 with blocks by means of cement mortar layer 61.
  • FIG. 9-6 is a sectional diagram of the precast concrete wall slab 68 shown in FIG. 9-1 according to an embodiment of the present invention. The precast concrete wall slab 68 is arranged between the two continuous single beams 1. In other embodiments, the precast concrete wall slab 68 can be replaced by a precast lightweight concrete wall slab or a precast hollow concrete wall slab.
  • FIG. 10 illustrates diagrams of an integrally-positioned steel frame 55 according to an embodiment of the present invention. Please refer to FIG. 10-1 to FIG. 10-2.
  • FIG. 10-1 is a diagram of the integrally-positioned steel frame 55 according to an embodiment of the present invention.
  • FIG. 10-2 is an exploded diagram of the integrally-positioned steel frame 55 according to an embodiment of the present invention.
  • the integrally-positioned steel frame 55 includes an angular connector 554, a bolt-reinforced gasket 552, a frame body 551, an embedded bolt 553, and an anti-pulling nut 555.
  • the frame body 551 is formed by the C-shaped steel member 1/C.
  • FIG. 10-3 is a sectional diagram of the frame body 551 according to an embodiment of the present invention.
  • FIG. 10-4 is a sectional diagram of the bolt-reinforced gasket 552 according to an embodiment of the present invention.
  • FIG. 10-5 is a sectional diagram of the anti-pulling nut 555 according to an embodiment of the present invention.
  • the frame body 551 is provided with an embedded hole 72.
  • the bolt-reinforced gasket 552 is provided with a positioning hole 74.
  • the bolt-reinforced gasket 552 is arranged on the frame body 551, and the anti-pulling nut 555 is arranged below the bolt-reinforced gasket 552 or below the frame body 551.
  • FIG. 11 illustrates diagrams of the composite wall body 62 with two stressed-skin structures according to an embodiment of the present invention. Please refer to FIG. 11-1 to FIG. 11-3.
  • FIG. 11-1 is a diagram of the composite wall body 62 with two stressed-skin structures according to an embodiment of the present invention.
  • FIG. 11-2 is an enlarged diagram of FIG. 11-1 according to an embodiment of the present invention.
  • FIG. 11-3 is an enlarged diagram of in FIG. 11-1 according to an embodiment of the present invention.
  • the composite wall body 62 includes a filled wall body 66 and two composite wall surfaces 621 arranged at two sides of the structural main column 21, the small column 22, and the wall reinforcing column 23.
  • the composite wall body 62 encloses the structural main column 21, the small column 22, and the wall reinforcing column 23.
  • Each of the composite wall surfaces 621 includes a stressed-skin structure.
  • the composite wall surface 621 further includes a second expanded ribbed steel mesh 56, the cement mortar layer 61, the anti-cracking mesh and/or anti-cracking fiber 531, the self-tapping screw 502 and/or the air nail 515.
  • FIG. 11-4 to FIG. 11-6 is a diagram of the composite wall body 62 with one stressed-skin structure according to an embodiment of the present invention.
  • FIG. 11-5 is an enlarged diagram of FIG. 11-3 according to an embodiment of the present invention.
  • FIG. 11-6 is an enlarged diagram of FIG.
  • the composite wall body 62 includes the filled wall body 66, an insulating layer 65, and one composite wall surface 621 arranged at one side of the structural main column 21, the small column 22, and the wall reinforcing column 23.
  • the lateral-force-resistant rod 42 is arranged at the other side of the structural main column 21, the small column 22, and the wall reinforcing column 23.
  • FIG. 12 illustrates diagrams of a fixation gasket 517 of the composite wall body 62 with the two stressed-skin structures according to an embodiment of the present invention. Please refer to FIG. 12-1 and FIG. 12-2.
  • FIG. 12-1 is a diagram of the composite wall body 62 with the two stressed-skin structures according to an embodiment of the present invention.
  • FIG. 12-2 is an enlarged diagram of FIG. 12-1 according to an embodiment of the present invention.
  • the composite wall body 62 further includes the fixation gasket 517.
  • the fixation gasket 517 is tightly attached to a groove of the second V-shaped rib 561 for seating the air nail 515, and the fixation gasket 517 is made of hard plastic.
