WO2021244640A1 - Lightweight steel framing system formed by double beams with reinforced instrument(s) - Google Patents

Lightweight steel framing system formed by double beams with reinforced instrument(s) Download PDF

Info

Publication number
WO2021244640A1
WO2021244640A1 PCT/CN2021/098350 CN2021098350W WO2021244640A1 WO 2021244640 A1 WO2021244640 A1 WO 2021244640A1 CN 2021098350 W CN2021098350 W CN 2021098350W WO 2021244640 A1 WO2021244640 A1 WO 2021244640A1
Authority
WO
WIPO (PCT)
Prior art keywords
post
beams
continuously
disposed
another
Prior art date
Application number
PCT/CN2021/098350
Other languages
French (fr)
Inventor
Ying-Chun HSIEH
Original Assignee
Hsieh Ying Chun
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hsieh Ying Chun filed Critical Hsieh Ying Chun
Publication of WO2021244640A1 publication Critical patent/WO2021244640A1/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19—Three-dimensional framework structures
    • E04B1/1903—Connecting nodes specially adapted therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—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
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2418—Details of bolting
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2478—Profile filled with concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/50—Photovoltaic [PV] energy

Definitions

  • the present invention relates to a lightweight steel framing system, and more particularly, to a lightweight steel framing system with reinforced instrument (s) .
  • a lightweight steel framing system has been developed rapidly and widely implemented in industrial buildings.
  • the lightweight steel framing system has been a new field for the buildings constructed by the lightweight steel framing system.
  • the cost of the buildings of lightweight steel framing system is generally higher than that of traditional concrete structures, but the buildings of lightweight steel framing system has competitive advantages such as fast construction, energy saving and carbon emission reduction.
  • More and more construction institutions have realized the superiority of the buildings of lightweight steel framing system, which gradually become the preferred structural form of industrial buildings and been widely used in low-class civil buildings.
  • the building of lightweight steel framing system still has a lot of drawbacks to be improved in terms of architectural design, structural design, or manufacturing and installation technology.
  • the beam/post/column currently implemented in the building of lightweight steel framing system is generally connected by butt joints (such as fixed joints or hinged joints) . Since a large number of beams/posts/columns are used in the building of lightweight steel framing system, such kind of jointing method causes the complicated combination process and produces serious accumulative errors during assembly.
  • An objective of the present invention is to provide a lightweight steel framing system including a continuously/discontinuously double beams set with reinforced instrument (s) for overcoming the shortcomings of existing lightweight steel framing buildings, especially the shortcomings in the application of continuously/discontinuously double beams.
  • the purpose of the present invention is to strengthen the structural strength of the lightweight steel framing buildings, making the structure of the lightweight steel framing buildings safer, more adaptable, and more flexible and practical in use.
  • a lightweight steel framing system includes a continuously/discontinuously double beams set and a reinforced post assembly set.
  • the continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss.
  • the continuously/discontinuously double beams set includes a post and a plurality of single beams. The plurality of single beams are disposed on two sides of the post.
  • the reinforced post assembly set is disposed on a junction where the continuously/discontinuously double beams set is connected.
  • the reinforced post assembly set includes at least one reinforced post and a reinforced connecting member.
  • the at least one reinforced post is disposed on at least one position of an outer side of the continuously/discontinuously double beams set.
  • the reinforced connecting member is connected to the at least one reinforced post.
  • a lightweight steel framing system includes a continuously/discontinuously double beams set and a beam and beam crossing structure.
  • the continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss.
  • the continuously/discontinuously double beams set includes a post and a plurality of single beams.
  • the plurality of single beams are disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected, a web of at least one of the plurality of single beams which is disposed on the two sides of the post has an opening, an upper flange and a lower flange of each of the plurality of single beams which are disposed on the two sides of the post stay continuous.
  • the beam and beam crossing structure includes a plurality of another single beams disposed on two sides of the periphery of the post and perpendicular to the plurality of single beams. Each of the plurality of another single beams passes through the opening, such that each of the plurality of another single beams crosses one of the plurality of single beams.
  • a lightweight steel framing system includes a continuously/discontinuously double beams set and a beam and purlin crossing structure.
  • the continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss.
  • the continuously/discontinuously double beams set includes a post and a plurality of single beams.
  • the plurality of single beams are disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected, an upper flange and a lower flange of each of the plurality of single beams which are disposed on the two sides of the post stay continuous.
  • the beam and purlin crossing structure includes a purlin and a web connecting member.
  • One of the purlin and the single beam has an opening for the other one of the purlin and the single beam to pass therethrough, such that the purlin and the single beam cross each other.
  • the web connecting member is disposed on one of the single beam and the purlin for the other one of the single beam and the purlin to pass therethrough.
  • a lightweight steel framing system includes a continuously/discontinuously double beams set and a diagonally tightening structure.
  • the continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss.
  • the continuously/discontinuously double beams set includes a post, another post and a plurality of single beams.
  • the another post is arranged beside the post.
  • the plurality of single beams is disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected.
  • the diagonally tightening structure includes at least two bracings and at least one tightening strap.
  • One of the at least two bracings is arranged parallel to another one of the at least two bracings.
  • the one of the at least two bracings is connected to a side of the post and a side of the another post, and the another one of the at least two bracings is connected to another side of the post and another side of the another post.
  • the at least two bracings is for resisting lateral force.
  • the at least one tightening strap is connected to the one of the at least two bracings and the another one of the at least two bracings, so as to tighten the one of the at least two bracings and the another one of the at least two bracings.
  • a lightweight steel framing system includes a continuously/discontinuously double beams set and a dehumidification and evaporation member.
  • the continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss.
  • the continuously/discontinuously double beams set includes a post, another post and a plurality of single beams.
  • the another post is arranged beside the post.
  • the plurality of single beams is disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected.
  • the dehumidification and evaporation member is adapted to a grouting wall filled between the post and the another post. An end of the dehumidification and evaporation member is disposed inside the grouting wall, and another end of the dehumidification and evaporation member is exposed outside the grouting wall, wherein the dehumidification and evaporation member has function of absorbing and evaporating water.
