WO2015110081A1 - Three-dimensional lightweight steel framework formed by two-way continuous double beams - Google Patents

Three-dimensional lightweight steel framework formed by two-way continuous double beams Download PDF

Info

Publication number
WO2015110081A1
WO2015110081A1 PCT/CN2015/071574 CN2015071574W WO2015110081A1 WO 2015110081 A1 WO2015110081 A1 WO 2015110081A1 CN 2015071574 W CN2015071574 W CN 2015071574W WO 2015110081 A1 WO2015110081 A1 WO 2015110081A1
Authority
WO
WIPO (PCT)
Prior art keywords
steel
column
mesh
reinforcing
shaped
Prior art date
Application number
PCT/CN2015/071574
Other languages
French (fr)
Chinese (zh)
Inventor
谢英俊
Original Assignee
谢英俊
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 谢英俊 filed Critical 谢英俊
Priority to BR112016017131-4A priority Critical patent/BR112016017131B1/en
Priority to US15/037,584 priority patent/US20160298333A1/en
Priority to JP2016548224A priority patent/JP6368787B2/en
Priority to EP15740446.8A priority patent/EP3085844B1/en
Priority to RU2016133978A priority patent/RU2651723C2/en
Priority to ES15740446T priority patent/ES2877406T3/en
Publication of WO2015110081A1 publication Critical patent/WO2015110081A1/en
Priority to PH12016500906A priority patent/PH12016500906A1/en
Priority to US17/148,023 priority patent/US11713576B2/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
    • 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
    • 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
    • E04B1/28—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of other material
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • 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
    • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162—Connectors or means for connecting parts for reinforcements
    • 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
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
    • 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
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/847—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising an insulating foam panel
    • 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
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • 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
    • E04B2001/2448—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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element

Definitions

  • the invention relates to the field of light steel construction, in particular to a three-dimensional light steel frame composed of a bidirectional continuous double beam for light steel construction.
  • Light steel buildings using light steel roof trusses have entered a period of rapid development in China and have been widely used in industrial buildings.
  • Light steel houses have become a new field and a new growth point for light steel structure applications.
  • the cost of light steel construction is generally higher than that of traditional concrete structures, but it has competitive advantages such as fast construction, energy saving and emission reduction.
  • More and more construction units have recognized the superiority of light steel structures and have gradually become the preferred structural form for industrial buildings, and have also been widely used in low-rise civil buildings.
  • Light steel construction using light steel roof trusses has significant improvements in terms of architectural design, structural design, and fabrication and installation techniques.
  • Currently used light steel roof truss structural beams, structural columns, etc. are generally connected by means of docking (such as fixed or hinged). Since a large number of structural beams, structural columns, and the like are used in the light steel roof truss of the present structure, the jointing method causes a complicated joining process and at the same time, a serious error accumulation occurs.
  • the patent still has the following deficiencies: the patent does not refer to the slab, roof, reinforced lightweight composite slab, anti-lateral force pull rod and other components, and cannot form a complete three-dimensional light steel structure, the continuous double beam is not clear The relationship to the continuous double beam, the three-dimensional frame assembly is difficult, and the individual components and the overall frame structure are insufficient.
  • the continuous double beam in this patent cannot meet the requirements of different sections in response to different stress conditions, resulting in waste of material use.
  • the continuous double beam cannot be used with different single beam combinations due to different needs.
  • the roof frame and roof truss are not flexible. The connection between the two ends is continuous double-beam overlapping, and the continuous double-beam connecting member is too long to cause difficulty in assembling the frame.
  • the two-way continuous double-beam overlapping combination causes waste of space and causes uneven stress on the column and beam joints.
  • the embedded bolt fixing connector is only fixed at one point of the bottom of the integrated positioning steel frame member, can not maintain vertical, and is easily loosened during construction. At the same time, the embedded bolt must be assembled and locked after the foundation concrete reaches a certain strength. Steel frame.
  • Square steel parts commonly used in the field of light steel construction are generally square steel tubes or butt welded with two C-shaped steels.
  • the bolt holes of the closed square steel pipe connected with other components can only be processed by drilling or flame cutting, and cannot be punched by punching, which leads to high processing cost; the closed square steel pipe cannot be joined with other components by using the locking high-tension bolt. Thereby greatly reducing the bearing capacity of the joint.
  • galvanization is generally performed after the processing of the square steel pipe is completed, which results in high production cost. For example, C-beam butt welding with two galvanized steel sheets is formed by rolling, and this processing method will destroy the rust-proof layer of the galvanized steel sheet.
  • the inventor's application number entitled “Light Composite Floor” submitted by the inventor on February 4, 2013 solves the above problem, but the technical solution of the patent
  • the "light composite floor slab” described in the patent mainly reduces the thickness of the slab and reduces the weight of the slab, but reduces the thickness of the slab so that the slab is frustrated when subjected to lateral pressure, thereby reducing the slab at three Dimensions The ability of a complete architectural structure to deliver horizontal forces.
  • the wall keel and the wall are properly strengthened and combined to achieve the skin effect.
  • the patent number submitted by the inventor on April 14, 2009 is ZL 2009 2 0147815.7.
  • the invention patent of the wall with the skin effect structure, the patent number 201310664792.8 filed on December 10, 2013, and the name "wall with skin effect” can solve the above problems, but also exists The following weaknesses: In the above technical solution, the barrier material layer causes the reinforced mesh to be unable to be well joined with the keel, resulting in a one-sided skin effect depletion.
  • the inventor's patent No. ZL201110023291.2 filed on January 20, 2011 is entitled "Wall with a spliced steel mesh structure"
  • the patent can solve the above problems, but it also has the following weaknesses: the positioning support member is not stable enough to locate the steel mesh and the wall body, and at the same time, the whitewashing layer is likely to be longitudinally positioned to support the cracking of the support member.
  • the main object of the present invention is to overcome the defects of the existing light steel buildings, especially the existing three-dimensional framework of the light steel building in the structure and construction of the production equipment investment, wall and interior equipment and other supporting housing system is too complicated And the professional construction team needs to be able to implement, the cost is generally higher than the traditional brick-concrete structure, which leads to the difficulty in promoting the light industrialized wall building materials in many industrialized and underdeveloped areas, and proposes a new type.
  • the three-dimensional light steel frame composed of two-way continuous double beams is designed to strengthen the structural strength of the light steel frame, so that traditional wet wall structures such as masonry blocks, concrete, soil and other heavy building materials can be used together, steel component production and on-site construction. Process simplification, reducing capital investment while allowing non-building professionals to participate in construction.
  • Another object of the present invention is to form a three-dimensional light steel frame composed of a bidirectional continuous double beam.
  • the technical problem to be solved is to simplify the structure, meet the standards of safety and environmental protection of the building, and facilitate on-site construction, thereby saving material and cost.
  • continuous double beam means that the continuous double beam is composed of continuous single beams of the same or different structure, and the continuous single beams are respectively disposed on both sides of the outer edge of the column, The continuous single beam and the column are continuously uninterrupted at the intersection; and the connection between the truss and the truss is also cross-joined by a continuous single beam and the column, and the single beam and the column at the joint are not cut off or uninterrupted.
  • the beam or column is cut off at the intersection of the beam and the column.
  • embedded continuous single beam means that the upper and lower edges of the L-shaped steel, the C-shaped steel, and the Z-shaped steel are cut and embedded within the two sides of the column, and the embedded single beam is disposed at the web. Tight lock The connecting holes provided by the connecting holes and the columns are bolted to realize uninterrupted or uninterrupted beams.
  • Single beam overlap and continuous connection means that when a single beam is selected from L-shaped steel, flat steel, or single-piece truss beam, it overlaps at the end of single beam, and the upper chord of single beam and/or single truss beam And/or the lower chord web is provided with a locking connection hole and a locking connection hole provided on each side of the column to be bolted and locked; when the single beam is selected from a C-shaped steel and/or a Z-shaped steel, the overlapping is continued The overlapping wings of the end of the single beam are cut off, and the locking connection holes are arranged at the single beam webs and the locking connection holes provided on both sides of the column are tightly connected by bolts.
  • Single beam connector continuous connection means that a locking connection hole is provided in the connecting member and a locking connection hole is respectively arranged at the single beam web and a locking connection hole provided on each side of the column is bolted tightly.
  • the connecting piece is L-shaped steel, U-shaped steel or flat steel
  • the present invention relates to a three-dimensional lightweight steel frame composed of a bidirectional continuous double beam, comprising beams, beams and/or beams, columns, floors (preferably all or part of a reinforced lightweight composite floor), anti-lateral force braces and/or Or a tie rod, wherein the beam is a continuous double beam, and the continuous double beam is composed of a continuous single beam of the same or different structure; the continuous double beam and the column are respectively disposed on two sides of the outer edge of the column. Continuous single beam; the continuous single beam and the column remain continuous at the node without interruption.
  • the invention is further provided with a reinforcing structure.
  • the individual components and the three-dimensional integral structure of the three-dimensional light steel frame formed by the two-way continuous double beam are strengthened, and the component production and on-site installation are simplified; the components can be assembled in parallel to facilitate the component replacement and elastic transfer;
  • the continuous single beam further adopts a single beam continuous connection to solve the assembly problem when all are continuous beams;
  • the steel member is preferably galvanized steel coil cutting and/or cold bay rolling forming, and the member can be rolled once.
  • Compression molding which is conducive to automated production and the production and on-site installation of the components without welding, without any welds that damage the galvanized layer, can solve the rust problem;
  • the on-site assembly of the components is fixed by bolts, used by non-construction professionals
  • the simple tool can be installed;
  • the continuous double beam and the column are arranged with a continuous single beam on both sides of the outer edge of the column to eliminate the error accumulation during the installation process;
  • the individual members are provided with a reinforcing structure to eliminate the installation gap
  • the resulting instability which in turn reduces construction costs, makes it more practical.
  • the three-dimensional light steel frame formed by the bidirectional continuous double beam of the present invention is provided with a slab and/or roof (roof), a part of the slab or all of the reinforced lightweight composite slab, and an optional setting resistance Lateral force pull rods complete the three-dimensional frame structure
  • the bidirectional continuous double beam is a plane-crossing two-dimensional continuous double beam, wherein the meaning of two-way (ie, two-direction) refers to one direction or a dimension of continuous double beam and the other direction.
  • the continuous double beam of the dimension is at the node connected to the column, and the two continuous double beams are overlapped or interspersed to form a mechanism against bending moment, tensile force or pressure resistance.
  • the continuous double beam is composed of a continuous single beam of the same or different structure, which is advantageous for practical use.
  • the light steel structure is configured with a large number of the small columns, and the beam and column are difficult to connect.
  • the continuous double beam and the column proposed by the invention are respectively provided with a continuous single beam on both sides of the outer edge of the column, and the continuous single beam and the column are continuously continuous at the node; the error accumulation of the beam continuous connection can be reduced, and the connection node of the beam and beam can be simplified Process.
  • the column includes a structural main column, a small column, a reinforcing column vertically arranged in the block and/or the infill wall, and a column disposed in the truss beam; wherein the structural main column Sandwiched in the middle of the bidirectional continuous double beam, the vertical column of the reinforcing column in the small column, the block and/or the infill wall is sandwiched between the continuous double beams; preferably, the column has the same width in one direction, the column and the wall Strengthening structural bonding to form a strong anti-lateral force framework.
  • the beam comprises a horizontal beam or a diagonal beam, a truss beam upper and/or a lower chord, and/or a ground beam; the ground beam makes the positioning of the column easier, the framework and The basic joining process is simplified.
  • the beam is preferably a double beam formed by combining the same single beam, the single beam adopting a single piece truss beam, the single piece truss beam including upper string, lower string, shear resistance bracing
  • the upper and lower strings are made of L-shaped steel, and the shear-resistant diagonal bracing is composed of L-shaped steel/plate-shaped steel/round steel.
  • the ground beam in this embodiment can further replace the ring beam to reduce the cost of construction.
  • the continuous double beam is composed of a continuous single beam of the same or different structure; the continuous single beam is selected from the group consisting of an L-shaped steel, a C-shaped steel, a Z-shaped steel, a flat steel, and a single-piece truss.
  • the crucible and/or the purlins are one or more of a C-shaped steel, a Z-shaped steel, and/or a monolithic truss beam;
  • the monolithic truss beam includes a winding and a lower string a shear-resistant bracing, wherein the upper and/or lower strings are L-shaped steel;
  • the column is formed by one or more of a C-shaped steel, an open square steel, a bent square steel, and a square steel, the open square
  • the section steel is further filled with concrete/or cement mortar between the open square sections.
  • the continuous single beam adopts a single-piece truss beam
  • the single-piece truss beam includes a top chord, a lower chord, a column, and a struts
  • the upper chord and/or the lower chord adopt an L-shaped steel
  • the column and/or the bracing is composed of an L-shaped steel, a flat steel and/or a circular steel
  • the single-piece truss beam can increase the section modulus and/or of the continuous single beam, thereby enhancing the structural force and saving
  • the amount of material used, the single-piece truss beam can interspersed between the double beams of different dimensions, saving space and evenly stressing the column beam joints.
  • the open square steel further injects concrete and/or cement mortar between the open square sections.
  • This embodiment does not require the provision of reinforcing members, while facilitating transportation and saving transportation space.
  • the bent square steel is rolled into a square shape by cold bending of the steel plate, and the two ends of the steel plate are crimped at a 90-degree angle at a square corner joint, and each of the two ends is rolled.
  • the staples are pulled at an appropriate distance.
  • Each of the faces can be provided with a bolt locking connection hole for convenient connection with the double beam, and the 90 degree curling at the square corner fastening can strengthen the stability of the end of the steel sheet, and the two ends are crimped
  • Each of the nipples is spaced apart by a suitable distance to maintain the knuckle joints from opening.
  • the continuous single beam is provided with a locking connection hole at the beam web and a locking connection hole provided on each side of the column to be tightly connected by a bolt. This simplifies the tight connection of the beam and column, simplifies the machining process and simplifies field assembly techniques.
  • the L-shaped steel, the C-shaped steel, the Z-shaped steel, and the open square steel are further provided with a bead.
  • This increases the stability of the end of the steel sheet.
  • the width of the upper and lower edge flaps of the C-shaped steel and the Z-shaped steel is different, and therefore, the lower edge is embedded in the width of the fitable column as a template, and there is no seam during grouting, and the upper edge is as needed Widening, which increases the tensile strength and thus is more practical.
  • the L-shaped steel, the C-shaped steel, the Z-shaped steel, the open square, the bent square steel, and the flat steel in the above embodiment are preferably cut and/or galvanized steel coils.
  • Cold Bay is rolled and formed.
  • the galvanized steel coil is cut according to the design size and/or cold-rolled, and the processing procedure is simple, and there is no scrap, saving labor cost and material cost, which is beneficial to automatic production.
  • the galvanized layer is not damaged, and no secondary galvanizing process is required, which saves money.
  • the continuous single beam is continuous with a single beam. This facilitates the assembly of the three-dimensional framework as well as the assembly of the continuous single beam overlength members. At the same time, it can meet the requirements of different sections for continuous single beams under different stress conditions and different functional requirements.
  • the continuous single beam is overlapped by a single beam.
  • the continuous single beam is selected from the group consisting of an L-shaped steel, a flat steel and/or a single-piece truss beam
  • the single beam overlap continues to mean the overlapping end of the single beam, the winding of the single beam and/or the single truss beam a locking connection hole is provided at the lower stringing web and a locking connection hole provided on each side of the column is tightly connected by a bolt;
  • the single beam is selected from a C-shaped steel and/or a Z-shaped steel, wherein
  • the overlapping splicing is to cut off the overlapping flaps of the overlapping ends of the single beams, and the locking connecting holes are arranged at the single beam webs to be tightly connected with the locking connecting holes provided on both sides of the column.
  • the continuous single beam is continuous with a connector.
  • the connecting member is connected to the connecting member, and the locking connecting hole is respectively arranged with the locking connecting hole provided at the single beam web and/or the locking connecting hole provided on both sides of the column to be locked by bolts.
  • the connecting member is preferably a U-shaped steel or a flat steel. This method maintains the structural characteristics of the continuous double beam.
  • the reinforced lightweight composite floor slab used in part or in whole comprises a lightweight composite slab, a stringer, an anti-lateral force tie rod (preferably a horizontal anti-lateral force pull rod), and/or a stencil cement mortar.
  • the ceiling is integrated with connectors.
  • the light composite floor is placed above the purlin, the horizontal anti-lateral force rod and/or the stencil cement mortar ceiling is placed under the purlin; the light composite floor is well connected to the purlin to make the lightweight composite floor resist frustration Strengthened, the top of the raft is also obtained Good lateral restraint to increase its resistance to frustration, under which the anti-lateral force tie rod and/or stencil cement mortar ceiling is placed and connected to the stringer so that the side of the stringer gets a good side Restricted to increase its resistance to frustration.
  • the anti-frustration ability of the stencil cement mortar ceiling is enhanced, thereby enabling the ability of the three-dimensional complete frame to transmit horizontal forces.
  • the preferred thickness of the lightweight composite floor is about 50 mm above the height of the wave top of the profiled steel sheet.
  • the thickness of the concrete and/or cement mortar must be more than 50 mm above the wave top of the profiled steel plate, and a steel bar or spot welded steel mesh is required.
  • the main bearing capacity of the lightweight composite floor in the present scheme comes from the profiled steel plate, and the poured concrete and/or cement mortar mainly provides the lateral binding force of the upper edge of the groove of the corrugated or folded profiled steel plate and the lower edge of the steel plate. In turn, the bearing capacity is increased, so that it is not necessary to provide reinforcing steel or spot welded steel mesh in the concrete and/or cement mortar, and only the anti-cracking net/anti-cracking fiber needs to be provided.
  • the connecting member is a sleeved self-tapping screw, the sleeve is closely attached to the self-tapping screw, and one end or both ends of the sleeve is expanded to form a pressure bearing gasket, When the self-tapping screw locks the profiled steel plate to connect the stringer, an effective shear pin is formed.
  • the profiled steel sheet is joined to the stringer therein by a connecting member, wherein the connecting member comprises a tapping screw, a sleeve and/or a pressure bearing gasket, the sleeve and the self-tapping screw
  • the connecting member comprises a tapping screw, a sleeve and/or a pressure bearing gasket, the sleeve and the self-tapping screw
  • the sleeve further employs an end expansion sleeve, and the end expansion sleeve is expanded at one or both ends to form a pressure bearing gasket.
  • the thickness of the lightweight composite floor slab is reduced, thereby reducing the floor slab.
  • the lateral force-resisting rods are tensioned and the single-diagonal and/or double-diagonal slabs can be flexibly configured according to the structural design.
  • the tie rod is preferably a strip steel, the strip is combined with the stringer by a connecting member, and the connecting member is a self-tapping screw; the strip can be attached to the stringer for convenient decoration and convenient to adopt the self-tapping The screw is combined with the purlin.
  • the steel mesh in the stencil cement mortar ceiling is preferably a reinforced expanded steel mesh having a V-shaped mesh and an expanded mesh surface, the reinforced mesh
  • the connecting member is combined with the stringer, the connecting member is a self-tapping screw/or a gas steel nail, and the cement mortar has a built-in crack-proof mesh/or crack-proof fiber; the steel mesh cement mortar ceiling forms a strong skin effect sheet. Providing the fire protection performance of the purlin and the reinforced lightweight composite slab as a whole.
  • the bidirectional continuous double The three-dimensional light steel frame formed by the beam is further different according to its specific components, for example, beams, beams and/or beams, columns, walls, floors and/or roofs, anti-lateral force braces and/or tie rods, etc.
  • the specific components are provided with one or more reinforcing structures to increase the structural forces of the particular components as well as the overall frame.
  • the continuous double beam protrudes from the outside of the column, and when the side of the wall is flush with the side of the column, the beam protrudes from the wall, the decoration is not easy, and the protruding outer wall is easy to cause water leakage; the dry construction method is adopted.
  • the cavity between the continuous double beams forms a fire smoke passage, it is unfavorable to prevent fire.
  • an embedded continuous single beam is adopted, and the embedded continuous single beam is an L-shaped steel, a C-shaped steel, and a Z-shaped steel whose upper and lower edges are cut off within the two sides of the column.
  • the reinforcing structure is further formed by an open square steel in the lower girders of the truss beam, the open square steel opening is upward (ie, facing other components connected thereto), and is cut and placed in the truss beam.
  • the steel plate at the intersection of the column and the diagonal bracing is provided with a locking connection hole on the steel plate on both sides of the open square steel, and is bolted to the locking connection hole provided by the column and the diagonal bracing in the truss beam.