  • FIG. 13 illustrates diagrams of the composite wall body 64 with the second expanded ribbed steel meshes 56 according to an embodiment of the present invention. Please refer to FIG. 13-1 to FIG. 13-3.
  • FIG. 13-1 is a diagram of the composite wall body 64 with the second expanded ribbed steel meshes 56 according to an embodiment of the present invention.
  • FIG. 13-2 is a perspective diagram of the composite wall body 64 with the second expanded ribbed steel meshes 56 according to an embodiment of the present invention.
  • FIG. 13-3 is a sectional diagram of the composite wall body 64 with the second expanded ribbed steel meshes 56 according to an embodiment of the present invention.
  • the composite wall body 64 encloses the structural main column 21, the small column 22 and/or the wall reinforcing column 23.
  • the composite wall body 64 includes two second expanded ribbed steel meshes 56, at least one tying member 67, the cement mortar layer 61, and the filled wall body 66.
  • FIG. 14 illustrates diagrams of the reinforcing member 24 according to an embodiment of the present invention.
  • FIG. 14-1 is a diagram of a reinforced structure according to an embodiment of the present invention.
  • the reinforced structure 24 is the reinforcing member 24 arranged at an outer side of the structural main column 21.
  • the continuous single beams 1 are arranged at the outer side of the structural main column 21.
  • FIG. 14-2 is a diagram of the reinforcing member 24 according to an embodiment of the present invention.
  • the reinforcing member 24 can include a reinforced concrete column 215.
  • the reinforced concrete column 215 includes the steel bar 516, the stirrup 506, and the concrete 60. Please refer to FIG. 14-3.
  • FIG. 14-3 FIG.
  • the reinforcing member 24 can include a steel column 214.
  • the concrete or the cement mortar 601 is filled between a space between the steel column 214 and the structural main column 21.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)

Claims (23)

  1. Ossature tridimensionnelle légère en acier comprenant une poutre, une colonne (2), un corps de paroi (63), une panne (16), une dalle de plancher et une tige résistante à la force latérale (42), la poutre étant une double poutre continue comprenant deux poutres uniques continues identiques ou différentes (1) fixées des deux côtés de la colonne (2), la poutre unique continue (1) et la colonne (2) étant continues et non interrompues au niveau d'un raccord transversal de la poutre unique continue (1) et de la colonne (2), caractérisée en ce que la dalle de plancher est une dalle de plancher composite légère renforcée (31), la dalle de plancher composite légère renforcée (31) comprend une dalle de plancher composite légère (311), la panne (16) et la tige résistante à la force latérale (42), la panne (16) étant reliée à la dalle de plancher composite légère (311) par ladite au moins une attache de plancher (51), la panne (16) étant reliée à la tige résistante à la force latérale (42) et/ou à un plafond (32) par au moins une autre attache, de telle sorte que la dalle de plancher composite légère (311), la panne (16) et la tige résistante à la force latérale (42) et/ou un plafond (32) sont reliés d'un seul tenant, la dalle de plancher étant installée sur la panne (16) et la tige résistante à la force latérale (42) et/ou le plafond (32) étant construits sous la panne (16).
  2. Ossature tridimensionnelle légère en acier selon la revendication 1, la colonne (2) comprenant une colonne principale structurale (21), une petite colonne (22), une colonne de renforcement de paroi (23), un contrevent (41), une colonne verticale (213) et un contrevent de poutre en treillis (134), la poutre comprenant une poutre horizontale (11), une poutre inclinée, une poutre de membrure supérieure (131), une poutre de membrure inférieure (132) et une poutre d'ancrage au sol (14), la poutre unique continue (1) étant formée par au moins un élément parmi un élément en acier en forme de L (1/L), un élément en acier en forme de U (1/U), un élément en acier en forme de C (1/C), un élément en acier en forme de Z (1/Z), un élément en acier en forme de plaque (1/P) et une contrefiche (15), la panne (16) étant formée par au moins un élément parmi l'élément en acier en forme de U, l'élément en acier en forme de C (1/C), l'élément en acier en forme de Z (1/Z) et la contrefiche (15), la contrefiche (15) comprenant une membrure supérieure (151), une membrure inférieure (152) et un contrevent de résistance au cisaillement (153), la membrure supérieure (151) ou la membrure inférieure (152) étant formée par l'élément en acier en forme de L (1/L) et le contrevent de résistance au cisaillement (153) étant formé par l'élément en acier en forme de L (1/L), l'élément en acier en forme de plaque (1/P) ou un élément en acier arrondi, la colonne (2) étant formée par au moins un élément parmi un élément en acier en forme de C (2/C), un élément en acier en forme de carré ouvert (2/RO), un élément en acier en forme de carré courbé (2/RC) et un élément en acier en forme de carré, l'élément en acier en forme de carré ouvert (2/RO) étant rempli de béton et/ou de mortier de ciment (601), l'élément en acier en forme de carré courbé (2/RC) étant formé par laminage à froid d'une plaque d'acier, deux extrémités de la plaque d'acier étant pliées pour former deux bords recourbés à 90 degrés et les deux bords recourbés étant mis en prise ensemble par l'intermédiaire de rivets (510) disposés à intervalles, la poutre unique continue (1) étant reliée à la colonne (2) au moyen d'un boulon (501) passant à travers un trou de liaison de colonne (73) sur la colonne (2) et un trou de liaison de poutre (70) sur une âme de la poutre unique continue (1).