  • the present invention based on the continuously/discontinuously double beams set, utilizes the reinforced post assembly set, the beam and beam crossing structure, the beam and purlin crossing structure, the diagonally tightening structure and the dehumidification and evaporation member for strengthening overall structural strength of the lightweight steel framing system, so as to enhance flexibility of the lightweight steel framing system in use.
  • FIG. 1 is a diagram of a lightweight steel framing system according to an embodiment of the present invention.
  • FIG. 2 is a diagram illustrating components according to an embodiment of the present invention.
  • FIG. 3A is a diagram of a continuously/discontinuously double beams set according to an embodiment of the present invention.
  • FIG. 3B is a diagram of the continuously/discontinuously double beams set in another view according to the embodiment of the present invention.
  • FIG. 3C is a diagram of the continuously/discontinuously double beams set in another view according to the embodiment of the present invention.
  • FIG. 4 is a diagram of a reinforced post assembly set according to an embodiment of the present invention.
  • FIG. 5 is a diagram of a beam and beam crossing structure according to an embodiment of the present invention.
  • FIG. 6A is a beam and purlin crossing structure according to an embodiment of the present invention.
  • FIG. 6B is a diagram of a beam and purlin crossing structure according to another embodiment of the present invention.
  • FIG. 7 is a diagram of a diagonally tightening structure according to an embodiment of the present invention.
  • FIG. 8 is a diagram of a grouting wall and a dehumidification and evaporation member according to an embodiment of the present invention.
  • FIG. 1 is a diagram of a lightweight steel framing system according to an embodiment of the present invention.
  • FIG. 2 is a diagram illustrating components according to an embodiment of the present invention.
  • the lightweight steel framing system includes a continuously/discontinuously double beams set, a reinforced post assembly set, a beam and beam crossing structure, a beam and purlin crossing structure, a diagonally tightening structure and a dehumidification and evaporation member.
  • the embodiments, structures, characteristics and functions thereof are illustrated hereinafter. As shown in FIG.
  • the components of the embodiment includes an angle steel 1, an L-shaped steel 2, a channel steel 3, a C-shaped steel 4, an opened square steel 5, a square steel 6, a Z-shaped steel 7, a flat steel 8, a rebar 9, a steel net 10 and a concrete/light concrete 11.
  • FIG. 3A is a diagram of a continuously/discontinuously double beams set 700 according to an embodiment of the present invention.
  • FIG. 3B is a diagram of the continuously/discontinuously double beams set 700 in another view according to the embodiment of the present invention.
  • FIG. 3C is a diagram of the continuously/discontinuously double beams set 700 in another view according to the embodiment of the present invention.
  • the continuously/discontinuously double beams set 700 of the present invention is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss and includes a post 106, a plurality of single beams 304 and a beam-post connecting member 501.
  • continuously/discontinuously double beams set 700 of the present invention may include the post 106 and the plurality of single beams 304 only, or alternatively, the continuously/discontinuously double beams set 700 of the present invention may include the post 106, the plurality of single beams 304 and the beam-post connecting member 501.
  • the continuously/discontinuously double beams set 700 includes the post 106, the plurality of single beams 304 and the beam-post connecting member 501 hereinafter.
  • the single beams 304 are connected to the post 106 and/or the beam-post connecting member 501.
  • two of the plurality of single beams 304 are disposed on two sides of the post 106, or alternatively, two of the plurality of single beams 304 are disposed on two parallel sides of a periphery of the beam-post connecting member 501, wherein another side of the beam-post connecting member 501 is for being connected to the post 106.
  • the plurality of single beams 304 may be connected to the post 106 or the beam-post connecting member 501 through a web thereof.
  • discontinuous mentioned above and below in this article, taking the single beam 304b shown in FIG. 3A for example, may also refer to the single beam 304 passes through the web of the single beam 304b, so that the web of the single beam 304b is a discontinuous wall.
  • the abovementioned plurality of single beams 304 may be connected to the post 106 or the beam-post connecting member 501 through the web thereof.
  • the term “connected” mentioned by the abovementioned plurality of single beams 304 being connected to the post 106 or the beam-post connecting member 501 through the web thereof may be referred to be connected in a bolted manner, but the present invention is not limited thereto.
  • the term “connected” herein may be referred to be connected in a screwed, welded or riveting manner. It depends on practical demands.
  • the single beam 304 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4, the Z-shaped steel 7 or the flat steel 8 shown in FIG. 2
  • the post 106 may be selected from the L-shaped steel 2, the C-shaped steel 4, the opened square steel 5 or the square steel 6 shown in FIG. 2.
  • FIG. 4 is a diagram of a reinforced post assembly set 100 according to an embodiment of the present invention.
  • the reinforced post assembly set 100 of the present invention is disposed on a junction where two of the single beams 304 of the continuously/discontinuously double beams 700, which are oriented in two directions perpendicular to each other, are connected, wherein the reinforced post assembly set 100 includes the post 106 and a reinforced post 107.
  • the reinforced post 107 is disposed at least one position of an outer side of two of the single beams 304 of the continuously/discontinuously double beams set 700 relative to the post 106.
  • the reinforced post 107 is disposed on a corner defined by two crossing single beams 304, and each of the four corners defined by the two crossing single beams 304 has one reinforced post 107 disposed thereon, but the present invention is not limited thereto.
  • the reinforced post 107 may be disposed on one of, two of, or three of the corners defined by the two crossing single beams 304.
  • structure that the reinforced post 107 is disposed on at least one of the corners defined by the two crossing single beams 304 are within the scope of the present invention.
  • a reinforced connecting member 403 is connected among the four reinforced posts 107.
  • the reinforced connecting member 403 includes a four-sided connection reinforced connecting member 403a, a single reinforced connecting member 403b or a net-like reinforced connecting member 403c.
  • the four-sided connection reinforced connecting members 403a are disposed on/surrounds a periphery of the four reinforced posts 107 and are connected to each other.
  • a space for cement grouting is defined by the four reinforced posts 107 cooperatively with the four-sided connection reinforced connecting member 403a, so that the concrete/light concrete 11 shown in FIG. 2 is able to be further cemented with the reinforced post assembly set 100.
  • the reinforced connecting member 403 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4, the opened square steel 5 and the square steel 6 shown in FIG. 2, wherein the opened square steel 5 may further have a bending edge.
  • the reinforced post 107 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4, the opened square steel 5 and the square steel 6, wherein the opened square steel 5 may further has a bending edge. It should be noticed that the term “connected” mentioned by the reinforced connecting member 403 being connected by the four reinforced posts 107 may be referred to be connected in a bolted, screw, welded or riveting manner.
  • FIG. 5 is a diagram of a beam and beam crossing structure 200 according to an embodiment of the present invention.
  • the beam and beam crossing structure 200 of the present invention includes the post 106 and the single beams 304.