  • the reinforcing structure is an optional positioning hole provided at the intersection of the beam and the column center line of the three-dimensional light steel frame formed by the bidirectional continuous double beam; the positioning hole is bolted at the time of field assembly False fixation and / or insertion with a circular steel bar. Since all the components are bolted to the locking connection hole, there is a construction gap between the locking connection hole and the bolt, and the gap accumulation causes the assembly deviation of the end member, and the positioning hole is beneficial for reducing the gap accumulation and enabling the field assembly. Quick and precise positioning.
  • the reinforcing structure is between the double beams, and/or between the cavities of the columns, and/or between the cavities of the open square steel of the lower chord of the truss beam Fill concrete and / or cement mortar.
  • the reinforcing member can enhance the strength and stability of the light steel component, disperse the load of the bolt on the steel plate surrounding the connecting hole, and eliminate the structural instability caused by the construction gap between the locking hole and the bolt.
  • the reinforcing structure is fixed by a self-tapping screw on the periphery of the bolt locking member after the frame is corrected
  • the self-tapping screw may be between the double beams, and/or in the
  • the concrete/or cement mortar is removed between the cavities of the columns and/or between the cavities of the open square sections of the lower chord of the truss girder. Since all the components are bolted at the locking connection holes, the construction gap between the locking connection holes and the bolts cannot be stabilized. Since the self-tapping screws are locked without gaps, the self-tapping screws are locked after the correction to ensure no displacement. After the concrete and/or cement mortar is poured and consolidated, there is no construction gap between the locking connecting holes and the bolts, and the frame is stable. Optional, self-tapping screws can be removed.
  • the reinforcing structure is filled between the double beams, and/or between the cavities of the columns, and/or between the cavities of the open square steel of the lower beams of the truss beams and / or cement mortar.
  • the reinforcing structure can enhance the strength and stability of the light steel component, and the dispersing bolt can load the core load of the steel plate around the connecting hole, and eliminate the structural instability caused by the construction gap between the locking connecting hole and the bolt.
  • steel members for reinforcing structural strength are provided in the concrete and/or cement mortar, and the steel members are optional For steel bars, or stirrups or prestressed steel wires. The steel member further enhances the tensile strength and pressure resistance of the member.
  • the stirrups are selected from the group consisting of square stirrups, round stirrups and/or spiral stirrups or round steel mesh.
  • the stirrups can increase the compressive capacity of the concrete and/or cement mortar.
  • the prestressed steel wire is further a prestressed steel wire to which a sleeve is added. This can enhance the tensile strength of the prestressed steel wire and reduce the displacement caused by the force of the component.
  • the column includes a structural main column, a small column, a reinforcing column disposed in the block and/or the infill wall (preferably vertically disposed), and a column and a slope disposed in the truss beam
  • the above-mentioned steel bar, casing and prestressed steel wire pass through the column; the steel bar, the casing and the prestressed steel wire can be continuously cut off.
  • the continuous single beam is provided with a locking connection hole at the beam web and a locking connection hole provided on each side of the column to be tightly connected by a bolt.
  • the bolts form a weak point on the load-bearing load of the steel plate surrounding the connection hole.
  • the reinforcing structure is provided for the light steel structure, and the reinforcing structure is provided with a thickened steel plate for reinforcing the periphery of the beam or the column locking connection hole; the thickened steel plate dispersing the bolt to the nuclear load of the steel plate surrounding the connecting hole.
  • the thickened steel plate is joined to the beam or column by means of an additional steel plate for splicing and/or without splicing and/or welding. Therefore, the material is saved, the process is simple, and the automation operation is facilitated.
  • the reinforcing structure is a punching groove at the periphery of the beam locking connecting hole, and the punching groove is embedded in the locking connecting hole of the column for reinforcement.
  • This structure makes the bolt locking connector tightly locked and flush with the wall, making the decoration easy.
  • a peripheral punching groove of the beam locking connection hole is embedded in the column, and concrete and/or cement mortar is poured between the cavities of the column to form a strong and gapless connection.
  • the reinforcing structure is reinforced by superimposing members on the outer side of the double beam. Since most of the members are cold-formed thin-walled steel, the bolts form a weak point on the load-carrying load of the steel plate surrounding the connecting hole, especially at the stress-concentrating member portion, for example, a vertical anti-lateral force bracing peripheral related node.
  • the solution of the invention is reinforced on the outer side of the double beam, and the stress of the original continuous double beam and the joint is shared. Moreover, the reinforcement of the superimposed member is only strengthened for the insufficient structural force of the whole beam, and the cross section of the entire beam is not required to be reinforced, which can save materials.
  • the superposed member may be an L-shaped steel, a U-shaped steel, a C-shaped steel, a flat steel, a square steel and/or a square wood.
  • Cold bridges are a major disadvantage of light steel in cold areas because steel is a good heat transfer body that will pass heat or cold.
  • the reinforcing structure is such that a thermally conductive insulating spacer is added between the double beam and the outer superposed member.
  • a thermally conductive insulating spacer is added between the double beam and the outer superposed member.
  • the column includes a structural main column, a small column, a block and/or a reinforcing column disposed in the infill wall, and a spot welded steel wire mesh and/or a woven wire mesh on the periphery of the column And/or expanding the wire mesh package and bonding with the cement mortar between the block walls to form a reinforcing structure.
  • the reinforcing structure can combine the block wall with the three-dimensional light steel frame integral frame formed by the two-way continuous double beam, so that the overall frame structure can be strengthened.
  • the reinforcing structure overcomes the defects existing in the prior art.
  • the embedded bolt fixing connector is only fixed at a point on the bottom of the integrally positioned steel frame member, and cannot maintain vertical, construction.
  • the medium is easily bumped and loose, and the embedded bolt must be assembled and locked to the steel frame after the foundation concrete reaches a certain strength.
  • the reinforcing structure described in the embodiment is provided with a bolt reinforcing gasket in an integrated positioning steel frame provided with a pre-embedded bolt reinforcing gasket, and the bolt reinforcing gasket is disposed above the C-shaped steel embedded bolt hole
  • the bolt reinforcing spacer is provided with a bolt positioning connecting hole for fixing the pre-embedded bolt; the pre-embedded bolt can maintain a vertical position, and the pre-embedded bolt is not easily loosened by collision during construction.
  • the embedded bolt further locks the pull-proof nut under the bolt reinforcing gasket and/or below the C-shaped steel embedded bolt hole; the pull-proof nut can prevent the steel structure from being assembled and positioned When the embedded bolt is locked, the bolt is pulled out. Therefore, it is not necessary to assemble and lock the steel structure after the foundation concrete reaches a certain strength, thereby saving the construction period.
  • a continuous double beam and a column are respectively disposed on both sides of the outer edge of the column, and the sectional size of the column is often limited by the fact that the bidirectional continuous double beam cannot increase the fragile link of the integral structure, if other sections are
  • the replacement of the column causes difficulty in assembling the three-dimensional light steel frame composed of the bidirectional continuous double beam.
  • the steel column and/or the reinforced concrete column are wrapped on the outer side of the main column of the structure, and the concrete column or cement mortar is filled between the steel column and the main column of the structure; the steel column is only assumed as a false assembled component. Assembling the load, the structural forces of the structural column are replaced by steel columns and/or reinforced concrete columns on the outside of the structural column.
  • the steel column and/or reinforced concrete column may be interrupted and/or continuous at the beam-column intersection, and may be adjusted according to the overall structure.
  • precast concrete wall panels and/or prefabricated lightweight concrete wall panels and/or precast hollow concrete wall panels are disposed between successive double beams. This shortens the construction period and reduces labor costs.
  • the present invention in order to overcome the defect that the reinforced mesh is not able to be well joined with the keel in order to overcome the layer of the partition material in the skin effect wall, thereby causing the defect of the one-side skin effect, the present invention is An anti-lateral force pull rod is disposed on one side of the partition material layer, thereby avoiding the defect of the one-side skin effect loss.
  • the anti-lateral force pull rod is preferably a strip steel, the strip is combined with the column by a connecting member, the connecting member is a self-tapping screw; the strip steel can be closely attached to the column to facilitate the partition of the material layer and The arrangement of the rib expansion net is convenient to combine with the column by using the self-tapping screw.
  • the skin effect wall body is further provided with a reinforcing member, the reinforcing member comprises a fixing gasket and a crack prevention device, and the fixing gasket is closely attached to the
  • the V-shaped mesh groove is used as the air gun nail holder;
  • the fixing gasket material is preferably a hard plastic;
  • the skin effect structure wall includes the column, and the column includes The structural main column, and/or the small column, the structural steel column of the main column and/or the small column is thick, and the gas steel nail is not easy to be nailed, and the fixing gasket provides a better gas steel nail nailing constraint.
  • the penetration force can be increased to allow the reinforced mesh to be strongly bonded to the column;
  • the crack prevention device is a fiberglass mesh, or a metal spot welded wire mesh, or a fiber concrete added fiber cement layer.
  • the reinforced mesh is quickly fixed by using an air gun nail to avoid cracking of the cement mortar layer and enhance the skinning effect of the wall.
  • the prior art discloses a wall body having a spliced steel mesh structure, the wall body comprising a steel mesh, a lateral pulling structural member, a longitudinal positioning supporting member and a filling layer, wherein the filling layer is filled with steel mesh on both sides
  • the steel mesh on both sides and the longitudinal positioning support member are fixedly connected, and the lateral pulling structural member passes through the filling layer, and the two ends thereof are respectively fixed on the longitudinal positioning supporting members fixedly connected with the steel mesh on both sides; the steel mesh,
  • the lateral pull structure, the longitudinal positioning support member and the filling layer integrally form a wall provided with a pull-type stencil structure.
  • An embodiment of the invention discloses a metal reinforced expanded steel mesh spliced wall body, the wall body comprising the pillar, the diagonal bracing disposed between the beam and the column, the metal reinforced expanded steel mesh, the drawing component, And/or an insulating layer, and/or a vertical support member on the outside of the V-shaped mesh wall of the metal-reinforced expanded steel mesh, said metal-reinforced expanded steel mesh being disposed on both sides of said column, said metal on one side
  • the reinforced mesh is fixed to the column by the fixing member, the fixing member is a self-tapping screw and/or an air gun nail; and the metal reinforced expanded steel mesh on the one side can be stably fixed, the wall
  • the physical energy is attached to the column and/or the braces to maintain precise positioning.
  • the drawing member pulls the V-shaped mesh bone of the metal-reinforced steel and/or the supporting member placed on the outside of the metal-reinforced expanded steel and perpendicular to the V-shaped mesh bone,
  • the support member of the metal reinforced expanded steel perpendicular to the V-shaped mesh is retained/removed after completion of the filling layer; since one metal reinforced expanded steel is fixed on the column and the struts, it is not required
  • the longitudinally positioning supporting member, the pulling member directly pulls a V-shaped mesh bone of the metal-reinforced steel to make the pulling force stable and average; and the metal-shaped expanded steel outer V-shaped mesh bone
  • the vertical support member can enhance the metal reinforced expanded steel structure force when the filling layer is filled, and there is no lateral thrust after the filling layer is consolidated, and the vertical support member removal does not cause the wall to expand outside, and does not cause the stucco layer to be formed. Cracking occurs in the support member along the longitudinal direction.
  • the anti-lateral force pull rod is disposed between the column and the column, and the anti-lateral force pull rod is preferably a strip steel; the wall surface is not protruded to facilitate the subsequent wall surface construction process or renovation; the upper end of the strip is provided with a locking connection hole and a locking connection hole of the column to be tightly locked by bolts; the construction is convenient; the lower end of the strip is provided with a tensioning hole for tensioning; the lower end of the strip is bent 90 degrees and the The column is fixed by a self-tapping screw on one side of the anti-lateral force rod and the other side of the column; after the strip is tensioned, the anti-side is set One side of the force rod is fixed with a self-tapping screw and a column, and then bent at a lower end of the strip at 90 degrees, and after being applied to the other side of the column, the final locking is performed with a self-tapping screw, and the final locking and folding are performed.
  • the 90-degree friction force can effectively exert the advantage
  • the ground beam is preferably a continuous double beam
  • the continuous double beam is formed by combining a continuous single beam of the same structure, and the continuous single beam adopts a single piece truss beam
  • the monolithic truss beam comprises a top chord, a lower chord, a column, a struts, the upper chord and the lower chord are L-shaped steel, and the column and the struts are composed of an L-shaped steel piece or a flat-shaped steel piece or a circular shape steel,
  • the ground beam is further covered with a concrete filling column.
  • the ground beam can form a good shear resistance and anti-bay mechanism.
  • the three-dimensional light steel frame composed of the bidirectional continuous double beam proposed by the invention has at least the following advantages:
  • the three-dimensional light steel frame composed of the bidirectional continuous double beam proposed by the invention simplifies the production of the light steel component, and the investment in the production equipment is small; the bolting is used for the installation, the installation is simplified, and the non-construction professional can participate in the construction;
  • the structural members of the beam clamp can be assembled in parallel, which facilitates component replacement and elastic transfer, and facilitates on-site assembly;
  • the steel member is preferably galvanized steel coil cutting/cold rolling, and the component can be rolled at one time.
  • the present invention has many advantages and practical values as described above, and no similar structural design is disclosed or used in the same product, and it is innovative, regardless of the structure or function of the product.
  • the big improvement has made great progress in technology, and has produced good and practical effects.
  • Figure 1 is a schematic view of a three-dimensional light steel frame constructed by the bidirectional continuous double beam of the present invention.
  • FIG. 2 is a schematic view showing a beam-column section and a beam-column grouting reinforcement structure according to the present invention
  • Figure 3 is a schematic view of the single beam continued connection of the present invention.
  • Figure 4 shows a schematic view of a reinforced lightweight composite floor panel 31 of the present invention.
  • Figure 5 shows the embedded continuous single beam and strip steel rod bending locking reinforcement structure according to the present invention. schematic diagram.
  • Figure 6 shows a schematic view of a single piece truss beam 15 of the present invention.
  • Figure 7 shows a schematic view of the truss beam 13 of the present invention.
  • FIG. 8 is a schematic view showing the reinforcement of the beam-column locking connection thickened steel plate 13 and the punching groove 71 according to the present invention.
  • Figure 9 is a schematic view showing the partial frame reinforcing structure of the present invention.
  • Figure 10 is a schematic view of the integrally positioned steel frame 55 of the present invention.
  • Figure 11 is a schematic view of a composite walled structure 62 having a skin effect structure in accordance with the present invention.
  • Figure 12 is a schematic view of a wall-reinforced reinforcing spacer 517 having a skin effect structure according to the present invention.
  • Figure 13 is a schematic view of the ribbed expanded mesh splicing wall 64 of the present invention.
  • Fig. 14 is a schematic view showing the reinforcing member 24 disposed outside the main column of the structure according to the present invention.
  • Bolt 502 Self-tapping screw 503: Thermally conductive insulating gasket
  • Sleeve 5131 End expansion sleeve 514: Pressure washer 515: Gas steel nail
  • One-piece positioning steel member 551 One-piece positioning C-shaped steel
  • Pre-embedded bolt reinforcement gasket 553 Pre-embedded bolt 554: Wildebeest
  • Block wall 64 Reinforced expanded steel mesh knotted wall 65: Insulation
  • the three-dimensional light steel frame constructed by the bidirectional continuous double beam according to the present invention will be specifically described below with reference to the accompanying drawings and preferred embodiments. , structure, characteristics and efficacy, as detailed below.
  • FIG. 1 is a schematic diagram of a three-dimensional light steel frame formed by the bidirectional continuous double beam of the present invention.
  • the roof inclined beam 12, the horizontal beam 11, the ground beam 14, the single piece truss beam 15, the truss beam 13, the rafter/strip 16, the integrally positioned steel member 55, the main column 21, the small column 22, and the wall reinforcing column are illustrated. 23.
  • the outer part of the main column of the structure is provided with reinforcing members 24, diagonal braces 41, tie rods 42, composite wall structure 62 with skin effect structure, block wall 63, reinforced expanded steel mesh knotted wall 64, and enhanced light composite Floor 31.
  • FIG. 2 shows a schematic diagram of the beam-column section and the beam-column grouting reinforcement structure according to the present invention.
  • Figure 2-1 shows a schematic diagram of the beam 1 member which can be 1/L: L-shaped steel beam, with L-shaped steel beam at the end, 1/U: U-shaped steel beam, different widths of the upper and lower edges U-shaped steel beam, with U-shaped steel beam at the end, l/C: C-shaped steel beam, different width of the upper and lower edges, C-shaped steel beam, and crimped C-shaped steel at the end Beam, l/Z: Z-shaped steel beam, with flanged Z-shaped steel beam at the end, l/P: flat steel beam, l/W: square wooden beam, 15: single truss beam.
  • Figure 2-2 shows the structure of the column 2 member can be 2/U: U-shaped steel column, 2/C: C-shaped steel column, 2/RO: open square steel column, 2/RC: bent square steel column, pull Nail 510.
  • Figure 2-3 shows the reinforcement structure of the beam 1, column 2, concrete / or cement mortar 601 grouting.
  • FIG. 3 is a schematic diagram of the single beam overlapping and continuing; the overlapping butt joints of the two single beams 1 are provided with a locking connection hole 70, and the overlapping partial wings are cut off, the abdominal plate overlaps and the column is locked.
  • the connecting hole 70 is tightly connected by a bolt 510.
  • Figure 3-2 shows a schematic diagram of the overlapping of the single-piece truss beams; the single-piece truss beam 15 is continued at the column 2, and the upper chord 151 of the two single-piece truss beams 15 is an L-shaped steel beam 1/L And the lower chord 152 is an L-shaped steel beam 1/L, and the connecting ends of the two ends are connected with the column 2 to provide a locking connection hole 70, and the two continuous single beams 1 are overlapped by the difference in size and simultaneously connected with the column. 70 is tightly connected by bolts 510.
  • Figure 3-3 shows a schematic diagram of the splicing of the single-beam connector; the two spliced single beams 1 are contiguously connected at the column 2, and the continuation ends of the two continuation single beams are provided with a locking connection hole, and the connection
  • the locking connection hole provided by the member 512 is tightly connected by the bolt 501, and the locking connection hole provided by the connecting member 512 is tightly connected with the locking connection hole provided by the column, and the connecting member 512 is U-shaped steel. / or L-shaped steel / or flat steel.
  • FIG 4 there is shown a schematic view of a reinforced lightweight composite floor panel 31 of the present invention.
  • Figure 4-1 is a schematic perspective view of the reinforced lightweight composite floor panel 31; the reinforced lightweight composite floor panel 31 comprises a lightweight composite floor 311, a stringer 16, an anti-lateral force rod 42 and/or a stencil cement mortar ceiling 32, components
  • the lightweight composite floor 311 is disposed above the stringer 16 with the anti-lateral force rod 42 and/or the stencil cement mortar ceiling 32 disposed below the stringer 16.
  • 4-2 is a schematic view of a lightweight composite floor 311; the lightweight composite floor 311 includes a floor slab, and the floor slab is a wavy profiled steel plate 52/ or a folded profiled steel plate 52,
  • the connecting member 51 is connected with the profiled steel plate 52 and the stringer 16, the upper part of the profiled steel plate 52, or the cement mortar 601, and the concrete/cement mortar 601 is provided with a crack-proof mesh/or crack-proof fiber 531.
  • 4-3 is a schematic view of a profiled steel plate connecting member 51; the connecting member includes a self-tapping screw 502, a sleeve 513 and/or a pressure receiving gasket 514, and the sleeve 513 is closely attached to the self-tapping screw 502.
  • the sleeve further adopts an end expansion sleeve 5131, and one end or both ends of the end expansion sleeve 5131 expand to form a pressure bearing gasket.
  • Figure 4-4 shows a schematic view of a folded profiled steel plate.
  • Figure 4-5 shows a schematic view of a corrugated profiled steel plate.
  • 4-6 is a schematic view of a ribbed expanded mesh 54 having a V-shaped mesh bone 541 and an expanded mesh surface.
  • 4-7 is a schematic cross-sectional view of the reinforced expanded mesh 54; the reinforced expanded steel mesh 54 has a built-in anti-cracking net and/or anti-cracking fiber for the cement mortar described in the V541-shaped mesh bone and the expanded mesh surface.
  • FIG. 4-8 is a cross-sectional view showing one of the options for reinforcing the lightweight composite floor panel 31; an anti-lateral force pull rod 42 is disposed below the stringer 16, and the connecting rod of the beam 16 and the anti-lateral force rod 42 is a self-tapping screw 502. / or gas steel nail 515, above the stringer is a light composite floor 31.