  3. Ossature tridimensionnelle légère en acier selon la revendication 2, l'élément en acier en forme de L (1/L), l'élément en acier en forme de U (1/U), l'élément en acier en forme de C (1/C, 2/C), l'élément en acier en forme de Z (1/Z) et l'élément en acier en forme de carré ouvert (2/RO) étant pourvus de bords recourbés, une bride supérieure et une bride inférieure de l'élément en acier en forme de U (1/U), une bride supérieure et une bride inférieure de l'élément en acier en forme de C (1/C) ou une bride supérieure et une bride inférieure de l'élément en acier en forme de Z (1/Z) présentant une largeur identique ou des largeurs différentes, l'élément en acier en forme de L (1/L), l'élément en acier en forme de U (1/U), l'élément en acier en forme de C (1/C), l'élément en acier en forme de Z (1/Z), l'élément en acier en forme de carré ouvert (2/RO), l'élément en acier en forme de carré courbé (2/RC) et l'élément en acier en forme de plaque (1/P) étant formés par découpe et/ou laminage à froid d'une bobine d'acier galvanisé.
  4. Ossature tridimensionnelle légère en acier selon la revendication. 1, la poutre unique continue (1) comprenant une pluralité de poutres uniques reliées par l'intermédiaire d'au moins un raccord chevauché ou d'au moins une attache de poutre (512).
  5. Ossature tridimensionnelle légère en acier selon la revendication 1, la dalle de plancher composite légère (311) comprenant un plancher, le plancher étant formé par une tôle d'acier profilée (52), la tôle d'acier profilée étant une tôle d'acier profilée ondulée ou une tôle d'acier profilée pliée, la tôle d'acier profilée (52) présentant une épaisseur de 0,2 à 1,0 millimètre et une profondeur de rainure de 30 à 50 millimètres, la tôle d'acier profilée (52) étant remplie de béton et/ou de mortier de ciment (601), le béton et/ou le mortier de ciment (601) étant armé par un treillis antifissuration et/ou une fibre antifissuration interne(s) (531), une différence de hauteur entre le béton et/ou le mortier de ciment (601) et un pic de la tôle d'acier profilée (52) étant inférieure à 50 millimètres, la tôle d'acier profilée (52) étant reliée à la panne (16) par l'attache de plancher (51), l'attache de plancher (51) comprenant une vis autotaraudeuse (502), un manchon (513) et/ou une garniture d'appui (514), le manchon (513) étant étroitement fixé à la vis autotaraudeuse (502), le manchon (513) étant en métal ou en plastique, au moins un côté du manchon (513) étant expansé pour former la garniture d'appui (514), la panne (16) étant disposée à des intervalles inférieurs à 180 centimètres, au moins une paire de coins opposés de la dalle de plancher composite légère (311) étant délimitée par la tige résistante à la force latérale (42), la tige résistante à la force latérale (42) étant formée par un feuillard d'acier, le feuillard d'acier étant relié à la panne (16) par une autre vis autotaraudeuse (502) et/ou un autre clou (515) de ladite au moins une autre attache, le plafond (32) comprenant un premier treillis nervuré étendu en acier (54), le premier treillis nervuré étendu en acier (54) comprenant une première nervure en forme de V (541) et une première surface étendue de treillis, le premier treillis nervuré étendu en acier (54) étant relié à la panne (16) par l'autre vis autotaraudeuse (502) et/ou l'autre clou (515) de ladite au moins une autre attache, le plafond (32) étant rempli de mortier de ciment et le mortier de ciment (601) étant armé par le treillis antifissuration et/ou la fibre antifissuration interne(s) (531).