  • the single beams 304 includes a single beam 304a and a single beam 304b, wherein the single beams 304a are disposed on two opposite sides, which are substantially parallel to each other, of the post 106, the single beams 304b are disposed on two opposite sides, which are substantially parallel to each other, of the post 106, and the single beam 304a and the single beam 304b cross each other on a side of the post 106.
  • a web of the single beam 304b has an opening for the single beam 304a to pass therethrough, wherein an upper flange and a lower flange of the single beam 304b stays continuous.
  • the single beams 304 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4 and the Z-shaped steel 7.
  • the single beam 304b may be preferably the C-shaped steel 4, wherein a web of the C-shaped steel 4 (i.e., the single beam 304b) has an opening for the single beam 304a, which is located on a vertical side, to pass therethrough. Accordingly, an upper flange and a lower flange of the single beam 304b (i.e., the C-shaped steel 4) stays continuous.
  • a web connecting member 502 is disposed on the web of the single beam 304b (i.e., the C-shaped steel 4) in a position near the opening for being connected to the single beam 304a which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b.
  • the web connecting member 502 may be preferably the L-shaped steel 2, and the web connecting member 502 and the single beam 304b (i.e., the C-shaped steel 4) can be integrally formed.
  • the web connecting member 502 can be deemed as a part of the single beam 304b (i.e., the C-shaped steel 4) through cutting the web of the single beam 304b (i.e., the C-shaped steel 4) to form three edges and then bending the three edges by 90 degrees, so as to be connected to the single beam 304a which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b.
  • the term “connected” mentioned by being connected to the single beam 304a which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b may be referred to be connected in a screwed, bolded or riveting manner.
  • FIG. 6A is a beam and purlin crossing structure 300 according to an embodiment of the present invention.
  • the beam and purlin crossing structure 300 of the present invention includes the single beam 304a and a purlin 204.
  • the single beam 304a and the purlin 204 cross each other.
  • a web of the purlin 204 has an opening for the single beam 304a to pass therethrough, wherein an upper flange and a lower flange of the purlin 204 stay continuous.
  • FIG. 6B is a diagram of a beam and purlin crossing structure 300'a ccording to another embodiment of the present invention.
  • a web of the single beam 304a has an opening for the purlin 204 to pass therethrough, wherein an upper flange and a lower flange of the single beam 304a stay continuous.
  • the single beam 304a and the purlin 204 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4 and the Z-shaped steel 7.
  • the single beam 304a and the purlin 204 may be preferably the C-shaped steel 4.
  • An opening is formed on one of the single beam 304a and the purlin 204 for the other one of the single beam 304a and the purlin 204 to pass through the one of the single beam 304a and the purlin 204.
  • a web connecting member 502 is disposed on one of the single beam 304 and the purlin 204 for the other one of the single beam 304a and the purlin 204 to pass therethrough.
  • the web connecting member 502 can be preferably the L-shaped steel 2 shown in FIG. 2, or alternatively, the web connecting member 502 can be deemed as a part of one of the single beam 304a and the purlin 204 through cutting the web of the single beam 304a to form three edges and then bending the three edges by 90 degrees, so as to be connected to the other one of the single beam 304a and the purlin 204 which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b.
  • connection mentioned by connected to the other one of the single beam 304a and the purlin 204 which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b may be referred to be connected in a screwed, bolted or riveting manner.
  • FIG. 7 is a diagram of a diagonally tightening structure 400 according to an embodiment of the present invention.
  • the diagonally tightening structure 400 includes two bracings 601 parallel to each other.
  • the two bracings 601 are preferably parallel to each other, but the present invention is not limited thereto.
  • One of the two bracings 601 is connected to a side of the post 106 and a side of the another post 106, the another one of the two bracings 601 is connected to another side of the post 106 and another side of the another post 106.
  • the embodiment includes one diagonally tightening structure 400, but the present invention is not limited thereto.
  • two diagonally tightening structures 400 can be included.
  • structure that includes at least one diagonally tightening structure 400 is within the scope of the present invention.
  • the two bracings 601 can be a steel plate.
  • the diagonally tightening structure 400 can further include a tightening strap 505 and a fastening member 506.
  • Each of the tightening strap 505 and the fastening member 506 is able to bundle the two bracings 601 and is able to adjust tightness of the two bracings 601.
  • the tightening strap 505 or the fastening member 506 reduces a distance between the two bracings 601 at a position where the tightening strap 505 or the fastening member 506 is located, so as to increase tension of the two bracings 601 applied for the post 106 and the another post 106 for enhancing overall structural strength.
  • the tightening strap 505 may be selected from a metal strap, a plastic strap or an iron wire
  • the fastening member 506 may include two cushions fastened by bolts and attached to a metal strap.
  • FIG. 8 is a diagram of a grouting wall 704 and a dehumidification and evaporation member 701 according to an embodiment of the present invention.
  • An end of the dehumidification and evaporation member 701 is disposed inside the grouting wall 704, and another end of the dehumidification and evaporation member 701 is exposed outside the grouting wall 704.
  • the grouting wall 704 includes a stud 703 and both-sided sealing plates 702.
  • the both-sided sealing plates 702 have grouting wall 704 grouting therebetween, wherein material of the grouting wall 704 is the concrete/light concrete 11, which may have cement.
  • the dehumidification and evaporation member 701 Since the dehumidification and evaporation member 701 has function of absorbing and evaporating water, the dehumidification and evaporation member 701 is utilized for draining water of the grouting wall 704 through disposing the dehumidification and evaporation member 701 with the grouting wall 704, especially when the both-sided sealing plates 702 are made of water-proof material which will hinder the hydration reaction of cement, i.e., the dehumidification and evaporation member 701 with function of draining water of the grouting wall 704 facilitates the hydration reaction of the grouting wall 704 especially when the both-sided sealing plates 702 are made of water-proof material.
  • the dehumidification and evaporation member 701 is made of single material or mixed materials, wherein the single material may be preferably selected from natural fiber, chemical fiber, natural sponge, chemical sponge, collodion cotton and etc., and the mixed materials may be preferably selected from woven made in a non-woven or braid manner.
  • the present invention based on the continuously/discontinuously double beams set, utilizes the reinforced post assembly set, the beam and beam crossing structure, the beam and purlin crossing structure, the diagonally tightening structure and the dehumidification and evaporation member for strengthening overall structural strength of the lightweight steel framing system, so as to enhance flexibility of the lightweight steel framing system in use.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A lightweight steel framing system includes a continuously/discontinuously double beams set with reinforced instrument(s). The reinforced instrument(s) include(s) at least one of the following five reinforced instrument(s): a reinforced post assembly set, a beam and beam crossing structure, a beam and purlin crossing structure, a diagonally tightening structure, and a dehumidification and evaporation member. The continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower chord beam of truss. The continuously/discontinuously double beams set includes a post or a plurality of single beams. The plurality of single beams are disposed on two sides of the post.