  • Figure 4-9 shows a schematic cross-sectional view of one of the options for reinforcing lightweight composite floor slabs 31;
  • a steel mesh cement mortar ceiling 32 is disposed under the stringer 16, and the steel mesh cement mortar ceiling 32 includes a reinforced mesh 54 and a cement mortar 61, and the cement mortar 61 has a built-in crack preventing net and/or a crack preventing fiber 531.
  • the connecting rod of the purlin 16 and the stencil cement mortar ceiling 32 is a self-tapping screw 502 / or a gas steel nail 515, and the top of the purlin 16 is a light composite floor 31.
  • FIG. 5 is a schematic diagram of the embedded continuous single beam and the steel rod bending and locking reinforcement structure of the present invention.
  • Figure 5-1 shows a schematic view of an embedded continuous single beam; the embedded continuous single beam 1 is an L-shaped steel beam 1/L, a C-shaped steel beam 1/C, a Z-shaped steel beam The upper and lower edges of 1/Z are cut and embedded within the two sides of the column 2, and the embedded single beam 1 is provided with a locking connection hole 70 at the web and a locking connection hole 70 provided by the column 2 to be connected by a bolt 501. .
  • FIG. 1 shows a schematic view of an embedded continuous single beam; the embedded continuous single beam 1 is an L-shaped steel beam 1/L, a C-shaped steel beam 1/C, a Z-shaped steel beam The upper and lower edges of 1/Z are cut and embedded within the two sides of the column 2, and the embedded single beam 1 is provided with a locking connection hole 70 at the web and a locking connection hole 70 provided by the column 2 to be connected by a bolt
  • 5-2 is a schematic view showing a bending and locking reinforcement structure of a steel rod; wherein the upper end of the steel rod 42 is provided with a locking connection hole 70 and a locking connection hole 70 of the column 2 with a bolt 501 tightly.
  • Locking connection in order to facilitate the tensioning construction; the lower end of the steel strip is provided with a tensioning hole 72 for tensioning; after the steel strip is tensioned and positioned, the self-tapping screw 502 and the column 2 are fixedly fixed on the side of the setting rod 42, and then The lower end of the strip is bent 90 degrees, and the other side of the post 2 is attached with a self-tapping screw 502 for final locking.
  • FIG. 6 a schematic view of a single truss beam 15 of the present invention is shown.
  • Figure 6-1 shows a schematic view of the elevation of the single-piece truss beam 15; the single-piece truss beam 15 includes a winding 151, a lower chord 152, and a diagonal 153, and the upper chord 151 and/or the lower chord 152 are L-shaped.
  • Figure 6-2 shows a plan view of a single-piece truss beam 15; the continuous single-piece truss beams 15 are respectively disposed on both sides of the outer edge of the column 2, and the continuous single-piece truss beam 15 is
  • the column 2 is continuously uninterrupted at the cross-connection, and the continuous single-piece truss beam 15 is further spliced; preferably, the single-piece truss beam 15 is overlapped.
  • the double monolithic truss beam 15 is tightly connected to the column by bolts 501.
  • 6-3 is a schematic cross-sectional view of the single-piece truss beam 15; the continuous single-piece truss beam 15 is interspersed with the continuous beam 1.
  • FIG. 6-4 is a schematic cross-sectional view of the single-piece truss beam 15; the continuous single-piece truss beam 15 upper chord 151 and lower chord 152 are tightly coupled to the truss beam upright 213 by a locking connection.
  • the perspective view of the single piece truss beam 15 is shown in Figures 6-5.
  • FIG. 7-1 is a schematic perspective view of the truss beam 13; the truss beam 13 includes a truss beam upper chord 131, a truss beam lower chord 132, a truss beam column 213, a truss beam struts 134, and the truss beam
  • the upper chord 131 and the truss lower chord 132 are combined by a continuous single beam of the same or different structure, and the continuous single beams are respectively disposed on both sides of the outer edge of the column 2, the continuous single beam and The column 2, the truss beam column 213, and the truss beam struts 134 are tightly connected by bolts 501.
  • Figure 7-2 shows a schematic view of the truss beam elevation.
  • Said 7-3 is a schematic cross-sectional view of the truss beam 13; between the cavities of the chord beam upper chord 131, the cavity of the open square steel of the truss girder lower chord 132, the cavity between the truss girder 213, and the truss Concrete/or cement mortar 601 is poured between the cavities of the beam stays 134.
  • Figure 7-4 shows a schematic view of a steel member and a poured concrete/or cement mortar 601 disposed between the two beams; a steel member for reinforcing the structural strength is disposed between the double beams, and the steel member is steel Rod 501, or stirrup 506, or prestressed steel wire 507, or prestressed steel wire casing 508, and poured concrete/or cement mortar 601.
  • FIG. 8 is a schematic diagram of the reinforcement of the beam-column locking hole thickening steel plate 13 and the punching groove 71 of the present invention.
  • FIG. 8-1 is a schematic diagram of the reinforcing structure of the beam 1 and the stamping groove 71 of the beam 1; the beam 1 or the column 2 is provided with a thickened steel plate for reinforcing the periphery of the connecting hole 70; 518 or stamping groove 71, the periphery of the bolt locking member is fixed by the self-tapping screw 502.
  • 8-2 is a schematic cross-sectional view of the stamping groove; the beam 1 stamping groove 71 is embedded in the locking connection hole 70 of the column 2, and is tightly connected by a bolt 501.
  • Inter-fill concrete/or cement mortar 601. 8-3 is an enlarged schematic view of the stamping groove 71; the stamping groove 71 is embedded in the locking connection hole 70 of the column 1 and is tightly connected by a bolt 501, and the column is tightly connected.
  • the hole 70 has a diameter larger than the outer peripheral punching groove 71 of the beam locking connection hole.
  • Figure 8-4 shows a schematic cross-sectional view of the stiffened steel plate 518 of the column beam member locking connection hole.
  • Figure 8-5 shows a schematic diagram of the reinforcing façade of the column-beam member locking connection hole thickening steel plate 518; the thickened steel plate 518 is made of an external steel plate to be spliced and/or spliced to the beam. Or column bonding.
  • FIG. 9 is a schematic view of a partial frame reinforcing structure of the present invention.
  • Figure 9-1 is a schematic view of a partial frame reinforcement structure elevation; the frame reinforcement structure includes a concrete/solid mortar 601 between the double beams 1 and a precast concrete wall panel 68 between the double beams 1
  • the periphery of the column 2 is wrapped by a steel mesh 53 and joined with the cement mortar 61 between the block walls 63, a superposed member 511 of the outer side of the beam 1, and a thermally conductive insulating spacer 503 between the beam 1 and the outer superposed member.
  • Figure 9-2 shows a schematic cross-sectional view of the concrete/cement mortar 601 between the two beams.
  • FIG. 9-3 is a schematic cross-sectional view of the outer layer superimposing member 511 of the beam 1; a heat conducting insulating spacer 503 is added between the outer layer superimposing member 511 of the beam 1 and the outer layer superimposing member 511.
  • FIG. 9-4 is a schematic cross-sectional view of the superposing member 511.
  • 9-9 is a schematic plan view of the periphery of the column 2 wrapped by a wire mesh 53; the periphery of the column 2 is wrapped with a wire mesh 53 or a woven wire mesh/or expanded wire mesh and the block
  • the wall 63 is combined with cement mortar 61.
  • 9-6 is a schematic cross-sectional view of a precast concrete wall panel 68 disposed between two beams; the double beam 1 is provided with precast concrete wall panels 68 or prefabricated lightweight concrete wall panels/precast hollow concrete walls. board.
  • FIG 10 there is shown a schematic view of an integrally positioned steel frame 55 of the present invention.
  • Figure 10-1 shows a schematic view of the elevation of the integrally positioned steel frame 55; the integrated positioning steel frame includes a horn horse 554, a bolt reinforcement gasket 552, a pre-embedded bolt positioning C-shaped steel 551, a pre-buried snail 553, anti-pull nut 555.
  • Place 10-2 is a partial perspective view of the integrally positioned steel frame 55; the column 2 and the horn 554 are tightly connected by bolts 501, and the horn 554 is tightly connected with the embedded bolt 553, and the bolt 553 is embedded.
  • FIG. 10-3 is a schematic cross-sectional view of the pre-embedded bolt positioning C-shaped steel 551; the pre-embedded bolt positioning C-shaped steel 551 is provided with an embedded bolt locking connection hole 70.
  • 10-4 is a schematic cross-sectional view of the bolt reinforcing spacer 552; the bolt reinforcing spacer 552 is provided with the embedded bolt locking connection hole 70.
  • 10-5 is a schematic cross-sectional view of the pull-out nut 555; the bolt reinforcing washer 552 is disposed on the pre-embedded bolt positioning C-shaped steel 551, and the pull-out nut 555 is disposed on the Below the bolt reinforcement washer 552/or the pre-embedded bolt is positioned below the C-shaped profile steel 551.
  • FIG 11 there is shown a schematic view of a composite wall 62 having a skin effect structure of the present invention.
  • Figure 11-1 shows a schematic view of a wall 621 having a skin effect structure on both sides of the column; the main column 21, the small column 22, the wall wall column 23, and the skin effect structure wall on both sides Face 621.
  • 11-2 shows a partially enlarged plan view; including the small column 22, the metal reinforced mesh 54, the cement mortar layer 61, the crack-proof mesh and/or the crack-proof fiber 531, and the self-tapping screw 502/ Or gas steel nail 515, filling wall 66.
  • FIG. 11-3 shows a partially enlarged cross-sectional view; including a metal ribbed expanded mesh 54, a cement mortar layer 61, a crack-proof mesh and/or a crack-proof fiber 531, a self-tapping screw 502, or a gas steel nail 515.
  • the wall 66 is filled.
  • FIG. 11-4 is a schematic view showing a wall body on which one side of the column is provided with a skin effect structure wall surface 621 and an anti-lateral force pull rod 42 is disposed on the other side; the main column 21, the small column 22, and the wall wall column are included. 23.
  • One side has a skin effect structure wall surface 621, an anti-lateral force rod 42 and an insulating layer 65.
  • 11-5 shows a partially enlarged plan view; including the small column 22, the metal reinforced mesh 54, the cement mortar layer 61, the crack-proof mesh and/or the crack-proof fiber 531, and the self-tapping screw 502/ Or gas steel nail 515, infill wall 66, anti-lateral force rod 42 and insulating layer 65.
  • 11-6 shows a partially enlarged cross-sectional view; including a metal reinforced expanded mesh 54, a cement mortar layer 61, a crack-proof mesh and/or a crack-proof fiber 531, a self-tapping screw 502, or a gas steel nail 515.
  • the wall 66, the lateral force-resisting rod 42 and the insulating layer 65 are filled.
  • FIG. 12 there is shown a schematic view of a wall-reinforced reinforcing spacer 517 having a skin effect structure of the present invention.
  • 12-1 is a schematic view showing the configuration of the reinforcing fixing pad 517; the structure main column 21, the small column 22, the rib expanded mesh 54, and the reinforcing fixing pad 517.
  • 12-2 is a schematic cross-sectional view of the reinforcing fixed gasket 517; including the structural main column 21, the small column 22, the reinforced mesh 54, the reinforcing fixed gasket 517, the cement mortar 61, the crack prevention net, and / or crack-proof fiber 531.
  • FIG. 13-1 is a schematic plan view of the ribbed expanded mesh showing the wall 64; including the structural main column 21, the small column 22, the reinforced mesh 54, the reinforced mesh 541, and the wall The body drawing member 67, the filling wall 66, and the cement mortar 61.
  • Figure 13-2 shows a schematic perspective view of the ribbed expanded mesh wall 64; including the structural main column 21, the small column 22, the reinforced mesh 54, the reinforced mesh 541, the wall Body knot Piece 67, infill wall 66, cement mortar 61.
  • 13-3 is a schematic cross-sectional view of the ribbed expanded mesh wall 64; including the main column 21, the small column 22, the reinforced mesh 54, the reinforced mesh 541, and the wall.
  • FIG 14 there is shown a schematic view of the reinforcing member 24 disposed outside the main column of the structure of the present invention.
  • 14-1 is a schematic view showing the arrangement of the reinforcing member 24 disposed outside the main column 21 of the structure; the structural main column 21, the reinforcing member 24 and the beam 1 are disposed outside.
  • 14-2 is a schematic view of a reinforcing member of a concrete column 215; including the structural main column 21, the beam 1, the reinforcing bar 516, the stirrup 506, and the concrete 60.
  • 14-3 is a schematic view of a reinforcing member of the steel column 214; including the structural main column 21, the beam 1, the steel column 214, the concrete/or cement mortar 601.

Abstract

Disclosed is a three-dimensional lightweight steel framework formed by two-way continuous double beams. The three-dimensional lightweight steel framework comprises beams (1), purlines and/or stringers (16), pillars (2), walls (62, 63), slabs (31) and/or a roof and anti-lateral force bracings (41) and/or pull rods (42), wherein the beams (1) are continuous double beams, and the continuous double beams are formed by combining continuous single beams having the same structure or different structures, and the continuous single beams are respectively arranged at two sides of the outer edges of the pillars (2), and keep continuous and uninterrupted with the pillars (2) at the crosswise junctions; and reinforced lightweight composite slabs can be selected as the slabs (31) completely or partly. The three-dimensional lightweight steel framework simplifies the production of a lightweight steel member, and simplifies the site installation by using bolts to conduct fixing.

Description

双向连续双梁构成的三维轻钢构架Three-dimensional light steel frame composed of two-way continuous double beams
优先权声明Priority statement
本发明要求2014年1月24日提交的专利号为201410035766.3、名称为“设有结构柱与连续结构双梁的轻钢屋架”的优先权，该专利申请的全部内容并入本申请中。The present invention claims priority to the patent application No. 201410035766.3, entitled "Light Steel Roof Truss with Structural Columns and Continuous Structure Double Beams", filed on Jan. 24, 2014, the entire disclosure of which is incorporated herein.
技术领域Technical field
本发明涉及轻钢建筑领域，特别是涉及用于轻钢建筑的一种双向连续双梁构成的三维轻钢构架。The invention relates to the field of light steel construction, in particular to a three-dimensional light steel frame composed of a bidirectional continuous double beam for light steel construction.
背景技术Background technique
使用轻钢屋架的轻钢建筑在我国已进入快速发展时期，并在工业建筑中得到了广泛的应用，轻钢住宅已成为轻型钢结构应用的新领域和新的增长点。目前，轻钢建筑的成本一般高于传统的混泥土结构，但具有施工快、节能减排等竞争优势。越来越多的建设单位已认识到轻钢结构的优越性，逐渐成为工业建筑首选的结构形式，在低层民用建筑中也已得到了广泛的应用。Light steel buildings using light steel roof trusses have entered a period of rapid development in China and have been widely used in industrial buildings. Light steel houses have become a new field and a new growth point for light steel structure applications. At present, the cost of light steel construction is generally higher than that of traditional concrete structures, but it has competitive advantages such as fast construction, energy saving and emission reduction. More and more construction units have recognized the superiority of light steel structures and have gradually become the preferred structural form for industrial buildings, and have also been widely used in low-rise civil buildings.
使用轻钢屋架的轻钢建筑，无论在建筑设计、结构设计，还是在制作安装技术方面，还有很大的改进之处。目前使用的轻钢屋架结构梁、结构柱等一般采用对接方式(如固接或铰接)进行连接。由于目前这种结构的轻钢屋架中使用了大量的结构梁、结构柱等，这种对接方式造成结合工艺复杂，同时产生严重的误差积累。本发明人于2009年08月20日提交的专利号为200920171128.9、名称为“设有连续双梁结构的轻钢屋架”的实用新型专利。但该专利尚存以下不足：该专利未涉及所述楼板、屋面、强化轻型复合楼板、抗侧向力拉杆等构件，无法构成完整的三维轻钢构构架，所述的连续双梁未明确两向连续双梁的关系，同时三维构架组装困难，个别构件以及整体构架结构力不足。另外，该专利中连续双梁无法因应不同受力情况采用不同断面的需求,造成材料使用浪费,所述连续双梁无法因应不同的需求采用不同的单梁组合缺乏灵活性；所述屋架与屋架间的连接采用连续双梁交叠结合,所述连续双梁连接构件太长造成构架组装时的困难,所述双向连续双梁交叠结合造成空间浪费，同时造成柱梁节点受力不均匀。 Light steel construction using light steel roof trusses has significant improvements in terms of architectural design, structural design, and fabrication and installation techniques. Currently used light steel roof truss structural beams, structural columns, etc. are generally connected by means of docking (such as fixed or hinged). Since a large number of structural beams, structural columns, and the like are used in the light steel roof truss of the present structure, the jointing method causes a complicated joining process and at the same time, a serious error accumulation occurs. The inventor filed on August 20, 2009, the patent number is 200920171128.9, and the utility model patent entitled "Light steel roof truss with continuous double beam structure". However, the patent still has the following deficiencies: the patent does not refer to the slab, roof, reinforced lightweight composite slab, anti-lateral force pull rod and other components, and cannot form a complete three-dimensional light steel structure, the continuous double beam is not clear The relationship to the continuous double beam, the three-dimensional frame assembly is difficult, and the individual components and the overall frame structure are insufficient. In addition, the continuous double beam in this patent cannot meet the requirements of different sections in response to different stress conditions, resulting in waste of material use. The continuous double beam cannot be used with different single beam combinations due to different needs. The roof frame and roof truss are not flexible. The connection between the two ends is continuous double-beam overlapping, and the continuous double-beam connecting member is too long to cause difficulty in assembling the frame. The two-way continuous double-beam overlapping combination causes waste of space and causes uneven stress on the column and beam joints.
采用分散式构件现场组装轻钢(如冷弯薄壁型钢)建筑是将个别钢架柱或钢架斜撑固定在预埋锚定螺栓固定件上，这种钢架结构柱及斜撑的数量大，其预埋锚定螺栓固定件的位置都需在现场测量定位，因此预埋的工序非常复杂，而且这些预埋锚定螺栓固定连接件的位置的精度不易把握，这种定位在实际施工过程中相当的费时费力。本发明人于2009年6月30日提交的专利号为ZL200920158989.3名称为“用于轻钢建筑中的一体化定位钢架”解决了上述问题，但尚存以下缺点：该专利所述的预埋螺栓固定连接件仅固定于一体化定位钢架构件的底部一个点,无法维持垂直，施工中易被碰撞松动,同时所述预埋螺栓必须于基础混凝土达到一定强度后始能组装并锁定钢架。The use of distributed components to assemble light steel (such as cold-formed thin-walled steel) on site is to fix individual steel frame columns or steel frame braces to the pre-embedded anchor bolts. The number of steel frame columns and braces Large, the position of the embedded anchor bolt fixing parts needs to be measured and positioned on site, so the pre-buried process is very complicated, and the accuracy of the position of these pre-embedded anchor bolt fixing joints is difficult to grasp, and the positioning is actually constructed. The process is quite time consuming and laborious. The inventor's patent number ZL200920158989.3, entitled "Integrated Positioning Steel Frame for Light Steel Construction", which was submitted on June 30, 2009, solves the above problems, but has the following disadvantages: The embedded bolt fixing connector is only fixed at one point of the bottom of the integrated positioning steel frame member, can not maintain vertical, and is easily loosened during construction. At the same time, the embedded bolt must be assembled and locked after the foundation concrete reaches a certain strength. Steel frame.