  6. Ossature tridimensionnelle légère en acier selon la revendication 1, la poutre unique continue (1) étant une poutre unique continue intégrée (17), une bride supérieure et une bride inférieure de la poutre unique continue intégrée (17) formée par l'élément en acier en forme de L (1/L), l'élément en acier en forme de C (1/C) ou l'élément en acier en forme de Z (1/Z) et correspondant à la colonne (2) étant coupées, de telle sorte que la colonne (2) est intégrée dans la poutre unique continue intégrée (17) au niveau du raccord de la colonne (2) et de la poutre unique continue intégrée (17), la poutre unique continue intégrée (17) étant reliée à la colonne (2) au moyen du boulon (501) passant à travers le trou de liaison de la colonne (73) sur la colonne (2) et le trou de liaison de poutre (70) sur une âme de la poutre unique continue intégrée (17).
  7. Ossature tridimensionnelle légère en acier selon la revendication 1, comprenant en outre au moins une structure renforcée.
  8. Ossature tridimensionnelle légère en acier selon la revendication 7, la poutre de membrure inférieure (132) étant formée par l'élément en acier en forme de carré ouvert (2/RO) avec une ouverture vers le haut, une partie de l'élément en acier en forme de carré ouvert (2/RO) chevauchant la colonne (2) ou le contrevent (41) étant coupée, l'élément en acier en forme de carré ouvert (2/RO) étant relié à la colonne (2) ou au contrevent (41) au moyen du boulon (501) passant à travers le trou de liaison de poutre (70) sur une âme de l'élément en acier en forme de carré ouvert (2/RO) et le trou de liaison de colonne (73) sur la colonne (2) ou sur le contrevent (41), de façon à former ladite au moins une structure renforcée.
  9. Ossature tridimensionnelle légère en acier selon la revendication 7, un espace entre deux poutres uniques continues (1) et/ou une cavité entre les colonnes (2) et/ou une cavité de l'élément en acier en forme de carré ouvert (2/RO) de la poutre de membrure inférieure (132) étant rempli par le béton et/ou le mortier de ciment (601), de façon à former ladite au moins une structure renforcée.
  10. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant une pluralité de vis autotaraudeuses (502) disposées à une périphérie du boulon (501) et pour fixer artificiellement la poutre et la colonne (2) après l'étalonnage de la poutre et de la colonne (2) et la pluralité de vis autotaraudeuses (502) étant retirées après le remplissage de la cavité entre les colonnes (2) ou de l'élément en acier en forme de carré ouvert (2/RO) de la poutre de membrure inférieure (132) par le béton et/ou le mortier de ciment (601).
  11. Ossature tridimensionnelle légère en acier selon la revendication 7, un élément support en acier étant agencé dans l'espace entre les deux poutres uniques continues (1) et/ou dans la cavité entre les colonnes (2) ou de l'élément en acier en forme de carré ouvert (2/RO) formant la poutre de membrure inférieure (132), où le béton et/ou le mortier de ciment (601) est/sont introduits, de façon à former ladite au moins une structure renforcée et l'élément support en acier étant une barre en acier (501), un étrier (506) ou un fil d'acier précontraint (507).
  12. Ossature tridimensionnelle légère en acier selon la revendication 11, l'étrier (506) étant un étrier carré, un étrier arrondi, un étrier hélicoïdal ou un treillis en acier arrondi et le fil d'acier précontraint (507) étant pourvu d'une gaine (507).
  13. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant une tôle d'acier épaissie (518) entourant le trou de liaison de poutre (70) sur la poutre ou le trou de liaison de colonne (70) sur la colonne (2) et la tôle d'acier épaissie (518) étant reliée à la poutre ou à la colonne (2) au moyen d'un rivet et/ou d'une sertissage par rivetage et/ou par soudage.