Description

LIGHTWEIGHT STEEL FRAMING SYSTEM FORMED BY DOUBLE BEAMS WITH REINFORCED INSTRUMENT (S)
CROSS REFERENCE TO RELATED APPLICATION
The present invention claims priority to Chinese Patent Application, Serial No. 202010508417.4, filed on June 06, 2020. The Chinese Patent Application is hereby incorporated by reference in its entirety.
FIELD OF THE INVENTION
The present invention relates to a lightweight steel framing system, and more particularly, to a lightweight steel framing system with reinforced instrument (s) .
DESCRIPTION OF THE PRIOR ART
A lightweight steel framing system has been developed rapidly and widely implemented in industrial buildings. The lightweight steel framing system has been a new field for the buildings constructed by the lightweight steel framing system. At present, the cost of the buildings of lightweight steel framing system is generally higher than that of traditional concrete structures, but the buildings of lightweight steel framing system has competitive advantages such as fast construction, energy saving and carbon emission reduction. More and more construction institutions have realized the superiority of the buildings of lightweight steel framing system, which gradually become the preferred structural form of industrial buildings and been widely used in low-class civil buildings.
The building of lightweight steel framing system still has a lot of drawbacks to be improved in terms of architectural design, structural design, or manufacturing and installation technology. The beam/post/column currently implemented in the building of lightweight steel framing system is generally connected by butt joints (such as fixed joints or hinged joints) . Since a large number of beams/posts/columns are used in the building of lightweight steel framing system, such kind of jointing method causes the complicated combination process and produces serious accumulative errors during assembly.
SUMMARY OF THE INVENTION
An objective of the present invention is to provide a lightweight steel framing system including a continuously/discontinuously double beams set with reinforced instrument (s) for overcoming the shortcomings of existing lightweight steel framing buildings, especially the shortcomings in the application of continuously/discontinuously double beams. The purpose of the present invention is to strengthen the structural strength of the lightweight steel framing buildings, making the structure of the lightweight steel framing buildings safer, more adaptable, and more flexible and practical in use.
According to an embodiment of the present invention, a lightweight steel framing system includes a continuously/discontinuously double beams set and a reinforced post assembly set. The continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper  beam of truss or a lower beam of truss. The continuously/discontinuously double beams set includes a post and a plurality of single beams. The plurality of single beams are disposed on two sides of the post. The reinforced post assembly set is disposed on a junction where the continuously/discontinuously double beams set is connected. The reinforced post assembly set includes at least one reinforced post and a reinforced connecting member. The at least one reinforced post is disposed on at least one position of an outer side of the continuously/discontinuously double beams set. The reinforced connecting member is connected to the at least one reinforced post.
According to an embodiment of the present invention, a lightweight steel framing system includes a continuously/discontinuously double beams set and a beam and beam crossing structure. The continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss. The continuously/discontinuously double beams set includes a post and a plurality of single beams. The plurality of single beams are disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected, a web of at least one of the plurality of single beams which is disposed on the two sides of the post has an opening, an upper flange and a lower flange of each of the plurality of single beams which are disposed on the two sides of the post stay continuous. The beam and beam crossing structure includes a plurality of another single beams disposed on two sides of the periphery of the post and perpendicular to the plurality of single beams. Each of the plurality of another single beams passes through the opening, such that each of the plurality of another single beams crosses one of the plurality of single beams.
According to an embodiment of the present invention, a lightweight steel framing system includes a continuously/discontinuously double beams set and a beam and purlin crossing structure. The continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss. The continuously/discontinuously double beams set includes a post and a plurality of single beams. The plurality of single beams are disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected, an upper flange and a lower flange of each of the plurality of single beams which are disposed on the two sides of the post stay continuous. The beam and purlin crossing structure includes a purlin and a web connecting member. One of the purlin and the single beam has an opening for the other one of the purlin and the single beam to pass therethrough, such that the purlin and the single beam cross each other. The web connecting member is disposed on one of the single beam and the purlin for the other one of the single beam and the purlin to pass therethrough.
According to an embodiment of the present invention, a lightweight steel framing system includes a continuously/discontinuously double beams set and a diagonally tightening structure. The continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss. The continuously/discontinuously double beams set includes a post, another post and a plurality of single beams. The another post is arranged beside the post. The plurality of  single beams is disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected. The diagonally tightening structure includes at least two bracings and at least one tightening strap. One of the at least two bracings is arranged parallel to another one of the at least two bracings. The one of the at least two bracings is connected to a side of the post and a side of the another post, and the another one of the at least two bracings is connected to another side of the post and another side of the another post. The at least two bracings is for resisting lateral force. The at least one tightening strap is connected to the one of the at least two bracings and the another one of the at least two bracings, so as to tighten the one of the at least two bracings and the another one of the at least two bracings.
According to an embodiment of the present invention, a lightweight steel framing system includes a continuously/discontinuously double beams set and a dehumidification and evaporation member. The continuously/discontinuously double beams set is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss. The continuously/discontinuously double beams set includes a post, another post and a plurality of single beams. The another post is arranged beside the post. The plurality of single beams is disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected. The dehumidification and evaporation member is adapted to a grouting wall filled between the post and the another post. An end of the dehumidification and evaporation member is disposed inside the grouting wall, and another end of the dehumidification and evaporation member is exposed outside the grouting wall, wherein the dehumidification and evaporation member has function of absorbing and evaporating water.
In summary, the present invention, based on the continuously/discontinuously double beams set, utilizes the reinforced post assembly set, the beam and beam crossing structure, the beam and purlin crossing structure, the diagonally tightening structure and the dehumidification and evaporation member for strengthening overall structural strength of the lightweight steel framing system, so as to enhance flexibility of the lightweight steel framing system in use.
These and other objectives of the present invention will no doubt become obvious to those of ordinary skill in the art after reading the following detailed description of the preferred embodiment that is illustrated in the various figures and drawings.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 is a diagram of a lightweight steel framing system according to an embodiment of the present invention.
FIG. 2 is a diagram illustrating components according to an embodiment of the present invention.
FIG. 3A is a diagram of a continuously/discontinuously double beams set according to an embodiment of the present invention.
FIG. 3B is a diagram of the continuously/discontinuously double beams set in another view  according to the embodiment of the present invention.
FIG. 3C is a diagram of the continuously/discontinuously double beams set in another view according to the embodiment of the present invention.
FIG. 4 is a diagram of a reinforced post assembly set according to an embodiment of the present invention.