轻钢建筑领域中常用的方形钢部件一般是采用方形钢管，或是用两支C型钢对焊。封闭的方形钢管与其它构件连接的螺栓孔，只能用钻床或火焰切割加工，无法使用冲床冲压加工，导致加工成本很高；封闭的方形钢管无法使用锁紧式高拉力螺栓与其它构件接合，从而大幅度的降低结合点的承载力。为了防锈腐，一般在完成对方形钢管的加工后进行镀锌，这样导致生成成本很高。如采用两支镀锌钢板滚压成型的C型钢对焊，这种加工方式则会破坏镀锌钢板的防锈层。本发明人于2010年6月30日提交的专利号为201010216616.4名称为“设有加强部件的方形轻钢构件”的发明专利解决了上述问题，但仍有以下不足：该专利技术方案在实际运用时,所述方形钢管的内部空腔填充有混凝土或水泥砂浆时所述柱断面的抗压强度远远大于所述方形钢管柱长细比所决定的所述柱的整体承压能力,即所述混凝土或水泥砂浆未达到抗压破坏所述加强部件并不起作用,因此所述的加强部件并不必要,而且设有加强部件的方形轻钢构件于运输时无法扣合,浪费运输空间和运输成本。Square steel parts commonly used in the field of light steel construction are generally square steel tubes or butt welded with two C-shaped steels. The bolt holes of the closed square steel pipe connected with other components can only be processed by drilling or flame cutting, and cannot be punched by punching, which leads to high processing cost; the closed square steel pipe cannot be joined with other components by using the locking high-tension bolt. Thereby greatly reducing the bearing capacity of the joint. In order to prevent rust, galvanization is generally performed after the processing of the square steel pipe is completed, which results in high production cost. For example, C-beam butt welding with two galvanized steel sheets is formed by rolling, and this processing method will destroy the rust-proof layer of the galvanized steel sheet. The invention patent of the patent no. 201010216616.4 entitled "Square Light Steel Member with Reinforcing Parts" was filed by the inventor on June 30, 2010. The above problem is solved, but the following technical deficiencies still exist: When the inner cavity of the square steel pipe is filled with concrete or cement mortar, the compressive strength of the cross section of the column is far greater than the overall pressure bearing capacity of the column determined by the slenderness ratio of the square steel pipe column, that is, The concrete or cement mortar does not reach the pressure damage. The reinforcing member does not work, so the reinforcing member is not necessary, and the square light steel member provided with the reinforcing member cannot be buckled during transportation, which wastes transportation space and transportation cost.
为了减轻楼版重量加强楼版防水性与防火，本发明人于2013年2月4日提交的申请号：201310044986.8名称为“轻型复合楼板”的发明专利解决了上述问题，但是该专利的技术方案在实际使用时还有以下缺陷：该专利所述“轻型复合楼板”主要在于减少楼板厚度，减轻楼板重量，但是减少楼板厚度使得楼板在承受侧向压力时产生挫屈,从而降低了楼板在三维度完整构架结构传递水平力的能力。In order to reduce the weight of the floor and to enhance the waterproofness and fire prevention of the floor, the inventor's application number entitled "Light Composite Floor" submitted by the inventor on February 4, 2013 solves the above problem, but the technical solution of the patent In actual use, there are also the following defects: the "light composite floor slab" described in the patent mainly reduces the thickness of the slab and reduces the weight of the slab, but reduces the thickness of the slab so that the slab is frustrated when subjected to lateral pressure, thereby reducing the slab at three Dimensions The ability of a complete architectural structure to deliver horizontal forces.
轻型钢结构建筑中墙体龙骨和墙体作适当的加强及结合可以达到蒙皮效应的墙体，本发明人于2009年4月14日提交的专利号为ZL 2009 2 0147815.7名称为“一种设有蒙皮效应结构的墙体”的实用新型专利、2013年12月10日提交的专利号为201310664792.8、名称为“具有蒙皮效应的墙体”的发明专利能够解决上述问题，但是也存在以下弱点：在上述技术方案中，隔断材料层造成有筋扩张网无法与龙骨做很好接合,导致单侧蒙皮效应减损。 In the light steel structure, the wall keel and the wall are properly strengthened and combined to achieve the skin effect. The patent number submitted by the inventor on April 14, 2009 is ZL 2009 2 0147815.7. The invention patent of the wall with the skin effect structure, the patent number 201310664792.8 filed on December 10, 2013, and the name "wall with skin effect" can solve the above problems, but also exists The following weaknesses: In the above technical solution, the barrier material layer causes the reinforced mesh to be unable to be well joined with the keel, resulting in a one-sided skin effect depletion.
为了达到安全与节能环保和成本节约就地取材的目的本发明人于2011年1月20日提交的专利号为ZL201110023291.2/名称为“设有拉结式钢网结构的墙体”的发明专利能够解决上述问题，但是也存在以下弱点：定位支撑构件不够稳固无法定位钢网和墙体，同时容易造成粉刷层顺纵向定位支撑构件龟裂。In order to achieve safety, energy saving, environmental protection and cost saving, the inventor's patent No. ZL201110023291.2 filed on January 20, 2011 is entitled "Wall with a spliced steel mesh structure" The patent can solve the above problems, but it also has the following weaknesses: the positioning support member is not stable enough to locate the steel mesh and the wall body, and at the same time, the whitewashing layer is likely to be longitudinally positioned to support the cracking of the support member.
有鉴于上述现有轻钢架构存在的缺陷，本发明人基于从事此类产品设计制造多年丰富的实务经验及专业知识，并配合学理的运用，积极加以研究创新，以期创设一种新型结构轻钢架构，能够改进一般现有的墙体，使其更具有实用性。经过不断的研究、设计，并经反复试作样品及改进后，终于创设出确具实用价值的本发明。In view of the shortcomings of the above-mentioned existing light steel structure, the inventors have actively researched and innovated based on the practical experience and professional knowledge of designing and manufacturing such products for many years, and with the use of academics, in order to create a new type of structural light steel. The architecture can improve the existing existing walls to make them more practical. After continuous research, design, and repeated trials of samples and improvements, the invention has finally been created with practical value.
发明内容Summary of the invention
本发明的主要目的在于，克服现有轻钢建筑存在的缺陷，特别是现有轻钢建筑三维构架在结构和构建时存在的生产设备投资大、墙体及内装设备等配套的房屋体系过于庞杂、而且须要专业的施工团队始能施作、成本一般高于传统的砖混土结构，从而导致许多建筑工业化不发达地区轻型工业化墙体建材不普及条件下不易推广，而提出了一种新型的双向连续双梁构成的三维轻钢构架，目的是为了加强轻钢构架结构力,让传统湿式墙体构造例如砖石砌块、混凝土、土等重型建筑材料能够搭配使用,钢构件生产与现场施工工艺简化,降低资本投入的同时让非建筑专业技术者都能参与施工。The main object of the present invention is to overcome the defects of the existing light steel buildings, especially the existing three-dimensional framework of the light steel building in the structure and construction of the production equipment investment, wall and interior equipment and other supporting housing system is too complicated And the professional construction team needs to be able to implement, the cost is generally higher than the traditional brick-concrete structure, which leads to the difficulty in promoting the light industrialized wall building materials in many industrialized and underdeveloped areas, and proposes a new type. The three-dimensional light steel frame composed of two-way continuous double beams is designed to strengthen the structural strength of the light steel frame, so that traditional wet wall structures such as masonry blocks, concrete, soil and other heavy building materials can be used together, steel component production and on-site construction. Process simplification, reducing capital investment while allowing non-building professionals to participate in construction.
本发明的另一目的在于，双向连续双梁构成的三维轻钢构架，所要解决的技术问题是使其结构简化，符合建筑安全环保的标准，同时方便现场施工，更加节约材料和成本。Another object of the present invention is to form a three-dimensional light steel frame composed of a bidirectional continuous double beam. The technical problem to be solved is to simplify the structure, meet the standards of safety and environmental protection of the building, and facilitate on-site construction, thereby saving material and cost.
本发明的目的及解决其技术问题是采用以下技术方案来实现的。The object of the present invention and solving the technical problems thereof are achieved by the following technical solutions.
定义：definition:
“连续双梁”的含义是指所述的连续双梁由结构相同或不相同的连续单梁组合而成，所述的连续单梁分别设置在所述柱的外缘的两侧，所述的连续单梁与所述的柱在交叉连接处保持连续不间断；以及屋架与屋架间的连接也采用连续单梁与柱通过交叉结合，结合处的单梁和柱也不截断或不间断。而现有技术则是在梁和柱交叉结合的地方，将梁或柱截断。The meaning of "continuous double beam" means that the continuous double beam is composed of continuous single beams of the same or different structure, and the continuous single beams are respectively disposed on both sides of the outer edge of the column, The continuous single beam and the column are continuously uninterrupted at the intersection; and the connection between the truss and the truss is also cross-joined by a continuous single beam and the column, and the single beam and the column at the joint are not cut off or uninterrupted. In the prior art, the beam or column is cut off at the intersection of the beam and the column.
“嵌入式连续单梁”的含义是指形状为L形型钢、C形型钢、Z形型钢的上下缘于所述柱两边线以内处切除嵌入，所述的嵌入式单梁于腹板处设置紧锁连 接孔与柱设置的紧锁连接孔以螺栓连接，从而实现梁的不间断或不截断。The meaning of "embedded continuous single beam" means that the upper and lower edges of the L-shaped steel, the C-shaped steel, and the Z-shaped steel are cut and embedded within the two sides of the column, and the embedded single beam is disposed at the web. Tight lock The connecting holes provided by the connecting holes and the columns are bolted to realize uninterrupted or uninterrupted beams.
“单梁重迭续接”是指单梁选自L形型钢、平板形型钢、单片桁架梁时，在单梁端部重迭，在单梁和/或单片桁架梁的上弦腹板和/或下弦腹板处设置紧锁连接孔与柱两侧各设置的紧锁连接孔以螺栓紧锁连接；单梁选自C形型钢和/或Z形型钢时，所述重迭续接是将单梁端部的重迭翼板切除，在所述单梁腹板处设置紧锁连接孔与所述柱两侧各设置的紧锁连接孔以螺栓紧锁连接。“Single beam overlap and continuous connection” means that when a single beam is selected from L-shaped steel, flat steel, or single-piece truss beam, it overlaps at the end of single beam, and the upper chord of single beam and/or single truss beam And/or the lower chord web is provided with a locking connection hole and a locking connection hole provided on each side of the column to be bolted and locked; when the single beam is selected from a C-shaped steel and/or a Z-shaped steel, the overlapping is continued The overlapping wings of the end of the single beam are cut off, and the locking connection holes are arranged at the single beam webs and the locking connection holes provided on both sides of the column are tightly connected by bolts.
“单梁连接件续接”是指在连接件设置紧锁连接孔分别与所述单梁腹板处设置紧锁连接孔/及所述柱两侧各设置的紧锁连接孔以螺栓紧锁连接，其中的连接件为L形型钢、U形型钢或平板形型钢"Single beam connector continuous connection" means that a locking connection hole is provided in the connecting member and a locking connection hole is respectively arranged at the single beam web and a locking connection hole provided on each side of the column is bolted tightly. Connection, the connecting piece is L-shaped steel, U-shaped steel or flat steel
本发明是关于一种双向连续双梁构成的三维轻钢构架，包括梁、檩条和/或桁条、柱、楼板(优选全部或部分为强化轻型复合楼板)、抗侧向力斜撑和/或拉杆，其中所述的梁为连续双梁，所述的连续双梁由结构相同或不相同的连续单梁组合而成；所述的连续双梁与柱于柱外缘两侧各置一连续单梁；所述的连续单梁与柱于节点处保持连续不间断。The present invention relates to a three-dimensional lightweight steel frame composed of a bidirectional continuous double beam, comprising beams, beams and/or beams, columns, floors (preferably all or part of a reinforced lightweight composite floor), anti-lateral force braces and/or Or a tie rod, wherein the beam is a continuous double beam, and the continuous double beam is composed of a continuous single beam of the same or different structure; the continuous double beam and the column are respectively disposed on two sides of the outer edge of the column. Continuous single beam; the continuous single beam and the column remain continuous at the node without interruption.
本发明进一步设有加强结构。使得双向连续双梁构成的三维轻钢构架的个别构件以及三维整体结构得以加强，所述构件生产与现场安装得以简化；所述构件可以平行组装，有利于所述构件更换与弹性调动；所述的连续单梁进一步采用单梁续接，解决全部为连续梁时的组装难题；所述型钢构件优选为采用镀锌钢卷裁切和/或冷湾滚压成型，所述构件可一次性滚压成型，有利于自动化生产以及所述构件生产与现场安装不须焊接，无任何破坏镀锌层的焊缝，可解决锈蚀问题；所述构件现场组装采用螺栓紧锁固定，非建筑专业人员使用简单工具即可安装；所述连续双梁与柱于柱外缘两侧各置一连续单梁的构法消除了安装过程中的误差积累；所述个别构件设有加强结构可以消除安装间隙所产生的不稳定性，进而降低建筑成本使其更加适于实用。The invention is further provided with a reinforcing structure. The individual components and the three-dimensional integral structure of the three-dimensional light steel frame formed by the two-way continuous double beam are strengthened, and the component production and on-site installation are simplified; the components can be assembled in parallel to facilitate the component replacement and elastic transfer; The continuous single beam further adopts a single beam continuous connection to solve the assembly problem when all are continuous beams; the steel member is preferably galvanized steel coil cutting and/or cold bay rolling forming, and the member can be rolled once. Compression molding, which is conducive to automated production and the production and on-site installation of the components without welding, without any welds that damage the galvanized layer, can solve the rust problem; the on-site assembly of the components is fixed by bolts, used by non-construction professionals The simple tool can be installed; the continuous double beam and the column are arranged with a continuous single beam on both sides of the outer edge of the column to eliminate the error accumulation during the installation process; the individual members are provided with a reinforcing structure to eliminate the installation gap The resulting instability, which in turn reduces construction costs, makes it more practical.
在本发明的一实施例中，本发明提出的双向连续双梁构成的三维轻钢构架设置了楼板和/或屋面(屋顶)、楼板部分或全部采用强化轻型复合楼板，以及可选的设置抗侧向力拉杆，使得三维整构架结构得以完善In an embodiment of the invention, the three-dimensional light steel frame formed by the bidirectional continuous double beam of the present invention is provided with a slab and/or roof (roof), a part of the slab or all of the reinforced lightweight composite slab, and an optional setting resistance Lateral force pull rods complete the three-dimensional frame structure
在本发明的一实施例中，双向连续双梁为平面交叉的两向度连续双梁，其中的双向(即两向度)的含义是指一个方向或向度的连续双梁与另一个方向或向度的连续双梁在和柱连接的节点处，两个向度的连续双梁上下交迭或穿插，形成抗弯矩、抗拉力或抗压力的机构。In an embodiment of the invention, the bidirectional continuous double beam is a plane-crossing two-dimensional continuous double beam, wherein the meaning of two-way (ie, two-direction) refers to one direction or a dimension of continuous double beam and the other direction. Or the continuous double beam of the dimension is at the node connected to the column, and the two continuous double beams are overlapped or interspersed to form a mechanism against bending moment, tensile force or pressure resistance.
在本发明的一实施例中，连续双梁由结构相同或不相同的连续单梁组合而成，有利于实用。 In an embodiment of the invention, the continuous double beam is composed of a continuous single beam of the same or different structure, which is advantageous for practical use.
在一般轻钢建筑中，轻型钢构配置大量所述小柱，梁柱接续困难。本发明提出的连续双梁与柱于柱外缘两侧各置一连续单梁，所述连续单梁与柱于节点处保持连续不间断；可减少梁续接误差积累,简化柱梁交接节点工艺。In the general light steel construction, the light steel structure is configured with a large number of the small columns, and the beam and column are difficult to connect. The continuous double beam and the column proposed by the invention are respectively provided with a continuous single beam on both sides of the outer edge of the column, and the continuous single beam and the column are continuously continuous at the node; the error accumulation of the beam continuous connection can be reduced, and the connection node of the beam and beam can be simplified Process.
在本发明的一实施例中，其中的柱包括结构主柱、小柱、砌块和/或填充墙体中垂直配置的补强柱、以及设于桁架梁中的柱；其中的结构主柱夹于双向连续双梁中间，小柱、砌块和/或填充墙体中垂直配置的补强柱夹于所述连续双梁中间；优选的，柱在一个方向的宽度相同，柱与墙体加强结构结合形成强固抗侧向力构架。In an embodiment of the invention, the column includes a structural main column, a small column, a reinforcing column vertically arranged in the block and/or the infill wall, and a column disposed in the truss beam; wherein the structural main column Sandwiched in the middle of the bidirectional continuous double beam, the vertical column of the reinforcing column in the small column, the block and/or the infill wall is sandwiched between the continuous double beams; preferably, the column has the same width in one direction, the column and the wall Strengthening structural bonding to form a strong anti-lateral force framework.
在本发明的一实施例中，其中的梁包括水平梁/或斜梁、桁架梁上弦梁和/或下弦梁、和/或地梁；所述的地梁使得柱的定位更加容易,构架与基础连接工序得以简化。在一优选的实施例中，其中的梁优选为双梁采用相同的单梁组合而成，所述的单梁采用单片桁架梁，该单片桁架梁包括上弦、下弦、抗剪力斜撑，上弦及下弦采用L形型钢，抗剪力斜撑采用L形型钢/或平板形型钢/或圆形型钢组成。该实施例中的地梁进一步可取代地圈梁降低造价成本。In an embodiment of the invention, the beam comprises a horizontal beam or a diagonal beam, a truss beam upper and/or a lower chord, and/or a ground beam; the ground beam makes the positioning of the column easier, the framework and The basic joining process is simplified. In a preferred embodiment, the beam is preferably a double beam formed by combining the same single beam, the single beam adopting a single piece truss beam, the single piece truss beam including upper string, lower string, shear resistance bracing The upper and lower strings are made of L-shaped steel, and the shear-resistant diagonal bracing is composed of L-shaped steel/plate-shaped steel/round steel. The ground beam in this embodiment can further replace the ring beam to reduce the cost of construction.
在本发明另一实施例中，连续双梁由结构相同或不相同的连续单梁组合而成；该连续单梁由选自L形型钢、C形型钢、Z形型钢、平板形型钢、单片桁架梁中的一种或多种构成；其中的檩和/或桁条为C形型钢、Z形型钢和/或单片桁架梁的一种或多种构成；该单片桁架梁包括上弦、下弦、抗剪力斜撑，所述上弦和/或下弦采用L形型钢；所述的柱采用C形型钢、开口方形型钢、弯折方形型钢、方形型钢一种或多种构成，所述开口方形型钢进一步于开口方形型钢之间灌注混凝土/或水泥砂浆。上述方案中，不同结构的连续单梁、柱、桁架梁可以根据实际需要进行选择和组合。In another embodiment of the present invention, the continuous double beam is composed of a continuous single beam of the same or different structure; the continuous single beam is selected from the group consisting of an L-shaped steel, a C-shaped steel, a Z-shaped steel, a flat steel, and a single-piece truss. One or more constituents of the beam; wherein the crucible and/or the purlins are one or more of a C-shaped steel, a Z-shaped steel, and/or a monolithic truss beam; the monolithic truss beam includes a winding and a lower string a shear-resistant bracing, wherein the upper and/or lower strings are L-shaped steel; the column is formed by one or more of a C-shaped steel, an open square steel, a bent square steel, and a square steel, the open square The section steel is further filled with concrete/or cement mortar between the open square sections. In the above solution, continuous single beams, columns and truss beams of different structures can be selected and combined according to actual needs.
在本发明的一实施例中，其中的连续单梁采用单片桁架梁,所述单片桁架梁包括上弦、下弦、立柱、斜撑，所述上弦和/或下弦采用L形型钢，所述立柱和/或斜撑选自L形型钢、平板形型钢和/或圆形型钢构成，所述单片桁架梁可以增加所述连续单梁的断面模数和/或，从而增强结构力，节省材料用量，所述的单片桁架梁能使不同向度的双梁之间穿插交叉，节省空间同时让柱梁节点受力均匀。In an embodiment of the invention, the continuous single beam adopts a single-piece truss beam, and the single-piece truss beam includes a top chord, a lower chord, a column, and a struts, and the upper chord and/or the lower chord adopt an L-shaped steel. The column and/or the bracing is composed of an L-shaped steel, a flat steel and/or a circular steel, and the single-piece truss beam can increase the section modulus and/or of the continuous single beam, thereby enhancing the structural force and saving The amount of material used, the single-piece truss beam can interspersed between the double beams of different dimensions, saving space and evenly stressing the column beam joints.
在本发明的一实施例中，其中的开口方形型钢进一步于开口方形型钢之间灌注混凝土和/或水泥砂浆。该实施例不需要设置加强部件，同时便于运输,节省运输空间。In an embodiment of the invention, the open square steel further injects concrete and/or cement mortar between the open square sections. This embodiment does not require the provision of reinforcing members, while facilitating transportation and saving transportation space.