  14. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant un élément extérieur supplémentaire (511) fixé sur un côté externe de la poutre, l'élément extérieur supplémentaire (511) étant formé par l'élément en acier en forme de L (1/L), l'élément en acier en forme de U (1/U), l'élément en acier en forme de C (1/C), l'élément en acier en forme de plaque (1/P), l'élément en acier en forme de carré ou un élément en bois en forme de carré.
  15. Ossature tridimensionnelle légère en acier selon la revendication 14, une garniture d'isolation thermique (503) étant agencée entre la poutre et l'élément extérieur supplémentaire (511).
  16. Ossature tridimensionnelle légère en acier selon la revendication 7, la colonne (2) étant entourée par un treillis en acier soudé par points (53), un treillis tissé en acier ou un treillis étendu en acier et relié au corps de paroi (63) par une couche de mortier de ciment (61), de façon à former ladite au moins une structure renforcée.
  17. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant un cadre en acier positionné d'un seul tenant (55), le cadre en acier positionné d'un seul tenant (55) comprenant une attache angulaire (554), une garniture renforcée par des boulons (552), un corps de cadre (551), un boulon intégré (553) et un écrou antitraction (555), le boulon intégré (553) étant relié à une base de la colonne (2) par l'intermédiaire de l'attache angulaire (554), le corps de cadre (551) étant formé par l'élément en acier en forme de C (1/C) présentant une ouverture vers le haut, un trou intégré (72) et des bords recourbés aux extrémités de l'ouverture vers le haut, la garniture renforcée par boulon (552) étant agencée au-dessus du trou intégré (72) et pourvue d'un trou de positionnement (74), l'élément en acier en forme de C (1/C) étant rempli du béton après la fixation du boulon intégré (553) et la base de la colonne (2) étant agencée sur le cadre en acier positionné d'un seul tenant (55).
  18. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant un élément de renforcement (24) fixé à un côté externe de la colonne principale structurale (21), l'élément de renforcement (24) comprenant des colonnes en acier (214) et/ou des colonnes en béton renforcé (215) entourant la colonne principale structurale (21), les colonnes en acier (214) et/ou les colonnes en béton renforcé (215) étant continues ou interrompues au niveau du raccord transversal de la poutre et de la colonne (2) et le béton ou le mortier de ciment (601) étant introduit dans un espace entre les colonnes en acier (214) et la colonne principale structurale (21).
  19. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant une dalle de paroi en béton préfabriqué (68) et/ou une dalle de paroi en béton léger préfabriquée et/ou une dalle de paroi en béton creuse préfabriquée installée entre les deux doubles poutres continues.
  20. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant un corps de paroi composite (62) installé entre les colonnes (2), le corps de paroi composite (62) comprenant un corps de paroi rempli (66) et une surface de paroi composite (621), la surface de paroi composite (621) comprenant un deuxième treillis nervuré étendu en acier (56), une couche de mortier de ciment (61), un élément de fixation et une structure à peau contrainte, la surface de paroi composite (621) étant fixée à au moins un côté de la colonne (2), lorsque la surface de paroi composite (621) est fixée sur un seul côté de la colonne (2), la tige résistante à la force latérale (42) étant agencée de l'autre côté de la colonne (2).
  21. Ossature tridimensionnelle légère en acier selon la revendication 20, le deuxième treillis nervuré étendu en acier (56) comprenant une deuxième nervure en forme de V (561) et une deuxième surface étendue de treillis, le deuxième treillis nervuré étendu en acier (56) étant fixé sur la colonne (2) par l'élément de fixation, l'élément de fixation étant une vis autotaraudeuse (502) ou un clou (515) et la tige résistante à la force latérale (42) étant formée par un feuillard d'acier.
  22. Ossature tridimensionnelle légère en acier selon la revendication 21, le corps de paroi composite (62) comprenant en outre un élément de renforcement, l'élément de renforcement comprend une garniture de fixation (517) et un élément antifissuration (531), la garniture de fixation (517) étant fermement fixée à une rainure de la deuxième nervure en forme de V (561) pour loger le clou (515), la garniture de fixation (517) étant constituée de plastique dur et l'élément antifissuration (531) étant un treillis en fibre de verre ou un treillis métallique soudé par points ou une fibre dans la couche de mortier de ciment (61).