FIG. 5 is a diagram of a beam and beam crossing structure according to an embodiment of the present invention.
FIG. 6A is a beam and purlin crossing structure according to an embodiment of the present invention.
FIG. 6B is a diagram of a beam and purlin crossing structure according to another embodiment of the present invention.
FIG. 7 is a diagram of a diagonally tightening structure according to an embodiment of the present invention.
FIG. 8 is a diagram of a grouting wall and a dehumidification and evaporation member according to an embodiment of the present invention.
DETAILED DESCRIPTION
In the following detailed description of the embodiments, reference is made to the accompanying drawings which form a part hereof, and in which is shown by way of illustration specific embodiments in which the invention may be practiced. In this regard, directional terminology, such as "top, " "bottom, " etc., is used with reference to the orientation of the Figure (s) being described. The components of the present invention can be positioned in a number of different orientations. As such, the directional terminology is used for purposes of illustration and is in no way limiting. On the other hand, the drawings are only schematic and the sizes of components may be exaggerated for clarity. It is to be understood that other embodiments may be utilized and structural changes may be made without departing from the scope of the present invention. Also, it is to be understood that the phraseology and terminology used herein is for the purpose of description and should not be regarded as limiting. The use of “including, ” “comprising, ” or “having” and variations thereof herein is meant to encompass the items listed thereafter and equivalents thereof as well as additional items. Unless limited otherwise, the terms “connected, ” and “installed” and variations thereof herein are used broadly and encompass direct and indirect connections and installations. Accordingly, the drawings and descriptions will be regarded as illustrative in nature and not as restrictive.
Please refer to FIG. 1 and FIG. 2. FIG. 1 is a diagram of a lightweight steel framing system according to an embodiment of the present invention. FIG. 2 is a diagram illustrating components according to an embodiment of the present invention. The lightweight steel framing system includes a continuously/discontinuously double beams set, a reinforced post assembly set, a beam and beam crossing structure, a beam and purlin crossing structure, a diagonally tightening structure and a dehumidification and evaporation member. The embodiments, structures, characteristics and functions thereof are illustrated hereinafter. As shown in FIG. 2, the components of the embodiment includes an angle steel 1, an L-shaped  steel 2, a channel steel 3, a C-shaped steel 4, an opened square steel 5, a square steel 6, a Z-shaped steel 7, a flat steel 8, a rebar 9, a steel net 10 and a concrete/light concrete 11.
Please refer FIG. 1 to FIG. 3C. FIG. 3A is a diagram of a continuously/discontinuously double beams set 700 according to an embodiment of the present invention. FIG. 3B is a diagram of the continuously/discontinuously double beams set 700 in another view according to the embodiment of the present invention. FIG. 3C is a diagram of the continuously/discontinuously double beams set 700 in another view according to the embodiment of the present invention. The continuously/discontinuously double beams set 700 of the present invention is adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss and includes a post 106, a plurality of single beams 304 and a beam-post connecting member 501. It should be noticed that the continuously/discontinuously double beams set 700 of the present invention may include the post 106 and the plurality of single beams 304 only, or alternatively, the continuously/discontinuously double beams set 700 of the present invention may include the post 106, the plurality of single beams 304 and the beam-post connecting member 501.
It is exemplary that the continuously/discontinuously double beams set 700 includes the post 106, the plurality of single beams 304 and the beam-post connecting member 501 hereinafter. The single beams 304 are connected to the post 106 and/or the beam-post connecting member 501. For example, two of the plurality of single beams 304 are disposed on two sides of the post 106, or alternatively, two of the plurality of single beams 304 are disposed on two parallel sides of a periphery of the beam-post connecting member 501, wherein another side of the beam-post connecting member 501 is for being connected to the post 106. In practical application, the plurality of single beams 304 may be connected to the post 106 or the beam-post connecting member 501 through a web thereof.
It should be noticed that the term “continuous” mentioned above and below in this article, taking the single beam 304a shown in FIG. 3A for example, refers to the single beam 304a being connected to the post 106 in a position which is far from an end portion of the single beam 304a, so that (the web of) the single beam 304a stays a continuous wall. The term “discontinuous” mentioned above and below in this article, taking the single beam 304b shown in FIG. 3A for example, refers to the single beam 304a being connected to the post 106 through the end portion of the single beam 304b, so that the single beam 304b and another single beam 304b are two separate structures. On the other hand, the term “discontinuous” mentioned above and below in this article, taking the single beam 304b shown in FIG. 3A for example, may also refer to the single beam 304 passes through the web of the single beam 304b, so that the web of the single beam 304b is a discontinuous wall.
In the embodiment, the abovementioned plurality of single beams 304 may be connected to the post 106 or the beam-post connecting member 501 through the web thereof. The term “connected” mentioned by the abovementioned plurality of single beams 304 being connected to the post 106 or the beam-post connecting member 501 through the web thereof may be referred to be connected in a bolted manner, but the  present invention is not limited thereto. For example, the term “connected” herein may be referred to be connected in a screwed, welded or riveting manner. It depends on practical demands. In the embodiment, the single beam 304 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4, the Z-shaped steel 7 or the flat steel 8 shown in FIG. 2, and the post 106 may be selected from the L-shaped steel 2, the C-shaped steel 4, the opened square steel 5 or the square steel 6 shown in FIG. 2.
Please refer to FIG. 1, FIG. 2 and FIG. 4. FIG. 4 is a diagram of a reinforced post assembly set 100 according to an embodiment of the present invention. The reinforced post assembly set 100 of the present invention is disposed on a junction where two of the single beams 304 of the continuously/discontinuously double beams 700, which are oriented in two directions perpendicular to each other, are connected, wherein the reinforced post assembly set 100 includes the post 106 and a reinforced post 107. The reinforced post 107 is disposed at least one position of an outer side of two of the single beams 304 of the continuously/discontinuously double beams set 700 relative to the post 106. In the embodiment, the reinforced post 107 is disposed on a corner defined by two crossing single beams 304, and each of the four corners defined by the two crossing single beams 304 has one reinforced post 107 disposed thereon, but the present invention is not limited thereto. For example, the reinforced post 107 may be disposed on one of, two of, or three of the corners defined by the two crossing single beams 304. In other words, structure that the reinforced post 107 is disposed on at least one of the corners defined by the two crossing single beams 304 are within the scope of the present invention.
Furthermore, a reinforced connecting member 403 is connected among the four reinforced posts 107. In the embodiment, the reinforced connecting member 403 includes a four-sided connection reinforced connecting member 403a, a single reinforced connecting member 403b or a net-like reinforced connecting member 403c. The four-sided connection reinforced connecting members 403a are disposed on/surrounds a periphery of the four reinforced posts 107 and are connected to each other. As a result, a space for cement grouting is defined by the four reinforced posts 107 cooperatively with the four-sided connection reinforced connecting member 403a, so that the concrete/light concrete 11 shown in FIG. 2 is able to be further cemented with the reinforced post assembly set 100.
In the embodiment, the reinforced connecting member 403 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4, the opened square steel 5 and the square steel 6 shown in FIG. 2, wherein the opened square steel 5 may further have a bending edge. The reinforced post 107 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4, the opened square steel 5 and the square steel 6, wherein the opened square steel 5 may further has a bending edge. It should be noticed that the term “connected” mentioned by the reinforced connecting member 403 being connected by the four reinforced posts 107 may be referred to be connected in a bolted, screw, welded or riveting manner.