在本发明的一实施例中，其中的弯折方形型钢采用钢板冷弯滚压成方形，钢板两端于方形转角扣合处作90度卷边，并于所述两端卷边各自采用拉钉间隔适当的距离拉合。这样有利于采用钢卷冷湾滚压成型加工，以及方形型钢柱四 个面皆可设置螺栓紧锁连接孔方便与双梁紧锁连接，所述于方形转角扣合处作90度卷边可加强薄钢板端部的稳定性,所述于所述两端卷边各自采用拉钉间隔适当的距离拉合可维持所述柱扣合处不张开。In an embodiment of the invention, the bent square steel is rolled into a square shape by cold bending of the steel plate, and the two ends of the steel plate are crimped at a 90-degree angle at a square corner joint, and each of the two ends is rolled. The staples are pulled at an appropriate distance. This is beneficial to the use of steel coil cold bay roll forming processing, as well as square steel column four Each of the faces can be provided with a bolt locking connection hole for convenient connection with the double beam, and the 90 degree curling at the square corner fastening can strengthen the stability of the end of the steel sheet, and the two ends are crimped Each of the nipples is spaced apart by a suitable distance to maintain the knuckle joints from opening.
在本发明的一实施例中，其中的连续单梁于所述梁腹板处设置紧锁连接孔与所述柱两侧各设置的紧锁连接孔以螺栓紧锁连接。这样简化了梁和柱的紧锁连接方式,简化加工工艺/及简化现场组装技术。In an embodiment of the invention, the continuous single beam is provided with a locking connection hole at the beam web and a locking connection hole provided on each side of the column to be tightly connected by a bolt. This simplifies the tight connection of the beam and column, simplifies the machining process and simplifies field assembly techniques.
在本发明的一实施例中，上述采用的L形型钢、C形型钢、Z形型钢、开口方形型钢进一步设有卷边。这样可增加薄钢板端部的稳定性。优选的，其中的C形型钢、Z形型钢的上下缘翼板的宽度不同，因此，其下缘嵌入可配合柱的宽度当作模板用，在灌浆时无接缝,而其上缘根据需要加宽，从而提高了抗拉力，从而更加具有实用性。In an embodiment of the invention, the L-shaped steel, the C-shaped steel, the Z-shaped steel, and the open square steel are further provided with a bead. This increases the stability of the end of the steel sheet. Preferably, the width of the upper and lower edge flaps of the C-shaped steel and the Z-shaped steel is different, and therefore, the lower edge is embedded in the width of the fitable column as a template, and there is no seam during grouting, and the upper edge is as needed Widening, which increases the tensile strength and thus is more practical.
在本发明的一实施例中，其中上述实施例中的L形型钢、C形型钢、Z形型钢、开口方形、弯折方形型钢、平板形型钢优选为采用镀锌钢卷裁切和/或冷湾滚压成型。该镀锌钢卷依据设计尺寸裁切和/或冷湾滚压成型，加工工序简单，同时无下脚料,节省人工成本及材料成本,有利于自动化生产。而且，在裁切/冷湾滚压成型加工过程中，不伤害镀锌层,不需做二次镀锌加工,节省经费。In an embodiment of the present invention, the L-shaped steel, the C-shaped steel, the Z-shaped steel, the open square, the bent square steel, and the flat steel in the above embodiment are preferably cut and/or galvanized steel coils. Cold Bay is rolled and formed. The galvanized steel coil is cut according to the design size and/or cold-rolled, and the processing procedure is simple, and there is no scrap, saving labor cost and material cost, which is beneficial to automatic production. Moreover, in the cutting/cold bay rolling forming process, the galvanized layer is not damaged, and no secondary galvanizing process is required, which saves money.
在本发明的实施例中，其中的连续单梁采用单梁续接。这样有利于三维构架组装，以及连续单梁过长构件的组装。同时能满足连续单梁在不同受力情况及不同功能需求情况下采用不同断面的需求。In an embodiment of the invention, the continuous single beam is continuous with a single beam. This facilitates the assembly of the three-dimensional framework as well as the assembly of the continuous single beam overlength members. At the same time, it can meet the requirements of different sections for continuous single beams under different stress conditions and different functional requirements.
在本发明的实施例中，其中的连续单梁采用单梁重叠续接。其中该连续单梁选自L形型钢、平板形型钢和/或单片桁架梁时，单梁重叠续接意指单梁重叠端部，在所述单梁和/或单片桁架梁的上弦/下弦腹板处设置紧锁连接孔与所述柱两侧各设置的紧锁连接孔以螺栓紧锁连接；其中所述的单梁选自C形型钢和/或Z形型钢时，其中的重叠续接是将单梁重叠端部的重叠翼板切除，在所述单梁腹板处设置紧锁连接孔与所述柱两侧各设置的紧锁连接孔以螺栓紧锁连接。In an embodiment of the invention, the continuous single beam is overlapped by a single beam. Where the continuous single beam is selected from the group consisting of an L-shaped steel, a flat steel and/or a single-piece truss beam, the single beam overlap continues to mean the overlapping end of the single beam, the winding of the single beam and/or the single truss beam a locking connection hole is provided at the lower stringing web and a locking connection hole provided on each side of the column is tightly connected by a bolt; wherein the single beam is selected from a C-shaped steel and/or a Z-shaped steel, wherein The overlapping splicing is to cut off the overlapping flaps of the overlapping ends of the single beams, and the locking connecting holes are arranged at the single beam webs to be tightly connected with the locking connecting holes provided on both sides of the column.
在本发明的实施例中，其中的连续单梁采用连接件续接。其中的连接件续接是指在连接件设置紧锁连接孔，其分别与所述单梁腹板处设置的紧锁连接孔和/或柱两侧各设置的紧锁连接孔以螺栓紧锁连接；所述连接件优选为U形型钢、平板形型钢。该方法可保持连续双梁的结构特点。In an embodiment of the invention, the continuous single beam is continuous with a connector. Wherein, the connecting member is connected to the connecting member, and the locking connecting hole is respectively arranged with the locking connecting hole provided at the single beam web and/or the locking connecting hole provided on both sides of the column to be locked by bolts. The connecting member is preferably a U-shaped steel or a flat steel. This method maintains the structural characteristics of the continuous double beam.
在本发明的一实施例中，其中部分或全部使用的强化轻型复合楼板包括轻型复合楼板、檩条、抗侧向力拉杆(优选为水平向抗侧向力拉杆)、和/或钢网水泥沙浆天花板以连接件结合成为一体。其中的轻型复合楼板设于檩条上方、水平向抗侧向力拉杆和/或钢网水泥沙浆天花板设于檩条下方；该轻型复合楼板与檩条有很好的连接，使得轻型复合楼板抗挫屈能力加强,所述檩上方也得到 良好的侧向约束，从而提高其抗挫屈能力,所述檩条下方设置抗侧向力拉杆和/或钢网水泥沙浆天花板，并与所述檩条具有连接,使得所述檩条下方得到良好的侧向约束，从而提高其抗挫屈能力。同时，使所述钢网水泥沙浆天花板抗挫屈能力加强，进而使得所述三维完整构架传递水平力的能力得以提高。In an embodiment of the invention, the reinforced lightweight composite floor slab used in part or in whole comprises a lightweight composite slab, a stringer, an anti-lateral force tie rod (preferably a horizontal anti-lateral force pull rod), and/or a stencil cement mortar. The ceiling is integrated with connectors. The light composite floor is placed above the purlin, the horizontal anti-lateral force rod and/or the stencil cement mortar ceiling is placed under the purlin; the light composite floor is well connected to the purlin to make the lightweight composite floor resist frustration Strengthened, the top of the raft is also obtained Good lateral restraint to increase its resistance to frustration, under which the anti-lateral force tie rod and/or stencil cement mortar ceiling is placed and connected to the stringer so that the side of the stringer gets a good side Restricted to increase its resistance to frustration. At the same time, the anti-frustration ability of the stencil cement mortar ceiling is enhanced, thereby enabling the ability of the three-dimensional complete frame to transmit horizontal forces.
在本发明的一实施例中，其中，轻型复合楼板优选的厚度约为压型钢板波浪顶部的高度50毫米以内。依据规范以及一般习惯,灌注混凝土和/或水泥砂浆厚度必须在压型钢板波浪顶部50毫米以上,而且需要设置钢筋或点焊钢筋网。而本方案中的轻型复合楼板主要承载力来自于压型钢板,所述灌注混凝土和/或水泥砂浆主要是提供波浪形或折叠形压型钢板沟槽上缘及下缘钢板的侧向约束力，进而提高其承载力,所以不需在所述混凝土和/或水泥砂浆内设置钢筋或点焊钢筋网,而仅仅需要设置防裂网/或防裂纤维。In an embodiment of the invention, the preferred thickness of the lightweight composite floor is about 50 mm above the height of the wave top of the profiled steel sheet. According to the norms and general habits, the thickness of the concrete and/or cement mortar must be more than 50 mm above the wave top of the profiled steel plate, and a steel bar or spot welded steel mesh is required. The main bearing capacity of the lightweight composite floor in the present scheme comes from the profiled steel plate, and the poured concrete and/or cement mortar mainly provides the lateral binding force of the upper edge of the groove of the corrugated or folded profiled steel plate and the lower edge of the steel plate. In turn, the bearing capacity is increased, so that it is not necessary to provide reinforcing steel or spot welded steel mesh in the concrete and/or cement mortar, and only the anti-cracking net/anti-cracking fiber needs to be provided.
在本发明的一实施例中，其中的连接件为加套管自攻螺丝,所述套管与自攻螺丝紧密贴合,所述套管一端或两端扩张形成承压垫片,所述自攻螺丝锁定所述压型钢板连接所述的檩条时,形成有效的剪力钉。In an embodiment of the invention, the connecting member is a sleeved self-tapping screw, the sleeve is closely attached to the self-tapping screw, and one end or both ends of the sleeve is expanded to form a pressure bearing gasket, When the self-tapping screw locks the profiled steel plate to connect the stringer, an effective shear pin is formed.
在本发明的一实施例中，其中的压型钢板通过连接件与其中的檩条结合，其中的连接件包括自攻螺丝、套管和/或承压垫片,所述套管与自攻螺丝紧密贴合，所述套管进一步采用端部扩张套管，所述端部扩张套管一端或两端扩张形成承压垫片。In an embodiment of the invention, the profiled steel sheet is joined to the stringer therein by a connecting member, wherein the connecting member comprises a tapping screw, a sleeve and/or a pressure bearing gasket, the sleeve and the self-tapping screw In close fitting, the sleeve further employs an end expansion sleeve, and the end expansion sleeve is expanded at one or both ends to form a pressure bearing gasket.
在优选实施例中，其中的檩条的间隔小于180厘米,降低了所述轻型复合楼板的厚度,进而减轻所述楼板重梁。In a preferred embodiment, wherein the spacing of the stringers is less than 180 centimeters, the thickness of the lightweight composite floor slab is reduced, thereby reducing the floor slab.
在本发明的一实施例中，其中的抗侧向力拉杆，拉紧楼板单一对角和/或双对角，可依结构设计须要灵活配置。所述拉杆优选为带钢，所述带钢以连接件与所述的檩条结合，所述连接件为自攻螺丝；所述带钢可以贴紧所述檩条方便装修同时方便采用所述自攻螺丝与所述的檩条结合。In an embodiment of the invention, the lateral force-resisting rods are tensioned and the single-diagonal and/or double-diagonal slabs can be flexibly configured according to the structural design. The tie rod is preferably a strip steel, the strip is combined with the stringer by a connecting member, and the connecting member is a self-tapping screw; the strip can be attached to the stringer for convenient decoration and convenient to adopt the self-tapping The screw is combined with the purlin.
在本发明的一实施例中，其中的钢网水泥沙浆天花板中的钢网优选为有筋扩张钢网，该有筋扩张钢网具有V形网骨与扩张网面，所述有筋扩张网以连接件与檩条结合，所述连接件为自攻螺丝/或气钢钉，所述水泥沙浆内置防裂网/或防裂纤维；所述钢网水泥沙浆天花板形成强固的蒙皮效应薄板,提供所述檩条及所述强化轻型复合楼板整体的防火效能。In an embodiment of the invention, the steel mesh in the stencil cement mortar ceiling is preferably a reinforced expanded steel mesh having a V-shaped mesh and an expanded mesh surface, the reinforced mesh The connecting member is combined with the stringer, the connecting member is a self-tapping screw/or a gas steel nail, and the cement mortar has a built-in crack-proof mesh/or crack-proof fiber; the steel mesh cement mortar ceiling forms a strong skin effect sheet. Providing the fire protection performance of the purlin and the reinforced lightweight composite slab as a whole.
在本发明的一实施例中，为了克服现有技术中“设有连续双梁结构的轻钢屋架”有些构件以及整体构架结构力不足的缺陷，在本发明的一实施例中，双向连续双梁构成的三维轻钢构架根据其具体构件的不同，例如，梁、檩条和/或桁条、柱、墙体、楼板和/或屋顶、抗侧向力斜撑和/或拉杆等，进一步对具体的构件设置一种或多种加强结构，从而提高具体构件以及整体构架的结构力。 In an embodiment of the present invention, in order to overcome the defects of the prior art "light steel roof truss with continuous double beam structure" and the insufficient structural strength of the overall frame structure, in one embodiment of the present invention, the bidirectional continuous double The three-dimensional light steel frame formed by the beam is further different according to its specific components, for example, beams, beams and/or beams, columns, walls, floors and/or roofs, anti-lateral force braces and/or tie rods, etc. The specific components are provided with one or more reinforcing structures to increase the structural forces of the particular components as well as the overall frame.
在现有轻钢屋架中，连续双梁凸出于柱外侧,墙体一侧如与柱一面平齐时,梁凸出墙体,装修不易,凸出外墙容易造成漏水；采用干式构法时,连续双梁间的空腔,形成火烟通路不利防火。为了克服该缺陷，在本发明一实施例中采用了嵌入式连续单梁，该嵌入式连续单梁为L形型钢、C形型钢、Z形型钢的上下缘于所述柱两边线以内处切除嵌入；墙体一侧如与柱一面平齐时,梁不凸出墙体,装修容易,不会造成漏水。采用干式构法时,连续双梁间的空腔被隔断,形成火烟阻隔利于防火。In the existing light steel roof truss, the continuous double beam protrudes from the outside of the column, and when the side of the wall is flush with the side of the column, the beam protrudes from the wall, the decoration is not easy, and the protruding outer wall is easy to cause water leakage; the dry construction method is adopted. When the cavity between the continuous double beams forms a fire smoke passage, it is unfavorable to prevent fire. In order to overcome this drawback, in an embodiment of the present invention, an embedded continuous single beam is adopted, and the embedded continuous single beam is an L-shaped steel, a C-shaped steel, and a Z-shaped steel whose upper and lower edges are cut off within the two sides of the column. Embedding; when one side of the wall is flush with one side of the column, the beam does not protrude from the wall, and the decoration is easy and does not cause water leakage. When the dry construction method is adopted, the cavity between the continuous double beams is blocked, and the fire smoke barrier is formed to facilitate fire prevention.
在一优选的实施例中，其中的加强结构是在桁架梁的下玄梁进一步采用开口方形型钢，该开口方形型钢开口向上(即朝向和其连接的其它部件)，切除与设于桁架梁中的柱及斜撑交迭处的钢板，该开口方形型钢两侧钢板设置紧锁连接孔，与所述桁架梁中的柱及斜撑设置的紧锁连接孔以螺栓连接。该方案有利于向开口方形型钢的空腔间灌注混凝土/或水泥砂浆。In a preferred embodiment, the reinforcing structure is further formed by an open square steel in the lower girders of the truss beam, the open square steel opening is upward (ie, facing other components connected thereto), and is cut and placed in the truss beam. The steel plate at the intersection of the column and the diagonal bracing is provided with a locking connection hole on the steel plate on both sides of the open square steel, and is bolted to the locking connection hole provided by the column and the diagonal bracing in the truss beam. This solution facilitates the pouring of concrete/or cement mortar between the cavities of the open square steel.
在本发明的一实施例中，其中的加强结构是可选择的在组成双向连续双梁构成的三维轻钢构架的梁和柱中心线交叉点设置定位孔；该定位孔于现场组装时以螺栓紧锁作假固定和/或以圆椎钢棒插入定位。由于所有构件皆于所述紧锁连接孔以螺栓连接,紧锁连接孔与螺栓间有施工间隙,所述间隙积累造成末端构件组装偏差,所述定位孔有利于消减间隙积累,使现场组装能快速精确定位。In an embodiment of the invention, the reinforcing structure is an optional positioning hole provided at the intersection of the beam and the column center line of the three-dimensional light steel frame formed by the bidirectional continuous double beam; the positioning hole is bolted at the time of field assembly False fixation and / or insertion with a circular steel bar. Since all the components are bolted to the locking connection hole, there is a construction gap between the locking connection hole and the bolt, and the gap accumulation causes the assembly deviation of the end member, and the positioning hole is beneficial for reducing the gap accumulation and enabling the field assembly. Quick and precise positioning.
在本发明的一实施例中，其中的加强结构是在双梁之间、和/或在所述的柱的空腔之间、和/或在桁架梁下弦梁的开口方形型钢的空腔间灌注混凝土和/或水泥砂浆。该加强部件可以增强轻钢构件强度与稳定性,分散螺栓对紧锁连接孔外围钢板的荷载,消除紧锁连接孔与螺栓间施工间隙所产生的结构不稳定性。In an embodiment of the invention, the reinforcing structure is between the double beams, and/or between the cavities of the columns, and/or between the cavities of the open square steel of the lower chord of the truss beam Fill concrete and / or cement mortar. The reinforcing member can enhance the strength and stability of the light steel component, disperse the load of the bolt on the steel plate surrounding the connecting hole, and eliminate the structural instability caused by the construction gap between the locking hole and the bolt.
在本发明的一实施例中，其中的加强结构是在构架校正后在螺栓紧锁件外围以自攻螺丝锁定作假固定，该自攻螺丝可于双梁之间、和/或在所述的柱的空腔之间、和/或在所述的桁架梁下弦梁的开口方形型钢的空腔间灌注混凝土/或水泥砂浆后移除。由于所有构件皆于紧锁连接孔以螺栓连接,紧锁连接孔与螺栓间有施工间隙无法稳定。由于自攻螺丝锁定无间隙,校正后以自攻螺丝锁定确保不位移,其中的混凝土和/或水泥砂浆灌注固结后紧锁连接孔与螺栓间无施工间隙，构架稳定。可选的，自攻螺丝可移除。In an embodiment of the invention, the reinforcing structure is fixed by a self-tapping screw on the periphery of the bolt locking member after the frame is corrected, the self-tapping screw may be between the double beams, and/or in the The concrete/or cement mortar is removed between the cavities of the columns and/or between the cavities of the open square sections of the lower chord of the truss girder. Since all the components are bolted at the locking connection holes, the construction gap between the locking connection holes and the bolts cannot be stabilized. Since the self-tapping screws are locked without gaps, the self-tapping screws are locked after the correction to ensure no displacement. After the concrete and/or cement mortar is poured and consolidated, there is no construction gap between the locking connecting holes and the bolts, and the frame is stable. Optional, self-tapping screws can be removed.
在本发明的一实施例中，其中的加强结构是在双梁之间、和/或在柱的空腔之间、和/或在桁架梁下弦梁的开口方形型钢的空腔间灌注混凝土和/或水泥砂浆。该加强结构可以增强轻钢构件强度与稳定性,分散螺栓对紧锁连接孔外围钢板的荷核载,消除紧锁连接孔与螺栓间施工间隙所产生的结构不稳定性。优选的，混凝土和/或水泥砂浆内设置用于加强结构强度的钢构件，钢构件可选 为钢棒、或箍筋或预应力钢线。钢构件进一步可以增强构件抗拉力及抗压力。进一步优选的，其中的箍筋选自方型箍筋、圆形箍筋和/或螺旋形箍筋/或圆形钢网。箍筋可以增混凝土/或水泥砂浆抗压能力。进一步优选的，其中的预应力钢线进一步为加设套管的预应力钢线。这样可以增强预应力钢线的抗拉强度，减少构件受力产生的变位。In an embodiment of the invention, the reinforcing structure is filled between the double beams, and/or between the cavities of the columns, and/or between the cavities of the open square steel of the lower beams of the truss beams and / or cement mortar. The reinforcing structure can enhance the strength and stability of the light steel component, and the dispersing bolt can load the core load of the steel plate around the connecting hole, and eliminate the structural instability caused by the construction gap between the locking connecting hole and the bolt. Preferably, steel members for reinforcing structural strength are provided in the concrete and/or cement mortar, and the steel members are optional For steel bars, or stirrups or prestressed steel wires. The steel member further enhances the tensile strength and pressure resistance of the member. Further preferably, the stirrups are selected from the group consisting of square stirrups, round stirrups and/or spiral stirrups or round steel mesh. The stirrups can increase the compressive capacity of the concrete and/or cement mortar. Further preferably, the prestressed steel wire is further a prestressed steel wire to which a sleeve is added. This can enhance the tensile strength of the prestressed steel wire and reduce the displacement caused by the force of the component.