  23. Ossature tridimensionnelle légère en acier selon la revendication 7, ladite au moins une structure renforcée étant un corps de paroi composite (64) installé entre les colonnes (2), le corps de paroi composite (64) entourant la colonne principale structurale (21), la petite colonne (22) et/ou la colonne de renforcement de paroi (23) et le contrevent (41) installé entre la poutre et la colonne (2), le corps de paroi composite (64) comprenant un corps de paroi rempli (66), deux deuxièmes treillis nervurés étendus en acier (56), au moins un élément de liaison (67), une couche isolante (65) et un élément support, les deux deuxièmes treillis nervurés étendus en acier (56) étant fixés sur deux côtés de la colonne principale structurale (21), de la petite colonne (22) et de la colonne de renforcement de paroi (23) par au moins un élément de fixation, ladite au moins un élément de fixation étant une vis autotaraudeuse (502) ou un clou (515), le corps de paroi rempli (66) étant disposé entre les deuxièmes treillis nervurés étendus en acier (56), la couche isolante (65) étant installée entre les deuxièmes treillis nervurés étendus en acier (56), le deuxième treillis nervuré étendu en acier (56) comprenant une deuxième nervure en forme de V (561) et une deuxième surface étendue de treillis, l'élément support étant situé au niveau d'un côté externe de la deuxième nervure en forme de V (561), l'élément de liaison (67) étant un fil d'acier ou un fil plastique, l'élément de liaison (67) se liant à la deuxième nervure en forme de V (561) du deuxième treillis nervuré étendu en acier (56) et/ou à l'élément support disposé verticalement sur les deuxièmes nervures en forme de V (561) du deuxième treillis nervuré étendu en acier (56) et le corps de paroi rempli (66) étant rempli de résidus de déchets de construction, de terre, d'herbe, de béton ou de béton léger.
EP15740446.8A 2014-01-24 2015-01-26 Ossature en acier léger tridimensionnelle formée par des poutres doubles continues à deux voies Active EP3085844B1 (fr)

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CN201410035766.3A CN103790231A (zh) 2014-01-24 2014-01-24 设有连续结构梁的轻钢屋架
PCT/CN2015/071574 WO2015110081A1 (fr) 2014-01-24 2015-01-26 Ossature en acier léger tridimensionnelle formée par des poutres doubles continues à deux voies

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CN103790231A (zh) * 2014-01-24 2014-05-14 成都常民世纪建筑科技有限公司 设有连续结构梁的轻钢屋架
US11713576B2 (en) 2014-01-24 2023-08-01 Ying Chun Hsieh Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams
CN104963408B (zh) * 2014-12-05 2017-09-29 北新集团建材股份有限公司 一种房屋结构及其构建方法
CN106703289A (zh) * 2015-07-14 2017-05-24 张引强 房屋框架及其横梁
BR102016007926B1 (pt) * 2016-04-08 2018-02-06 Rinaldo Zaina, Engenharia, Consultoria E Projetos Industriais S/S Ltda Me Processo industrial para a construção de edifícios
CN106759905B (zh) * 2016-12-30 2022-03-25 河南奥斯派克科技有限公司 钢木式钢结构复合结构体系
RU2641153C1 (ru) * 2017-03-09 2018-01-16 Тай Юй ЛЮ Легкая стальная конструкция
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EP3085844A4 (fr) 2017-08-09
TW201529938A (zh) 2015-08-01
CN105297887A (zh) 2016-02-03
EP3085844A1 (fr) 2016-10-26
WO2015110081A1 (fr) 2015-07-30
TWI632272B (zh) 2018-08-11
TW201608086A (zh) 2016-03-01
RU2651723C2 (ru) 2018-04-23
CN105297887B (zh) 2019-06-07
PH12016500906A1 (en) 2016-07-04
JP2017503942A (ja) 2017-02-02
ES2877406T3 (es) 2021-11-16
US20160298333A1 (en) 2016-10-13
MY178769A (en) 2020-10-20
BR112016017131B1 (pt) 2022-04-12
TWM522974U (zh) 2016-06-01
JP6368787B2 (ja) 2018-08-01
RU2016133978A3 (fr) 2018-03-01
BR112016017131A2 (fr) 2017-10-03
RU2016133978A (ru) 2018-03-01

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