Please refer to FIG. 2 and FIG. 5. FIG. 5 is a diagram of a beam and beam crossing structure 200  according to an embodiment of the present invention. The beam and beam crossing structure 200 of the present invention includes the post 106 and the single beams 304. The single beams 304 includes a single beam 304a and a single beam 304b, wherein the single beams 304a are disposed on two opposite sides, which are substantially parallel to each other, of the post 106, the single beams 304b are disposed on two opposite sides, which are substantially parallel to each other, of the post 106, and the single beam 304a and the single beam 304b cross each other on a side of the post 106. In the embodiment, a web of the single beam 304b has an opening for the single beam 304a to pass therethrough, wherein an upper flange and a lower flange of the single beam 304b stays continuous.
In the embodiment, the single beams 304 (304a, 304b) may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4 and the Z-shaped steel 7. The single beam 304b may be preferably the C-shaped steel 4, wherein a web of the C-shaped steel 4 (i.e., the single beam 304b) has an opening for the single beam 304a, which is located on a vertical side, to pass therethrough. Accordingly, an upper flange and a lower flange of the single beam 304b (i.e., the C-shaped steel 4) stays continuous. Furthermore, a web connecting member 502 is disposed on the web of the single beam 304b (i.e., the C-shaped steel 4) in a position near the opening for being connected to the single beam 304a which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b. The web connecting member 502 may be preferably the L-shaped steel 2, and the web connecting member 502 and the single beam 304b (i.e., the C-shaped steel 4) can be integrally formed. In other words, the web connecting member 502 can be deemed as a part of the single beam 304b (i.e., the C-shaped steel 4) through cutting the web of the single beam 304b (i.e., the C-shaped steel 4) to form three edges and then bending the three edges by 90 degrees, so as to be connected to the single beam 304a which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b. It should be noticed that the term “connected” mentioned by being connected to the single beam 304a which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b may be referred to be connected in a screwed, bolded or riveting manner.
Please refer to FIG. 3A-3C and FIG. 6A. FIG. 6A is a beam and purlin crossing structure 300 according to an embodiment of the present invention. The beam and purlin crossing structure 300 of the present invention includes the single beam 304a and a purlin 204. The single beam 304a and the purlin 204 cross each other. In the embodiment, a web of the purlin 204 has an opening for the single beam 304a to pass therethrough, wherein an upper flange and a lower flange of the purlin 204 stay continuous. Please refer to FIG. 6B. FIG. 6B is a diagram of a beam and purlin crossing structure 300'a ccording to another embodiment of the present invention. In another embodiment, a web of the single beam 304a has an opening for the purlin 204 to pass therethrough, wherein an upper flange and a lower flange of the single beam 304a stay continuous.
In the embodiment, the single beam 304a and the purlin 204 may be selected from the angle steel 1, the L-shaped steel 2, the channel steel 3, the C-shaped steel 4 and the Z-shaped steel 7. The single beam 304a and the purlin 204 may be preferably the C-shaped steel 4. An opening is formed on one of the single  beam 304a and the purlin 204 for the other one of the single beam 304a and the purlin 204 to pass through the one of the single beam 304a and the purlin 204. A web connecting member 502 is disposed on one of the single beam 304 and the purlin 204 for the other one of the single beam 304a and the purlin 204 to pass therethrough. The web connecting member 502 can be preferably the L-shaped steel 2 shown in FIG. 2, or alternatively, the web connecting member 502 can be deemed as a part of one of the single beam 304a and the purlin 204 through cutting the web of the single beam 304a to form three edges and then bending the three edges by 90 degrees, so as to be connected to the other one of the single beam 304a and the purlin 204 which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b. It should be noticed that the term “connected” mentioned by connected to the other one of the single beam 304a and the purlin 204 which crosses the single beam 304b and is oriented in another direction perpendicular to the single beam 304b may be referred to be connected in a screwed, bolted or riveting manner.
Please refer to FIG. 1 and FIG. 7. FIG. 7 is a diagram of a diagonally tightening structure 400 according to an embodiment of the present invention. The diagonally tightening structure 400 includes two bracings 601 parallel to each other. In the embodiment, the two bracings 601 are preferably parallel to each other, but the present invention is not limited thereto. One of the two bracings 601 is connected to a side of the post 106 and a side of the another post 106, the another one of the two bracings 601 is connected to another side of the post 106 and another side of the another post 106. The embodiment includes one diagonally tightening structure 400, but the present invention is not limited thereto. For example, in another embodiment, two diagonally tightening structures 400 can be included. In other words, structure that includes at least one diagonally tightening structure 400 is within the scope of the present invention. In the embodiment, the two bracings 601 can be a steel plate.
Furthermore, the diagonally tightening structure 400 can further include a tightening strap 505 and a fastening member 506. Each of the tightening strap 505 and the fastening member 506 is able to bundle the two bracings 601 and is able to adjust tightness of the two bracings 601. When the two bracings 601 is desired to be tightened, the tightening strap 505 or the fastening member 506 reduces a distance between the two bracings 601 at a position where the tightening strap 505 or the fastening member 506 is located, so as to increase tension of the two bracings 601 applied for the post 106 and the another post 106 for enhancing overall structural strength. In the embodiment, the tightening strap 505 may be selected from a metal strap, a plastic strap or an iron wire, and the fastening member 506 may include two cushions fastened by bolts and attached to a metal strap.
Please refer to FIG. 1 and FIG. 8. FIG. 8 is a diagram of a grouting wall 704 and a dehumidification and evaporation member 701 according to an embodiment of the present invention. An end of the dehumidification and evaporation member 701 is disposed inside the grouting wall 704, and another end of the dehumidification and evaporation member 701 is exposed outside the grouting wall 704. Furthermore, the grouting wall 704 includes a stud 703 and both-sided sealing plates 702. The both-sided sealing plates 702 have grouting wall 704 grouting therebetween, wherein material of the grouting wall 704 is the concrete/light  concrete 11, which may have cement. Since the dehumidification and evaporation member 701 has function of absorbing and evaporating water, the dehumidification and evaporation member 701 is utilized for draining water of the grouting wall 704 through disposing the dehumidification and evaporation member 701 with the grouting wall 704, especially when the both-sided sealing plates 702 are made of water-proof material which will hinder the hydration reaction of cement, i.e., the dehumidification and evaporation member 701 with function of draining water of the grouting wall 704 facilitates the hydration reaction of the grouting wall 704 especially when the both-sided sealing plates 702 are made of water-proof material. In the embodiment, the dehumidification and evaporation member 701 is made of single material or mixed materials, wherein the single material may be preferably selected from natural fiber, chemical fiber, natural sponge, chemical sponge, collodion cotton and etc., and the mixed materials may be preferably selected from woven made in a non-woven or braid manner.
Compared to the prior art, the present invention, based on the continuously/discontinuously double beams set, utilizes the reinforced post assembly set, the beam and beam crossing structure, the beam and purlin crossing structure, the diagonally tightening structure and the dehumidification and evaporation member for strengthening overall structural strength of the lightweight steel framing system, so as to enhance flexibility of the lightweight steel framing system in use.
Those skilled in the art will readily observe that numerous modifications and alterations of the device and method may be made while retaining the teachings of the invention. Accordingly, the above disclosure should be construed as limited only by the metes and bounds of the appended claims.