在本发明的一实施例中，其中的柱包括结构主柱、小柱、砌块和/或填充墙体中配置(优选垂直配置)的补强柱、以及设于桁架梁中的柱及斜撑，上述的钢棒、套管、预应力钢线穿过所述的柱；所述的钢棒、套管、预应力钢线始能连续不被截断。In an embodiment of the invention, the column includes a structural main column, a small column, a reinforcing column disposed in the block and/or the infill wall (preferably vertically disposed), and a column and a slope disposed in the truss beam The above-mentioned steel bar, casing and prestressed steel wire pass through the column; the steel bar, the casing and the prestressed steel wire can be continuously cut off.
在本发明的一实施例中，其中的连续单梁在梁腹板处设置紧锁连接孔与柱两侧各设置的紧锁连接孔以螺栓紧锁连接。由于双向连续双梁构成的三维轻钢构架的构件大多采用冷弯薄壁型钢,所述螺栓对紧锁连接孔外围钢板的荷核载形成脆弱点。优选对轻钢结构设置加强结构，该加强结构是在梁或柱紧锁连接孔外围设置用于补强的增厚钢板；该增厚钢板分散螺栓对紧锁连接孔外围钢板的核载。增厚钢板采用外加钢板以卯接和/或无卯接和/或焊接方式与梁或柱接合。因此材料节省，工艺简易，有利自动化作业。In an embodiment of the invention, the continuous single beam is provided with a locking connection hole at the beam web and a locking connection hole provided on each side of the column to be tightly connected by a bolt. Since the components of the three-dimensional light steel frame composed of the two-way continuous double beam are mostly cold-formed thin-walled steel, the bolts form a weak point on the load-bearing load of the steel plate surrounding the connection hole. Preferably, the reinforcing structure is provided for the light steel structure, and the reinforcing structure is provided with a thickened steel plate for reinforcing the periphery of the beam or the column locking connection hole; the thickened steel plate dispersing the bolt to the nuclear load of the steel plate surrounding the connecting hole. The thickened steel plate is joined to the beam or column by means of an additional steel plate for splicing and/or without splicing and/or welding. Therefore, the material is saved, the process is simple, and the automation operation is facilitated.
在本发明的一实施例中，其中的加强结构是在梁紧锁连接孔外围冲压凹槽，该冲压凹槽嵌入所述的柱的紧锁连接孔进行加强。这种结构使得螺栓紧锁连接件紧锁后，与墙体平齐，使得装修容易。进一步的，所述梁紧锁连接孔外围冲压凹槽嵌入所述的柱,所述柱的空腔之间灌注混凝土和/或水泥砂浆，从而形成强固及无间隙的连接。In an embodiment of the invention, the reinforcing structure is a punching groove at the periphery of the beam locking connecting hole, and the punching groove is embedded in the locking connecting hole of the column for reinforcement. This structure makes the bolt locking connector tightly locked and flush with the wall, making the decoration easy. Further, a peripheral punching groove of the beam locking connection hole is embedded in the column, and concrete and/or cement mortar is poured between the cavities of the column to form a strong and gapless connection.
在本发明的一实施例中，其中的加强结构是在双梁外侧迭加构件加强。由于所述构件大多采用冷弯薄壁型钢,所述螺栓对紧锁连接孔外围钢板的荷核载形成脆弱点，尤其在应力集中构件部位例如垂直向抗侧向力斜撑外围相关节点。本发明的方案在双梁外侧迭加构件加强,分担原有连续双梁与所述节点的应力。而且，该迭加构件加强只是针对整支梁结构力不足处加强,不需要整支梁断面加强,可节省材料。优选的，配合所述双梁形式，其中的迭加构件可为L形型钢、U形型钢、C形型钢、平板形型钢、方形型钢和/或方木。特别的，采用方木时以断绝冷桥。冷桥是轻钢钢构在寒冷地区的重大缺点，这是因为钢是很好的传热体，会将热外传或将冷导入。In an embodiment of the invention, the reinforcing structure is reinforced by superimposing members on the outer side of the double beam. Since most of the members are cold-formed thin-walled steel, the bolts form a weak point on the load-carrying load of the steel plate surrounding the connecting hole, especially at the stress-concentrating member portion, for example, a vertical anti-lateral force bracing peripheral related node. The solution of the invention is reinforced on the outer side of the double beam, and the stress of the original continuous double beam and the joint is shared. Moreover, the reinforcement of the superimposed member is only strengthened for the insufficient structural force of the whole beam, and the cross section of the entire beam is not required to be reinforced, which can save materials. Preferably, in the form of the double beam, the superposed member may be an L-shaped steel, a U-shaped steel, a C-shaped steel, a flat steel, a square steel and/or a square wood. In particular, the use of square wood to cut off the cold bridge. Cold bridges are a major disadvantage of light steel in cold areas because steel is a good heat transfer body that will pass heat or cold.
在本发明的一实施例中，其中的加强结构是在所述的双梁与所述的外侧叠加构件之间增设热传导绝缘垫片。叠加构件采用所述L形型钢、U形型钢、C形型钢、平板形型钢和/或方形型钢时,所述的双梁与所述的外侧叠加构件之间增设热传导绝缘垫片以隔断冷桥。 In an embodiment of the invention, the reinforcing structure is such that a thermally conductive insulating spacer is added between the double beam and the outer superposed member. When the superimposed member adopts the L-shaped steel, the U-shaped steel, the C-shaped steel, the flat steel and/or the square steel, a heat conductive insulating gasket is added between the double beam and the outer superposed member to block the cold bridge .
在本发明的一实施例中，其中的柱包括结构主柱、小柱、砌块和/或填充墙体中配置的补强柱，在柱的外围以点焊钢丝网和/或编织钢丝网和/或扩张钢丝网包裹，并与所述砌块墙体间用水泥砂浆结合，从而形成加强结构。该加强结构可以将砌块墙体与所述双向连续双梁构成的三维轻钢构架整体构架结合,让整体构架结构得以加强。In an embodiment of the invention, the column includes a structural main column, a small column, a block and/or a reinforcing column disposed in the infill wall, and a spot welded steel wire mesh and/or a woven wire mesh on the periphery of the column And/or expanding the wire mesh package and bonding with the cement mortar between the block walls to form a reinforcing structure. The reinforcing structure can combine the block wall with the three-dimensional light steel frame integral frame formed by the two-way continuous double beam, so that the overall frame structure can be strengthened.
在本发明的一实施例中，其中的加强结构是克服了现有技术中存在的缺陷，例如预埋螺栓固定连接件仅固定于一体化定位钢架构件的底部一个点，无法维持垂直，施工中易被碰撞松动,同时所述预埋螺栓必须于基础混凝土达到一定强度后始能组装并锁定钢架。本实施例中所述的加强结构是在设有预埋螺栓加强垫片的一体化定位钢架中设置螺栓加强垫片，所述螺栓加强垫片设置于所述C形型钢预埋螺栓孔上方，所述螺栓加强垫片设置螺栓定位连接孔固定预埋螺栓；所述预埋螺栓可维持垂直,所述预埋螺栓于施工中不易被碰撞松动。优选的，其中的预埋螺栓进一步于所述螺栓加强垫片下方和/或所述C形型钢预埋螺栓孔下方锁上防拉拔螺母；该防拉拔螺母可以防止钢构组装定位后与预埋螺栓紧锁时将螺栓拔出,因此不需于基础混凝土达到一定强度后始能进行钢构组装并锁定,可节省施工期限。In an embodiment of the invention, the reinforcing structure overcomes the defects existing in the prior art. For example, the embedded bolt fixing connector is only fixed at a point on the bottom of the integrally positioned steel frame member, and cannot maintain vertical, construction. The medium is easily bumped and loose, and the embedded bolt must be assembled and locked to the steel frame after the foundation concrete reaches a certain strength. The reinforcing structure described in the embodiment is provided with a bolt reinforcing gasket in an integrated positioning steel frame provided with a pre-embedded bolt reinforcing gasket, and the bolt reinforcing gasket is disposed above the C-shaped steel embedded bolt hole The bolt reinforcing spacer is provided with a bolt positioning connecting hole for fixing the pre-embedded bolt; the pre-embedded bolt can maintain a vertical position, and the pre-embedded bolt is not easily loosened by collision during construction. Preferably, the embedded bolt further locks the pull-proof nut under the bolt reinforcing gasket and/or below the C-shaped steel embedded bolt hole; the pull-proof nut can prevent the steel structure from being assembled and positioned When the embedded bolt is locked, the bolt is pulled out. Therefore, it is not necessary to assemble and lock the steel structure after the foundation concrete reaches a certain strength, thereby saving the construction period.
在现有技术中，连续双梁与柱于柱外缘两侧各置一梁,所述柱的断面大小往往受限于双向连续双梁无法加大形成整体结构的脆弱环节，若以其他断面所述的柱取代，会造成双向连续双梁构成的三维轻钢构架组装困难。在本发明的一实施例中，在结构主柱外侧以钢柱和/或钢筋混凝柱包裹，钢柱与结构主柱间灌柱混凝土或水泥沙浆；该钢柱作为假组装的构件仅承担组装荷载,结构柱的结构力由结构柱外侧的钢柱和/或钢筋混凝土柱包裹取代。该钢柱和/或钢筋混凝土柱于梁柱交叉节点可选择中断和/或连续,具体可根据整体结构情况调整。In the prior art, a continuous double beam and a column are respectively disposed on both sides of the outer edge of the column, and the sectional size of the column is often limited by the fact that the bidirectional continuous double beam cannot increase the fragile link of the integral structure, if other sections are The replacement of the column causes difficulty in assembling the three-dimensional light steel frame composed of the bidirectional continuous double beam. In an embodiment of the invention, the steel column and/or the reinforced concrete column are wrapped on the outer side of the main column of the structure, and the concrete column or cement mortar is filled between the steel column and the main column of the structure; the steel column is only assumed as a false assembled component. Assembling the load, the structural forces of the structural column are replaced by steel columns and/or reinforced concrete columns on the outside of the structural column. The steel column and/or reinforced concrete column may be interrupted and/or continuous at the beam-column intersection, and may be adjusted according to the overall structure.
在本发明的一实施例中，其中在连续双梁之间设置预制混凝土墙板和/或预制轻质混凝土墙板和/或预制中空混凝土墙板。这样缩短了工期，降低了人工成本。In an embodiment of the invention, precast concrete wall panels and/or prefabricated lightweight concrete wall panels and/or precast hollow concrete wall panels are disposed between successive double beams. This shortens the construction period and reduces labor costs.
在本发明的一实施例中，其中，为了克服蒙皮效应墙体中隔断材料层造成有筋扩张网无法与龙骨很好的接合、从而导致单侧蒙皮效应减损的缺陷,本发明在所述设置隔断材料层一侧设置抗侧向力拉杆,从而避免了单侧蒙皮效应减损的缺陷。优选的，其中的抗侧向力拉杆优选为带钢，所述带钢以连接件与柱结合，所述连接件为自攻螺丝；所述带钢可以贴紧所柱方便隔断材料层与有筋扩张网的设置,同时方便采用所述自攻螺丝与所述的柱结合。In an embodiment of the present invention, in order to overcome the defect that the reinforced mesh is not able to be well joined with the keel in order to overcome the layer of the partition material in the skin effect wall, thereby causing the defect of the one-side skin effect, the present invention is An anti-lateral force pull rod is disposed on one side of the partition material layer, thereby avoiding the defect of the one-side skin effect loss. Preferably, the anti-lateral force pull rod is preferably a strip steel, the strip is combined with the column by a connecting member, the connecting member is a self-tapping screw; the strip steel can be closely attached to the column to facilitate the partition of the material layer and The arrangement of the rib expansion net is convenient to combine with the column by using the self-tapping screw.
进一步的，在本发明的一实施例中，其中的蒙皮效应墙体进一步设有加强部件，所述的加强部件包括固定垫片和防裂设施，所述的固定垫片密贴在所述 的V型网骨凹槽内作为所述气枪钉固定座；所述的固定垫片材质优选为硬质塑料；优选的，具有蒙皮效应结构墙体包括所述的柱，所述的柱包括结构主柱、和/或小柱，所述的结构主柱和/或小柱的型钢壁较厚一般气钢钉不易钉入,所述固定垫片提供较佳的气钢钉钉入约束,可提高贯穿力让有筋扩张网与所述柱有强固的结合；所述的防裂设施系在水泥砂浆层内置玻璃纤维网、或金属点焊网、或纤维混凝土所添加的纤维。优选的，采用气枪钉快速固定所述有筋扩张网，避免水泥砂浆层龟裂，增强墙体的蒙皮效应。Further, in an embodiment of the invention, the skin effect wall body is further provided with a reinforcing member, the reinforcing member comprises a fixing gasket and a crack prevention device, and the fixing gasket is closely attached to the The V-shaped mesh groove is used as the air gun nail holder; the fixing gasket material is preferably a hard plastic; preferably, the skin effect structure wall includes the column, and the column includes The structural main column, and/or the small column, the structural steel column of the main column and/or the small column is thick, and the gas steel nail is not easy to be nailed, and the fixing gasket provides a better gas steel nail nailing constraint. The penetration force can be increased to allow the reinforced mesh to be strongly bonded to the column; the crack prevention device is a fiberglass mesh, or a metal spot welded wire mesh, or a fiber concrete added fiber cement layer. Preferably, the reinforced mesh is quickly fixed by using an air gun nail to avoid cracking of the cement mortar layer and enhance the skinning effect of the wall.
现有技术公开了一种设有拉结式钢网结构的墙体，该墙体包括钢网、横向拉结构件、纵向定位支撑构件和填充层，其中填充层填充于两侧的钢网之间，两侧的钢网和纵向定位支撑构件固定连接，横向拉结构件穿过填充层，其两端分别固定于和两侧钢网固定连接的纵向定位支撑构件上；所述的钢网、横向拉结构件、纵向定位支撑构件和填充层一体形成设有拉结式钢网结构的墙体。但是，该纵向定位支撑构件不够稳固，无法定位所述的钢网和/或墙体，同时容易造成粉刷层顺纵向定位支撑构件龟裂。本发明的一实施例公开了金属有筋扩张钢网拉结式墙体，该墙体包括所述的柱、设于梁与柱间的斜撑、金属有筋扩张钢网、拉结件、和/或绝缘层、和/或金属有筋扩张钢网V形网骨墙外侧的垂直支撑构件，所述的金属有筋扩张钢网设置于所述的柱两侧，所述一侧的金属有筋扩张网通过所述的固定件固定于所述的柱，所述的固定件为自攻螺丝和/或气枪钉；所述一侧的金属有筋扩张钢网可以稳固定位，所述墙体能依附所述柱和/或斜撑保持精确定位。The prior art discloses a wall body having a spliced steel mesh structure, the wall body comprising a steel mesh, a lateral pulling structural member, a longitudinal positioning supporting member and a filling layer, wherein the filling layer is filled with steel mesh on both sides The steel mesh on both sides and the longitudinal positioning support member are fixedly connected, and the lateral pulling structural member passes through the filling layer, and the two ends thereof are respectively fixed on the longitudinal positioning supporting members fixedly connected with the steel mesh on both sides; the steel mesh, The lateral pull structure, the longitudinal positioning support member and the filling layer integrally form a wall provided with a pull-type stencil structure. However, the longitudinal positioning support member is not sufficiently stable to position the steel mesh and/or the wall, and it is easy to cause the whitewashing layer to be longitudinally positioned to support the member crack. An embodiment of the invention discloses a metal reinforced expanded steel mesh spliced wall body, the wall body comprising the pillar, the diagonal bracing disposed between the beam and the column, the metal reinforced expanded steel mesh, the drawing component, And/or an insulating layer, and/or a vertical support member on the outside of the V-shaped mesh wall of the metal-reinforced expanded steel mesh, said metal-reinforced expanded steel mesh being disposed on both sides of said column, said metal on one side The reinforced mesh is fixed to the column by the fixing member, the fixing member is a self-tapping screw and/or an air gun nail; and the metal reinforced expanded steel mesh on the one side can be stably fixed, the wall The physical energy is attached to the column and/or the braces to maintain precise positioning.
进一步的，在本发明的一实施例中，拉结件拉结金属有筋扩张钢的V形网骨和/或置于金属有筋扩张钢外侧与V形网骨垂直的支撑构件，所述的金属有筋扩张钢外侧与V形网骨垂直的支撑构件于所述填充层完成后保留/或撤除；由于一面金属有筋扩张钢已固定在所述的柱与斜撑上，所以不需要所述的纵向定位支撑构件，所述的拉结件直接拉结金属有筋扩张钢的V形网骨，使拉结力稳固和平均；所述的与金属有筋扩张钢外侧V形网骨垂直的支撑构件于填充层填充时可以增强金属有筋扩张钢结构力，填充层固结后没有侧向推力，所述垂直的支撑构件撤除不会造成墙体外扩，同时不会造成粉刷层沿着纵向定位支撑构件发生龟裂。Further, in an embodiment of the invention, the drawing member pulls the V-shaped mesh bone of the metal-reinforced steel and/or the supporting member placed on the outside of the metal-reinforced expanded steel and perpendicular to the V-shaped mesh bone, The support member of the metal reinforced expanded steel perpendicular to the V-shaped mesh is retained/removed after completion of the filling layer; since one metal reinforced expanded steel is fixed on the column and the struts, it is not required The longitudinally positioning supporting member, the pulling member directly pulls a V-shaped mesh bone of the metal-reinforced steel to make the pulling force stable and average; and the metal-shaped expanded steel outer V-shaped mesh bone The vertical support member can enhance the metal reinforced expanded steel structure force when the filling layer is filled, and there is no lateral thrust after the filling layer is consolidated, and the vertical support member removal does not cause the wall to expand outside, and does not cause the stucco layer to be formed. Cracking occurs in the support member along the longitudinal direction.
在本发明的一实施例中，其中的柱与柱之间设置所述抗侧向力拉杆，所述的抗侧向力拉杆优选为带钢；不凸出墙面便于后续墙面施工工序或装修；所述带钢上端设置紧锁连接孔与柱的紧锁连接孔以螺栓紧锁；便于施工；带钢下端设置拉紧孔便于拉紧；所述带钢下端折弯90度与所述柱于设置抗侧向力拉杆一侧以及所述柱另一侧分别以自攻螺丝固定；所述带钢拉紧定位后，在设置抗侧 向力拉杆一侧以自攻螺丝与柱假固定，再于所述带钢下端折弯90度，服贴于柱另一侧后，以自攻螺丝做最终锁定，所述的最终锁定和折弯90度的磨擦力一起能高效的发挥带钢断面抗拉强度的优势。In an embodiment of the invention, the anti-lateral force pull rod is disposed between the column and the column, and the anti-lateral force pull rod is preferably a strip steel; the wall surface is not protruded to facilitate the subsequent wall surface construction process or Renovation; the upper end of the strip is provided with a locking connection hole and a locking connection hole of the column to be tightly locked by bolts; the construction is convenient; the lower end of the strip is provided with a tensioning hole for tensioning; the lower end of the strip is bent 90 degrees and the The column is fixed by a self-tapping screw on one side of the anti-lateral force rod and the other side of the column; after the strip is tensioned, the anti-side is set One side of the force rod is fixed with a self-tapping screw and a column, and then bent at a lower end of the strip at 90 degrees, and after being applied to the other side of the column, the final locking is performed with a self-tapping screw, and the final locking and folding are performed. The 90-degree friction force can effectively exert the advantage of the tensile strength of the strip section.
在本发明的一实施例中，其中的地梁优选为连续双梁，所述的连续双梁采用结构相同的连续单梁组合而成，所述的连续单梁采用单片桁架梁,所述单片桁架梁包括上弦、下弦、立柱、斜撑，所述上弦/及下弦采用L形型钢，所述立柱/及斜撑采用L形型钢/或平板形型钢/或圆形型钢组成，所述的地梁进一步采用混凝土灌柱包覆。所述地梁能形成良好的抗剪力与抗湾矩机构。In an embodiment of the invention, the ground beam is preferably a continuous double beam, the continuous double beam is formed by combining a continuous single beam of the same structure, and the continuous single beam adopts a single piece truss beam, The monolithic truss beam comprises a top chord, a lower chord, a column, a struts, the upper chord and the lower chord are L-shaped steel, and the column and the struts are composed of an L-shaped steel piece or a flat-shaped steel piece or a circular shape steel, The ground beam is further covered with a concrete filling column. The ground beam can form a good shear resistance and anti-bay mechanism.