Claims (9)

  1. A lightweight steel framing system, comprising:
    a continuously/discontinuously double beams set adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss, the continuously/discontinuously double beams set comprising:
    a post; and
    a plurality of single beams disposed on two sides of the post; and
    a reinforced post assembly set disposed on a junction where the continuously/discontinuously double beams set is connected, the reinforced post assembly set comprising:
    at least one reinforced post disposed on at least one position of an outer side of the continuously/discontinuously double beams set; and
    a reinforced connecting member connected to the at least one reinforced post.
  2. The lightweight steel framing system of claim 1, wherein the continuously/discontinuously double beams set further comprises:
    a beam-post connecting member connected to the post, two of the plurality of single beams being disposed on two parallel sides of a periphery of the beam-post connecting member.
  3. A lightweight steel framing system, comprising:
    a continuously/discontinuously double beams set adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss, the continuously/discontinuously double beams set comprising:
    a post; and
    a plurality of single beams disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected, a web of at least one of the plurality of single beams which is disposed on the two sides of the post has an opening, an upper flange and a lower flange of each of the plurality of single beams which are disposed on the two sides of the post stay continuous; and
    a beam and beam crossing structure, comprising:
    a plurality of another single beams disposed on two sides of the periphery of the post and perpendicular to the plurality of single beams, each of the plurality of another single beams passing through the opening, such that each of the plurality of another single beams crosses one of the plurality of single beams.
  4. The lightweight steel framing system of claim 3, wherein the beam and beam crossing structure further comprises:
    a web connecting member disposed on the web of the plurality of the single beams in a position near the opening, the web connecting member being connected to one of the plurality of another single beams.
  5. The lightweight steel framing system of claim 3, wherein the continuously/discontinuously double beams set further comprises:
    a beam-post connecting member connected to the post, two of the plurality of single beams being disposed on two parallel sides of a periphery of the beam-post connecting member.
  6. A lightweight steel framing system, comprising:
    a continuously/discontinuously double beams set adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss, the continuously/discontinuously double beams set comprising:
    a post; and
    a plurality of single beams disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected, an upper flange and a lower flange of each of the plurality of single beams which are disposed on the two sides of the post stay continuous; and
    a beam and purlin crossing structure, comprising:
    a purlin wherein one of the purlin and the single beam has an opening for the other one of the purlin and the single beam to pass therethrough, such that the purlin and the single beam cross each other; and
    a web connecting member disposed on one of the single beam and the purlin for the other one of the single beam and the purlin to pass therethrough.
  7. The lightweight steel framing system of claim 6, wherein the continuously/discontinuously double beams set further comprises:
    a beam-post connecting member connected to the post, two of the plurality of single beams being disposed on two sides of the beam-post connecting member.
  8. A lightweight steel framing system, comprising:
    a continuously/discontinuously double beams set adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss, the continuously/discontinuously double beams set comprising:
    a post;
    another post arranged beside the post; and
    a plurality of single beams disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected; and
    a diagonally tightening structure, comprising:
    at least two bracings, one of the at least two bracings being arranged parallel to another one of the at least two bracings, the one of the at least two bracings being connected to a side of the post and a side of the another post, the another one of the at least two bracings being connected to another side of the post and another side of the another post, the at least two bracings being for resisting lateral force; and
    at least one tightening strap connected to the one of the at least two bracings and the another one of the at least two bracings, so as to tighten the one of the at least two bracings and the another one of the at least two bracings.
  9. A lightweight steel framing system, comprising:
    a continuously/discontinuously double beams set adapted to a horizontal beam, an slanted roof beam, an upper beam of truss or a lower beam of truss, the continuously/discontinuously double beams set comprising:
    a post;
    another post arranged beside the post; and
    a plurality of single beams disposed on two sides of the post, wherein the plurality of single beams stay continuous or discontinuous in junctions where the plurality of single beams and the post are connected; and
    a dehumidification and evaporation member adapted to a grouting wall filled between the post and the another post, an end of the dehumidification and evaporation member being disposed inside the grouting wall, and another end of the dehumidification and evaporation member being exposed outside the grouting wall, wherein the dehumidification and evaporation member has function of absorbing and evaporating water.
PCT/CN2021/098350 2020-06-06 2021-06-04 Lightweight steel framing system formed by double beams with reinforced instrument(s) WO2021244640A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202010508417 2020-06-06
CN202010508417.4 2020-06-06

Publications (1)

Publication Number Publication Date
WO2021244640A1 true WO2021244640A1 (en) 2021-12-09

Family

ID=78787402

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2021/098350 WO2021244640A1 (en) 2020-06-06 2021-06-04 Lightweight steel framing system formed by double beams with reinforced instrument(s)

Country Status (3)

Country Link
CN (5) CN113756430B (en)
TW (1) TWI776537B (en)
WO (1) WO2021244640A1 (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204356907U (en) * 2014-08-11 2015-05-27 美国国绿投资集团 The syndeton of columns supported integrated building module
CN105297887A (en) * 2014-01-24 2016-02-03 谢英俊 Three-dimensional light steel framework composed of bidirectional continuous twin beams
CN105780989A (en) * 2016-01-21 2016-07-20 杨大刚 Double beam floor structure
KR20170015872A (en) * 2015-08-02 2017-02-10 이병희 Steel Beam connecting structure
CN107558608A (en) * 2017-09-11 2018-01-09 武汉理工大学 A kind of lattice steelframe connecting node and construction method
CN108532760A (en) * 2018-05-28 2018-09-14 福建工程学院 The double girder steel connection structures of half perforation coupled column-perforation and its construction method
CN110616801A (en) * 2018-06-20 2019-12-27 谢英俊 Three-dimensional light steel frame formed by continuous and discontinuous double-side beams

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0788686B2 (en) * 1989-03-28 1995-09-27 大成建設株式会社 Front cross beam method
TW411963U (en) * 1999-12-23 2000-11-11 Jang Jr Yuan Steel reinforced-concrete wall
TW421221U (en) * 2000-02-19 2001-02-01 Chen Jen Chang Wall structure of shaped steels in cross-arrangement
CN1644832B (en) * 2004-12-22 2010-05-05 殷曦沛 Light steel wall structural system for constructing low and multi-storey building
CN201031452Y (en) * 2007-01-12 2008-03-05 张靖宇 Connect component of adjustable wall surface backbone
CN202139721U (en) * 2011-07-01 2012-02-08 重庆中瑞鑫安实业有限公司 Light steel wall framework
CN102704593B (en) * 2012-05-25 2014-07-23 北京工业大学 Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method
CN103132650B (en) * 2013-03-25 2015-01-07 刘犹斌 C-shaped steel structure component and method for combining beam column by employing C-shaped steel structure component
CN204001194U (en) * 2014-08-17 2014-12-10 众城集成建筑工程（天津）有限公司 Light steel truss structure integrated building system
CN204940524U (en) * 2015-08-17 2016-01-06 中国建筑第八工程局有限公司 For the L shape accentric support lattice steel pipe column compound wall of steel house
CN105442756B (en) * 2015-12-17 2018-01-05 中冶建筑研究总院有限公司 A kind of combined special-shaped column, the structural system and its construction method for being equipped with the post
CN106121043B (en) * 2016-08-25 2019-04-26 中冶建筑研究总院有限公司 A kind of two-tube coupled column and construction method with energy-dissipating and shock-absorbing effect
CN210263387U (en) * 2019-05-16 2020-04-07 陈灏源 U-shaped light steel structure system
CN110158772A (en) * 2019-06-18 2019-08-23 西南科技大学 A kind of assembled wall-light steel frame mixing house connecting structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105297887A (en) * 2014-01-24 2016-02-03 谢英俊 Three-dimensional light steel framework composed of bidirectional continuous twin beams
CN204356907U (en) * 2014-08-11 2015-05-27 美国国绿投资集团 The syndeton of columns supported integrated building module
KR20170015872A (en) * 2015-08-02 2017-02-10 이병희 Steel Beam connecting structure
CN105780989A (en) * 2016-01-21 2016-07-20 杨大刚 Double beam floor structure
CN107558608A (en) * 2017-09-11 2018-01-09 武汉理工大学 A kind of lattice steelframe connecting node and construction method
CN108532760A (en) * 2018-05-28 2018-09-14 福建工程学院 The double girder steel connection structures of half perforation coupled column-perforation and its construction method
CN110616801A (en) * 2018-06-20 2019-12-27 谢英俊 Three-dimensional light steel frame formed by continuous and discontinuous double-side beams

Also Published As

Publication number Publication date
TW202146742A (en) 2021-12-16
CN115977241A (en) 2023-04-18
CN113756430B (en) 2023-03-24
TWI776537B (en) 2022-09-01
CN115977239A (en) 2023-04-18
CN113756430A (en) 2021-12-07
CN115977240A (en) 2023-04-18
CN115977238A (en) 2023-04-18

Similar Documents

Publication Publication Date Title
US4173857A (en) Double-layered wooden arch truss
US6490840B1 (en) Hurricane tie system for retrofit on existing structures
WO2021244640A1 (en) Lightweight steel framing system formed by double beams with reinforced instrument(s)
CN210216122U (en) Steel pipe stiffening web steel-concrete combined box girder
JP2002047807A (en) Temporary shed
JPH01315541A (en) Roof truss
JP2009133093A (en) Roof reinforcing method, roof reinforcing structure, roof reinforcing member, and installation fixing bracket
CN110778000A (en) Arch truss structure for sealing material warehouse
JP2013023986A (en) Building built by steel framework construction method
CN214220598U (en) Reinforced structure of clear water concrete truss type back ridge
CN216665107U (en) Historical architecture renewal structure reinforcerment system
JPH09228520A (en) Anti-seismic wall structure of undulate plate wall material
JPH1162306A (en) Damping frame
JP6974090B2 (en) Roof structure
JP3305698B2 (en) Purlin girder structure
JPH04237743A (en) Unit house
Degenkolb Design of Pitched and Curved Timber Diaphragms
JP2594382B2 (en) Unit house
JP2510354B2 (en) Roof of unit house
JPH06306940A (en) Steel framed multi-story building
JP2003013538A (en) Roof frame structure
JPH10169085A (en) Frame structure of roof
JP2013023984A (en) Floor structure of steel frame building
JPH021384Y2 (en)
JP2000054498A (en) Building and building unit

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 21817466

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 21817466

Country of ref document: EP

Kind code of ref document: A1