借由上述技术方案，本发明提出的双向连续双梁构成的三维轻钢构架至少具有下列优点：With the above technical solution, the three-dimensional light steel frame composed of the bidirectional continuous double beam proposed by the invention has at least the following advantages:
本发明提出的双向连续双梁构成的三维轻钢构架使得轻钢构件生产得以简化,生产设备投资小；采用螺栓紧锁固定,现地安装得以简化,非建筑专业技术者都能参与施工；双梁夹柱的构法构件可以平行组装，利于构件更换与弹性调动，同时方便现场组装；型钢构件优选为采用镀锌钢卷裁切/或冷湾滚压成型，构件可一次性滚压成型，有利于自动化生产；所述构件生产与现地安装不须焊接，不破坏镀锌层有利于防锈蚀；部分构件及整体结构的加强有利于采用传统湿式墙体构造，例如砖石砌块、混凝土、土等重型建筑材料以及回收旧建材都能够搭配使用,使得进而降低建筑成本使其更加适于实用；特别的，连续双梁与柱于柱外缘两侧各置一连续单梁的构法消除了安装过程中的误差积累。The three-dimensional light steel frame composed of the bidirectional continuous double beam proposed by the invention simplifies the production of the light steel component, and the investment in the production equipment is small; the bolting is used for the installation, the installation is simplified, and the non-construction professional can participate in the construction; The structural members of the beam clamp can be assembled in parallel, which facilitates component replacement and elastic transfer, and facilitates on-site assembly; the steel member is preferably galvanized steel coil cutting/cold rolling, and the component can be rolled at one time. Conducive to automated production; the production of the components and the existing installation do not need to be welded, does not damage the galvanized layer is conducive to rust prevention; the reinforcement of some components and the overall structure is conducive to the use of traditional wet wall construction, such as masonry blocks, concrete Heavy construction materials such as earth and earth and recycled old building materials can be used together, which makes the construction cost lower and more suitable for practical use; in particular, the construction method of continuous double beams and columns on each side of the outer edge of the column is a continuous single beam. Eliminates the accumulation of errors during the installation process.
借由上述技术方案，本发明具有上述诸多的优点及实用价值，并在同类产品中未见有类似的结构设计公开发表或使用而确属创新，其不论在产品的结构或功能上皆有较大的改进，在技术上有较大的进步，并产生了好用及实用的效果，且较现有的轻钢屋架具有增进的多项功效，从而更加适于实用，而具有产业的广泛利用价值，诚为一新颖、进步、实用的新设计。Through the above technical solutions, the present invention has many advantages and practical values as described above, and no similar structural design is disclosed or used in the same product, and it is innovative, regardless of the structure or function of the product. The big improvement has made great progress in technology, and has produced good and practical effects. Compared with the existing light steel roof trusses, it has many advantages, which is more suitable for practical use and has extensive use in the industry. Value, sincerity is a new, progressive, practical new design.
为了能够更清楚的说明本发明的技术方案，并可依照说明书的内容予以实施，以下结合本发明的附图及具体实施方式详细说明。The technical solutions of the present invention can be more clearly explained and can be implemented in accordance with the contents of the specification, which will be described in detail below with reference to the drawings and specific embodiments of the present invention.
附图说明DRAWINGS
图1示出的是本发明双向连续双梁所构成的三维轻钢构架示意图。Figure 1 is a schematic view of a three-dimensional light steel frame constructed by the bidirectional continuous double beam of the present invention.
图2示出的是本发明所述的梁柱断面及梁柱灌浆加强结构示意图；2 is a schematic view showing a beam-column section and a beam-column grouting reinforcement structure according to the present invention;
图3示出的是本发明所述的单梁续接示意图。Figure 3 is a schematic view of the single beam continued connection of the present invention.
图4示出的是本发明所述的)强化轻型复合楼板31示意图。Figure 4 shows a schematic view of a reinforced lightweight composite floor panel 31 of the present invention.
图5示出的是本发明所述的嵌入式连续单梁及带钢拉杆弯折锁定加强结构 示意图。Figure 5 shows the embedded continuous single beam and strip steel rod bending locking reinforcement structure according to the present invention. schematic diagram.
图6示出的是本发明所述的单片桁架梁15示意图。Figure 6 shows a schematic view of a single piece truss beam 15 of the present invention.
图7示出的是本发明所述的桁架梁13示意图。Figure 7 shows a schematic view of the truss beam 13 of the present invention.
图8示出的是本发明所述的梁柱紧锁连接孔增厚钢板13及冲压凹槽71补强示意图。FIG. 8 is a schematic view showing the reinforcement of the beam-column locking connection thickened steel plate 13 and the punching groove 71 according to the present invention.
图9示出的是本发明所述的局部构架加强结构示意图。Figure 9 is a schematic view showing the partial frame reinforcing structure of the present invention.
图10示出的是本发明所述的一体定位钢架55示意图。Figure 10 is a schematic view of the integrally positioned steel frame 55 of the present invention.
图11示出的是本发明所述的复合式具有蒙皮效应结构墙体62示意图。Figure 11 is a schematic view of a composite walled structure 62 having a skin effect structure in accordance with the present invention.
图12示出的是本发明所述的具有蒙皮效应结构墙体加强固定垫片517示意图。Figure 12 is a schematic view of a wall-reinforced reinforcing spacer 517 having a skin effect structure according to the present invention.
图13示出的是本发明所述的有筋扩张网拉结示墙体64示意图。Figure 13 is a schematic view of the ribbed expanded mesh splicing wall 64 of the present invention.
图14示出的是本发明所述的结构主柱外侧设置加强部件24示意图。Fig. 14 is a schematic view showing the reinforcing member 24 disposed outside the main column of the structure according to the present invention.
其中，说明书中的序号不是对本发明的限制，在具体实施例中，其指代含义如下：Herein, the serial number in the specification is not a limitation of the present invention, and in the specific embodiment, the meaning is as follows:
1：梁1: beam
11：水平梁  12：屋顶斜梁  13：桁架梁   131：桁架梁上弦梁11: horizontal beam 12: roof inclined beam 13: truss beam 131: truss beam upper string beam
132：桁架梁下弦梁        134：桁架梁斜撑    14：地梁132: truss girder lower traverse 134: truss girder bracing 14: ground beam
15：单片桁架梁   151：单片桁架梁上弦梁  152：单片桁架梁下弦梁15: Single truss beam 151: Single truss beam upper chord 152: Single truss beam lower chord
153：单片桁架梁斜撑     16：檩条/桁条153: Single piece truss beam struts 16: 桁 / 桁
1/L:L形型钢梁  1/U:U形型钢梁  l/C:C形型钢梁   l/Z:Z形型钢梁1/L: L-shaped steel beam 1/U: U-shaped steel beam l/C: C-shaped steel beam l/Z: Z-shaped steel beam
l/P:平版形型钢梁     1/W:方木梁l/P: stencil-shaped steel beam 1/W: square beam
2：柱2: Column
21：主柱    22：小柱   23：墙体补强柱21: Main column 22: Small column 23: Wall reinforcement column
24：结构主柱外侧设置加强部件    213：桁架梁立柱    214：钢柱24: Reinforcement parts are arranged outside the main column of the structure. 213: truss beam column 214: steel column
215：混凝土柱      2/u:U形型钢柱    2/C:  C形型钢柱215: Concrete column 2/u: U-shaped steel column 2/C: C-shaped steel column
2/RO:开口矩形型钢柱         2/RC:弯折方形型钢柱2/RO: open rectangular steel column 2/RC: bent square steel column
3：楼板3: Floor
31：强化轻型复合楼板  311：轻型复合楼板31: Strengthening light composite floor 311: Light composite floor
32：钢网水泥天花板 32: steel mesh cement ceiling
41：斜撑  42：拉杆41: diagonal support 42: drawbar
501：螺栓  502：自攻螺丝  503：热传导绝缘垫片501: Bolt 502: Self-tapping screw 503: Thermally conductive insulating gasket
505:圆钢    506:箍筋    507：预应力钢线  508：预应力钢线套管505: round steel 506: stirrup 507: prestressed steel wire 508: prestressed steel wire casing
509:卯钉    510:拉钉      511: 迭加构件      512:续接连接板509: 卯 nail 510: rivet 511: superimposed member 512: continuation of connecting plate
513:套管    5131:端部扩张套管     514:承压垫片  515:气钢钉513: Sleeve 5131: End expansion sleeve 514: Pressure washer 515: Gas steel nail
516:钢筋    517:加强固定垫片     518:增厚钢板516: Reinforcing steel 517: Reinforced fixed gasket 518: Thickened steel plate
51:压型钢板连接件    52:压型钢板     53:钢网51: Profiled steel plate connector 52: Profiled steel plate 53: Steel mesh
531:防裂网和/或防裂纤维   54:有筋扩张网   541:有筋扩张网网骨531: Anti-cracking mesh and / or crack-proof fiber 54: reinforced mesh 541: reinforced mesh reinforced bone
55:一体定位钢构件    551:一体定位C形型钢55: One-piece positioning steel member 551: One-piece positioning C-shaped steel
552:预埋螺栓加强垫片     553:预埋螺栓      554:角马552: Pre-embedded bolt reinforcement gasket 553: Pre-embedded bolt 554: Wildebeest
555:防拉拔螺母555: pull-out nut
60:混凝土     601:混凝土/或水泥砂浆     61:水泥砂浆60: Concrete 601: Concrete / or cement mortar 61: Cement mortar
62:复合式具有蒙皮效应结构墙体  621:具有蒙皮效应结构墙面62: composite wall with skin effect structure 621: wall with skin effect structure
63:砌块墙体   64:有筋扩张钢网拉结式墙体   65:绝缘层63: Block wall 64: Reinforced expanded steel mesh knotted wall 65: Insulation
66:填充墙体     67:墙体拉结件   68:预制混凝土墙版66: Infill wall 67: Wall drawing piece 68: Precast concrete wall version
70：紧锁连接孔    71:冲压凹槽      72：拉紧孔70: Tightening connection hole 71: Stamping groove 72: Tightening hole
具体实施方式detailed description
为更进一步阐述本发明为达成预定发明目的所采取的技术手段及功效,以下结合附图及较佳实施例，对依据本发明提出的双向连续双梁所构成的三维轻钢构架其具体实施方式、结构、特征及其功效，详细说明如后。In order to further illustrate the technical means and efficacy of the present invention for achieving the intended purpose of the present invention, the three-dimensional light steel frame constructed by the bidirectional continuous double beam according to the present invention will be specifically described below with reference to the accompanying drawings and preferred embodiments. , structure, characteristics and efficacy, as detailed below.
请参阅图1所示的是本发明双向连续双梁所构成的三维轻钢构架示意图。图示屋顶斜梁12、水平梁11、地梁14、单片桁架梁15、桁架梁13、檩条/桁条16、一体定位钢构件55、主柱21、小柱22、墙体补强柱23、结构主柱外侧设置加强部件24、斜撑41、拉杆42、复合式具有蒙皮效应结构墙体62、砌块墙体63、有筋扩张钢网拉结式墙体64、强化轻型复合楼板31。Please refer to FIG. 1 , which is a schematic diagram of a three-dimensional light steel frame formed by the bidirectional continuous double beam of the present invention. The roof inclined beam 12, the horizontal beam 11, the ground beam 14, the single piece truss beam 15, the truss beam 13, the rafter/strip 16, the integrally positioned steel member 55, the main column 21, the small column 22, and the wall reinforcing column are illustrated. 23. The outer part of the main column of the structure is provided with reinforcing members 24, diagonal braces 41, tie rods 42, composite wall structure 62 with skin effect structure, block wall 63, reinforced expanded steel mesh knotted wall 64, and enhanced light composite Floor 31.
请参阅图2所示的是本发明所述的梁柱断面及梁柱灌浆加强结构示意图。图2-1所示梁1构件示意图可以是1/L:L形型钢梁、端部设有卷边L形型钢梁，1/U:U形型钢梁、上下缘翼版宽度不同U形型钢梁、端部设有卷边U形型钢梁，l/C:C形型钢梁、上下缘翼版宽度不同C形型钢梁、端部设有卷边C形型钢梁， l/Z:Z形型钢梁、端部设有卷边Z形型钢梁，l/P:平板形型钢梁，l/W:方形木梁，15:单片桁架梁等。图2-2所示柱2构件示意图可以是2/U:U形型钢柱，2/C:C形型钢柱，2/RO:开口方形型钢柱，2/RC:折弯方形型钢柱、拉钉510。图2-3所示梁1、柱2、混凝土/或水泥砂浆601灌浆加强结构示意图。Please refer to FIG. 2 for a schematic diagram of the beam-column section and the beam-column grouting reinforcement structure according to the present invention. Figure 2-1 shows a schematic diagram of the beam 1 member which can be 1/L: L-shaped steel beam, with L-shaped steel beam at the end, 1/U: U-shaped steel beam, different widths of the upper and lower edges U-shaped steel beam, with U-shaped steel beam at the end, l/C: C-shaped steel beam, different width of the upper and lower edges, C-shaped steel beam, and crimped C-shaped steel at the end Beam, l/Z: Z-shaped steel beam, with flanged Z-shaped steel beam at the end, l/P: flat steel beam, l/W: square wooden beam, 15: single truss beam. Figure 2-2 shows the structure of the column 2 member can be 2/U: U-shaped steel column, 2/C: C-shaped steel column, 2/RO: open square steel column, 2/RC: bent square steel column, pull Nail 510. Figure 2-3 shows the reinforcement structure of the beam 1, column 2, concrete / or cement mortar 601 grouting.
请参阅图3示出的是本发明单梁续接示意图。图3-1所示的是单梁重迭续接示意图；重迭对接两单梁1续接端部设置紧锁连接孔70，将重迭部分翼板切除，腹版重迭与柱紧锁连接孔70以螺栓510紧锁连接。图3-2所示的是单片桁架梁重迭续接示意图；单片桁架梁15于柱2处续接，两片单片桁架梁15的上弦151梁为L形型钢梁1/L及下弦梁152为L形型钢梁1/L，接续两端与柱2接触面设置紧锁连接孔70，所述两续接单梁1采用尺寸差重迭接续同时与柱紧锁连接孔70以螺栓510紧锁连接。图3-3所示的是单梁连接件续接示意图；所述两续接单梁1于柱2处对接续接,所述两续接单梁续接端设置紧锁连接孔,与连接件512设置的紧锁连接孔以螺栓501紧锁连接,所述连接件512设置的紧锁连接孔与柱设置的紧锁连接孔以螺栓501紧锁连接,所述连接件512采用U形型钢/或L形型钢/或平板形型钢。Please refer to FIG. 3 for a schematic diagram of a single beam continuation of the present invention. Figure 3-1 is a schematic diagram of the single beam overlapping and continuing; the overlapping butt joints of the two single beams 1 are provided with a locking connection hole 70, and the overlapping partial wings are cut off, the abdominal plate overlaps and the column is locked. The connecting hole 70 is tightly connected by a bolt 510. Figure 3-2 shows a schematic diagram of the overlapping of the single-piece truss beams; the single-piece truss beam 15 is continued at the column 2, and the upper chord 151 of the two single-piece truss beams 15 is an L-shaped steel beam 1/L And the lower chord 152 is an L-shaped steel beam 1/L, and the connecting ends of the two ends are connected with the column 2 to provide a locking connection hole 70, and the two continuous single beams 1 are overlapped by the difference in size and simultaneously connected with the column. 70 is tightly connected by bolts 510. Figure 3-3 shows a schematic diagram of the splicing of the single-beam connector; the two spliced single beams 1 are contiguously connected at the column 2, and the continuation ends of the two continuation single beams are provided with a locking connection hole, and the connection The locking connection hole provided by the member 512 is tightly connected by the bolt 501, and the locking connection hole provided by the connecting member 512 is tightly connected with the locking connection hole provided by the column, and the connecting member 512 is U-shaped steel. / or L-shaped steel / or flat steel.
请参阅图4示出的是本发明强化轻型复合楼板31示意图。图4-1所示的是强化轻型复合楼板31透视示意图；所述强化轻型复合楼板31包括轻型复合楼板311、檩条16、抗侧向力拉杆42和/或钢网水泥沙浆天花板32，个组件以连接件结合成为一体，所述的轻型复合楼板311设于檩条16上方，抗侧向力拉杆42和/或钢网水泥沙浆天花板32设于檩条16下方。图4-2所示的是轻型复合楼板311示意图；所述的轻型复合楼板311包括楼承板，所述的楼承板为波浪形压型钢板52/或折叠形压型钢板52，所述连接件51连接压型钢板52与檩条16，压型钢板52上部灌柱混凝土/或水泥沙浆601，混凝土/或水泥沙浆601其中设置防裂网/或防裂纤维531。图4-3所示的是压型钢板连接件51示意图；所述连接件包括自攻螺丝502、套管513和/或承压垫片514,所述套管513与自攻螺丝502紧密贴合，所述套管进一步采用端部扩张套管5131，所述端部扩张套管5131一端或两端扩张形成承压垫片。图4-4所示的是折叠形压型钢板示意图。图4-5所示的是波浪形压型钢板示意图。图4-6所示的是有筋扩张网54示意图，所述有筋扩张钢网54具有V形网骨541与扩张网面。图4-7所示的是有筋扩张网54剖面示意图；所述有筋扩张钢网54具有V541形网骨与扩张网面所述的水泥沙浆内置防裂网和/或防裂纤维。图4-8所示的是强化轻型复合楼板31选项之一剖面示意图；所述檩条16下方设置抗侧向力拉杆42,所述檩条16与抗侧向力拉杆42连接件为自攻螺丝502/或气钢钉515,檩条上方为轻型复合楼板31。图4-9所示的是强化轻型复合楼板31选项之一剖面示意图； 所述檩条16下方设置钢网水泥沙浆天花板32，所述钢网水泥沙浆天花板32包括有筋扩张网54和水泥砂浆61,所述的水泥沙浆61内置防裂网和/或防裂纤维531,所述檩条16与钢网水泥沙浆天花板32连接件为自攻螺丝502/或气钢钉515,檩条16上方为轻型复合楼板31。Referring to Figure 4, there is shown a schematic view of a reinforced lightweight composite floor panel 31 of the present invention. Figure 4-1 is a schematic perspective view of the reinforced lightweight composite floor panel 31; the reinforced lightweight composite floor panel 31 comprises a lightweight composite floor 311, a stringer 16, an anti-lateral force rod 42 and/or a stencil cement mortar ceiling 32, components The lightweight composite floor 311 is disposed above the stringer 16 with the anti-lateral force rod 42 and/or the stencil cement mortar ceiling 32 disposed below the stringer 16. 4-2 is a schematic view of a lightweight composite floor 311; the lightweight composite floor 311 includes a floor slab, and the floor slab is a wavy profiled steel plate 52/ or a folded profiled steel plate 52, The connecting member 51 is connected with the profiled steel plate 52 and the stringer 16, the upper part of the profiled steel plate 52, or the cement mortar 601, and the concrete/cement mortar 601 is provided with a crack-proof mesh/or crack-proof fiber 531. 4-3 is a schematic view of a profiled steel plate connecting member 51; the connecting member includes a self-tapping screw 502, a sleeve 513 and/or a pressure receiving gasket 514, and the sleeve 513 is closely attached to the self-tapping screw 502. The sleeve further adopts an end expansion sleeve 5131, and one end or both ends of the end expansion sleeve 5131 expand to form a pressure bearing gasket. Figure 4-4 shows a schematic view of a folded profiled steel plate. Figure 4-5 shows a schematic view of a corrugated profiled steel plate. 4-6 is a schematic view of a ribbed expanded mesh 54 having a V-shaped mesh bone 541 and an expanded mesh surface. 4-7 is a schematic cross-sectional view of the reinforced expanded mesh 54; the reinforced expanded steel mesh 54 has a built-in anti-cracking net and/or anti-cracking fiber for the cement mortar described in the V541-shaped mesh bone and the expanded mesh surface. 4-8 is a cross-sectional view showing one of the options for reinforcing the lightweight composite floor panel 31; an anti-lateral force pull rod 42 is disposed below the stringer 16, and the connecting rod of the beam 16 and the anti-lateral force rod 42 is a self-tapping screw 502. / or gas steel nail 515, above the stringer is a light composite floor 31. Figure 4-9 shows a schematic cross-sectional view of one of the options for reinforcing lightweight composite floor slabs 31; A steel mesh cement mortar ceiling 32 is disposed under the stringer 16, and the steel mesh cement mortar ceiling 32 includes a reinforced mesh 54 and a cement mortar 61, and the cement mortar 61 has a built-in crack preventing net and/or a crack preventing fiber 531. The connecting rod of the purlin 16 and the stencil cement mortar ceiling 32 is a self-tapping screw 502 / or a gas steel nail 515, and the top of the purlin 16 is a light composite floor 31.
请参阅图5示出的是本发明嵌入式连续单梁及带钢拉杆弯折锁定加强结构示意图。所述图5-1所示的是嵌入式连续单梁示意图；所述的嵌入式连续单梁1为L形型钢梁1/L、C形型钢梁1/C、Z形型钢梁1/Z的上下缘于所述柱2两边线以内处切除嵌入，所述的嵌入式单梁1于腹板处设置紧锁连接孔70与柱2设置的紧锁连接孔70以螺栓501连接。所述图5-2所示的是带钢拉杆弯折锁定加强结构示意图；权利要求29其中所述带钢拉杆42上端设置紧锁连接孔70与柱2的紧锁连接孔70以螺栓501紧锁连接；为便于拉紧施工；带钢下端设置拉紧孔72便于拉紧；所述带钢拉紧定位后于设置拉杆42一侧以自攻螺丝502与柱2假固定，再于所述带钢下端折弯90度，服贴柱2另一侧后以自攻螺丝502做最终锁定。Please refer to FIG. 5 , which is a schematic diagram of the embedded continuous single beam and the steel rod bending and locking reinforcement structure of the present invention. Figure 5-1 shows a schematic view of an embedded continuous single beam; the embedded continuous single beam 1 is an L-shaped steel beam 1/L, a C-shaped steel beam 1/C, a Z-shaped steel beam The upper and lower edges of 1/Z are cut and embedded within the two sides of the column 2, and the embedded single beam 1 is provided with a locking connection hole 70 at the web and a locking connection hole 70 provided by the column 2 to be connected by a bolt 501. . FIG. 5-2 is a schematic view showing a bending and locking reinforcement structure of a steel rod; wherein the upper end of the steel rod 42 is provided with a locking connection hole 70 and a locking connection hole 70 of the column 2 with a bolt 501 tightly. Locking connection; in order to facilitate the tensioning construction; the lower end of the steel strip is provided with a tensioning hole 72 for tensioning; after the steel strip is tensioned and positioned, the self-tapping screw 502 and the column 2 are fixedly fixed on the side of the setting rod 42, and then The lower end of the strip is bent 90 degrees, and the other side of the post 2 is attached with a self-tapping screw 502 for final locking.
请参阅图6示出的是本发明单片桁架梁15示意图。所述图6-1所示的是单片桁架梁15立面示意图；所述的单片桁架梁15包括上弦151、下弦152、斜撑153，所述上弦151和/或下弦152采用L形型钢1/L，所述斜撑153由L形型钢1/L和/或平板形型钢1/P/或圆形型钢组成；所述的单片桁架梁15在所述上弦151和下弦152与所述柱2/和桁架梁立柱213接触面设置的紧锁连接孔70与所述柱2/和桁架梁立柱213两侧各设置的紧锁连接孔70以螺栓510紧锁连接。所述图6-2所示的是单片桁架梁15平面示意图；所述的连续单片桁架梁15分别设置在所述柱2外缘的两侧，所述的连续单片桁架梁15与所述的柱2在交叉连接处保持连续不间断，所述的连续单片桁架梁15进一步采用续接；优选的采用单片桁架梁15重迭续接。所述的双单片桁架梁15与所述的柱以螺栓501紧锁连接。所述图6-3所示的是单片桁架梁15剖面示意图；所述的连续单片桁架梁15与所述的连续梁1穿插交叉。所述图6-4所示的是单片桁架梁15剖面示意图；所述的连续单片桁架梁15上弦151和下弦152以紧锁连接件与所述桁架梁立柱213紧锁连接。所述图6-5所示的是单片桁架梁15透视示意图。Referring to Figure 6, a schematic view of a single truss beam 15 of the present invention is shown. Figure 6-1 shows a schematic view of the elevation of the single-piece truss beam 15; the single-piece truss beam 15 includes a winding 151, a lower chord 152, and a diagonal 153, and the upper chord 151 and/or the lower chord 152 are L-shaped. Steel 1/L, which is composed of L-shaped steel 1/L and/or flat-shaped steel 1/P/ or circular steel; the single-piece truss beam 15 is in the upper chord 151 and the lower chord 152 The locking connection hole 70 provided on the contact surface of the column 2/ and the truss beam column 213 and the locking connection hole 70 provided on both sides of the column 2/ and the truss beam column 213 are tightly connected by bolts 510. Figure 6-2 shows a plan view of a single-piece truss beam 15; the continuous single-piece truss beams 15 are respectively disposed on both sides of the outer edge of the column 2, and the continuous single-piece truss beam 15 is The column 2 is continuously uninterrupted at the cross-connection, and the continuous single-piece truss beam 15 is further spliced; preferably, the single-piece truss beam 15 is overlapped. The double monolithic truss beam 15 is tightly connected to the column by bolts 501. 6-3 is a schematic cross-sectional view of the single-piece truss beam 15; the continuous single-piece truss beam 15 is interspersed with the continuous beam 1. 6-4 is a schematic cross-sectional view of the single-piece truss beam 15; the continuous single-piece truss beam 15 upper chord 151 and lower chord 152 are tightly coupled to the truss beam upright 213 by a locking connection. The perspective view of the single piece truss beam 15 is shown in Figures 6-5.
请参阅图7示出的是本发明桁架梁13示意图。所述图7-1所示的是桁架梁13透视示意图；所述桁架梁13包括桁架梁上弦梁131、桁架梁下弦梁132、桁架梁立柱213、桁架梁斜撑134，所述的桁架梁上弦梁131和桁架梁下弦梁132由结构相同或不相同的连续单梁组合而成，所述的连续单梁分别设置在所述柱2的外缘的两侧，所述的连续单梁与所述的柱2、桁架梁立柱213、桁架梁斜撑134以螺栓501紧锁连接。所述图7-2所示的是桁架梁立面示意图。所述 图7-3所示的是桁架梁13剖面示意图；所述桁架梁上弦梁131的空腔间、桁架梁下弦梁132的开口方形型钢的空腔间、桁架梁立柱213的空腔间、桁架梁斜撑134的空腔间灌注混凝土/或水泥砂浆601。所述图7-4所示的是双梁之间设置钢构件及灌注混凝土/或水泥砂浆601示意图；所述双梁之间设置用于加强结构强度的钢构件，所述的钢构件为钢棒501、或箍筋506、或预应力钢线507、或预应力钢线套管508，并灌注混凝土/或水泥砂浆601。Referring to Figure 7, a schematic view of the truss beam 13 of the present invention is shown. 7-1 is a schematic perspective view of the truss beam 13; the truss beam 13 includes a truss beam upper chord 131, a truss beam lower chord 132, a truss beam column 213, a truss beam struts 134, and the truss beam The upper chord 131 and the truss lower chord 132 are combined by a continuous single beam of the same or different structure, and the continuous single beams are respectively disposed on both sides of the outer edge of the column 2, the continuous single beam and The column 2, the truss beam column 213, and the truss beam struts 134 are tightly connected by bolts 501. Figure 7-2 shows a schematic view of the truss beam elevation. Said 7-3 is a schematic cross-sectional view of the truss beam 13; between the cavities of the chord beam upper chord 131, the cavity of the open square steel of the truss girder lower chord 132, the cavity between the truss girder 213, and the truss Concrete/or cement mortar 601 is poured between the cavities of the beam stays 134. Figure 7-4 shows a schematic view of a steel member and a poured concrete/or cement mortar 601 disposed between the two beams; a steel member for reinforcing the structural strength is disposed between the double beams, and the steel member is steel Rod 501, or stirrup 506, or prestressed steel wire 507, or prestressed steel wire casing 508, and poured concrete/or cement mortar 601.
请参阅图8示出的是本发明梁柱紧锁连接孔增厚钢板13及冲压凹槽71补强示意图。所述图8-1所示的是梁1紧锁连接孔增厚钢板518及冲压凹槽71补强示意图；所述的梁1或柱2紧锁连接孔70外围设置用于补强的增厚钢板518或冲压凹槽71，所述的螺栓紧锁件外围以自攻螺丝502锁定作假固定。所述图8-2所示的是冲压凹槽剖面示意图；所述的梁1冲压凹槽71嵌入所述的柱2的紧锁连接孔70以螺栓501紧锁连接，所述柱的空腔间灌注混凝土/或水泥砂浆601。所述图8-3所示的是冲压凹槽71放大示意图；所述的冲压凹槽71嵌入所述的柱1的紧锁连接孔70以螺栓501紧锁连接，所述柱的紧锁连接孔70直径大于所述梁紧锁连接孔外围冲压凹槽71。所述图8-4所示的是柱梁构件紧锁连接孔增厚钢板518补强剖面示意图。所述图8-5所示的是柱梁构件紧锁连接孔增厚钢板518补强立面示意图；所述的增厚钢板518采用外加钢板以卯接和/或无卯接方式与所述的梁或柱接合。Please refer to FIG. 8 , which is a schematic diagram of the reinforcement of the beam-column locking hole thickening steel plate 13 and the punching groove 71 of the present invention. FIG. 8-1 is a schematic diagram of the reinforcing structure of the beam 1 and the stamping groove 71 of the beam 1; the beam 1 or the column 2 is provided with a thickened steel plate for reinforcing the periphery of the connecting hole 70; 518 or stamping groove 71, the periphery of the bolt locking member is fixed by the self-tapping screw 502. 8-2 is a schematic cross-sectional view of the stamping groove; the beam 1 stamping groove 71 is embedded in the locking connection hole 70 of the column 2, and is tightly connected by a bolt 501. Inter-fill concrete/or cement mortar 601. 8-3 is an enlarged schematic view of the stamping groove 71; the stamping groove 71 is embedded in the locking connection hole 70 of the column 1 and is tightly connected by a bolt 501, and the column is tightly connected. The hole 70 has a diameter larger than the outer peripheral punching groove 71 of the beam locking connection hole. Figure 8-4 shows a schematic cross-sectional view of the stiffened steel plate 518 of the column beam member locking connection hole. Figure 8-5 shows a schematic diagram of the reinforcing façade of the column-beam member locking connection hole thickening steel plate 518; the thickened steel plate 518 is made of an external steel plate to be spliced and/or spliced to the beam. Or column bonding.
请参阅图9示出的是本发明局部构架加强结构示意图。所述图9-1所示的是局部构架加强结构立面示意图；所述的构架加强结构包括双梁1之间灌注混凝土/或水泥砂浆601、双梁1之间设置预制混凝土墙板68、柱2的外围以钢丝网53包裹并与所述砌块墙体63间用水泥砂浆61结合、梁1外侧叠加构件511、梁1与外侧叠加构件之间增设热传导绝缘垫片503。所述图9-2所示的是双梁1之间灌注混凝土/或水泥砂浆601剖面示意图。所述图9-3所示的是梁1外侧叠加构件511剖面示意图；所述的梁1外侧叠加构件511、梁1与外侧叠加构件511之间增设热传导绝缘垫片503。所述图9-4所示的是叠加构件511剖面示意图。所述图9-5所示的是柱2的外围以钢丝网53包裹平面示意图；所述的柱2的外围以钢丝网53/或编织钢丝网/或扩张钢丝网包裹并与所述砌块墙体63间用水泥砂浆61结合。所述图9-6所示的是双梁1间设置预制混凝土墙板68剖面示意图；所述的双梁1间设置预制混凝土墙板68/或预制轻质混凝土墙板/或预制中空混凝土墙板。Please refer to FIG. 9 for a schematic view of a partial frame reinforcing structure of the present invention. Figure 9-1 is a schematic view of a partial frame reinforcement structure elevation; the frame reinforcement structure includes a concrete/solid mortar 601 between the double beams 1 and a precast concrete wall panel 68 between the double beams 1 The periphery of the column 2 is wrapped by a steel mesh 53 and joined with the cement mortar 61 between the block walls 63, a superposed member 511 of the outer side of the beam 1, and a thermally conductive insulating spacer 503 between the beam 1 and the outer superposed member. Figure 9-2 shows a schematic cross-sectional view of the concrete/cement mortar 601 between the two beams. 9-3 is a schematic cross-sectional view of the outer layer superimposing member 511 of the beam 1; a heat conducting insulating spacer 503 is added between the outer layer superimposing member 511 of the beam 1 and the outer layer superimposing member 511. FIG. 9-4 is a schematic cross-sectional view of the superposing member 511. 9-9 is a schematic plan view of the periphery of the column 2 wrapped by a wire mesh 53; the periphery of the column 2 is wrapped with a wire mesh 53 or a woven wire mesh/or expanded wire mesh and the block The wall 63 is combined with cement mortar 61. 9-6 is a schematic cross-sectional view of a precast concrete wall panel 68 disposed between two beams; the double beam 1 is provided with precast concrete wall panels 68 or prefabricated lightweight concrete wall panels/precast hollow concrete walls. board.
请参阅图10示出的是本发明一体定位钢架55示意图。所述图10-1所示的是一体定位钢架55立面示意图；所述的一体化定位钢架包括角马554、螺栓加强垫片552、预埋螺栓定位C形型钢551、预埋螺553、防拉拔螺母555。所 述图10-2所示的是一体定位钢架55局部透视示意图；所述的柱2与角马554以螺栓501紧锁连接，角马554与预埋螺栓553紧锁连接，预埋螺栓553固定于预埋螺栓加强垫片552及预埋螺栓定位C形型钢551。所述图10-3所示的是预埋螺栓定位C形型钢551剖面示意图；所述的预埋螺栓定位C形型钢551设置预埋螺栓紧锁连接孔70。所述图10-4所示的是螺栓加强垫片552剖面立面示意图；所述的螺栓加强垫片552设置所述的预埋螺栓紧锁连接孔70。所述图10-5所示的是防拉拔螺母555剖面示意图；所述的螺栓加强垫片552设置于预埋螺栓定位C形型钢551之上，所述防拉拔螺母555设于所述螺栓加强垫片552下方/或预埋螺栓定位C形型钢551下方。Referring to Figure 10, there is shown a schematic view of an integrally positioned steel frame 55 of the present invention. Figure 10-1 shows a schematic view of the elevation of the integrally positioned steel frame 55; the integrated positioning steel frame includes a horn horse 554, a bolt reinforcement gasket 552, a pre-embedded bolt positioning C-shaped steel 551, a pre-buried snail 553, anti-pull nut 555. Place 10-2 is a partial perspective view of the integrally positioned steel frame 55; the column 2 and the horn 554 are tightly connected by bolts 501, and the horn 554 is tightly connected with the embedded bolt 553, and the bolt 553 is embedded. It is fixed to the pre-embedded bolt reinforcing washer 552 and the pre-embedded bolt positioning C-shaped steel 551. FIG. 10-3 is a schematic cross-sectional view of the pre-embedded bolt positioning C-shaped steel 551; the pre-embedded bolt positioning C-shaped steel 551 is provided with an embedded bolt locking connection hole 70. 10-4 is a schematic cross-sectional view of the bolt reinforcing spacer 552; the bolt reinforcing spacer 552 is provided with the embedded bolt locking connection hole 70. 10-5 is a schematic cross-sectional view of the pull-out nut 555; the bolt reinforcing washer 552 is disposed on the pre-embedded bolt positioning C-shaped steel 551, and the pull-out nut 555 is disposed on the Below the bolt reinforcement washer 552/or the pre-embedded bolt is positioned below the C-shaped profile steel 551.
请参阅图11示出的是本发明复合式具有蒙皮效应结构墙体62示意图。所述图11-1所示的是柱两面设置具有蒙皮效应结构墙面621墙体示意图；包括所述主柱21、小柱22、墙体补墙柱23、两面具有蒙皮效应结构墙面621。所述图11-2所示的是局部放大平面示意图；包括所述小柱22、金属有筋扩张网54、水泥砂浆层61、防裂网和/或防裂纤维531、自攻螺丝502/或气钢钉515、填充墙体66。所述图11-3所示的是局部放大剖面示意图；包括所金属有筋扩张网54、水泥砂浆层61、防裂网和/或防裂纤维531、自攻螺丝502/或气钢钉515、填充墙体66。所述图11-4所示的是柱一面设置具有蒙皮效应结构墙面621另一面设置抗侧向力拉杆42墙体示意图；包括所述主柱21、小柱22、墙体补墙柱23、一面具有蒙皮效应结构墙面621、抗侧向力拉杆42、绝缘层65。所述图11-5所示的是局部放大平面示意图；包括所述小柱22、金属有筋扩张网54、水泥砂浆层61、防裂网和/或防裂纤维531、自攻螺丝502/或气钢钉515、填充墙体66、抗侧向力拉杆42、绝缘层65。所述图11-6所示的是局部放大剖面示意图；包括所金属有筋扩张网54、水泥砂浆层61、防裂网和/或防裂纤维531、自攻螺丝502/或气钢钉515、填充墙体66、抗侧向力拉杆42、绝缘层65。Referring to Figure 11, there is shown a schematic view of a composite wall 62 having a skin effect structure of the present invention. Figure 11-1 shows a schematic view of a wall 621 having a skin effect structure on both sides of the column; the main column 21, the small column 22, the wall wall column 23, and the skin effect structure wall on both sides Face 621. 11-2 shows a partially enlarged plan view; including the small column 22, the metal reinforced mesh 54, the cement mortar layer 61, the crack-proof mesh and/or the crack-proof fiber 531, and the self-tapping screw 502/ Or gas steel nail 515, filling wall 66. 11-3 shows a partially enlarged cross-sectional view; including a metal ribbed expanded mesh 54, a cement mortar layer 61, a crack-proof mesh and/or a crack-proof fiber 531, a self-tapping screw 502, or a gas steel nail 515. , the wall 66 is filled. FIG. 11-4 is a schematic view showing a wall body on which one side of the column is provided with a skin effect structure wall surface 621 and an anti-lateral force pull rod 42 is disposed on the other side; the main column 21, the small column 22, and the wall wall column are included. 23. One side has a skin effect structure wall surface 621, an anti-lateral force rod 42 and an insulating layer 65. 11-5 shows a partially enlarged plan view; including the small column 22, the metal reinforced mesh 54, the cement mortar layer 61, the crack-proof mesh and/or the crack-proof fiber 531, and the self-tapping screw 502/ Or gas steel nail 515, infill wall 66, anti-lateral force rod 42 and insulating layer 65. 11-6 shows a partially enlarged cross-sectional view; including a metal reinforced expanded mesh 54, a cement mortar layer 61, a crack-proof mesh and/or a crack-proof fiber 531, a self-tapping screw 502, or a gas steel nail 515. The wall 66, the lateral force-resisting rod 42 and the insulating layer 65 are filled.
请参阅图12示出的是本发明具有蒙皮效应结构墙体加强固定垫片517示意图。所述图12-1所示的是加强固定垫片517配置立面示意图；包括所述结构主柱21、小柱22、有筋扩张网54、加强固定垫片517。所述图12-2所示的是加强固定垫片517剖面示意图；包括所述结构主柱21、小柱22、有筋扩张网54、加强固定垫片517、水泥砂浆61、防裂网和/或防裂纤维531。Referring to FIG. 12, there is shown a schematic view of a wall-reinforced reinforcing spacer 517 having a skin effect structure of the present invention. 12-1 is a schematic view showing the configuration of the reinforcing fixing pad 517; the structure main column 21, the small column 22, the rib expanded mesh 54, and the reinforcing fixing pad 517. 12-2 is a schematic cross-sectional view of the reinforcing fixed gasket 517; including the structural main column 21, the small column 22, the reinforced mesh 54, the reinforcing fixed gasket 517, the cement mortar 61, the crack prevention net, and / or crack-proof fiber 531.
请参阅图13示出的是本发明有筋扩张网拉结示墙体64示意图。所述图13-1所示的是有筋扩张网拉结示墙体64平面示意图；包括所述结构主柱21、小柱22、有筋扩张网54、有筋扩张网网骨541、墙体拉结件67、填充墙体66、水泥砂浆61。所述图13-2所示的是有筋扩张网拉结示墙体64透视示意图；包括所述结构主柱21、小柱22、有筋扩张网54、有筋扩张网网骨541、墙体拉结 件67、填充墙体66、水泥砂浆61。所述图13-3所示的是有筋扩张网拉结示墙体64剖面示意图；包括所述结构主柱21、小柱22、有筋扩张网54、有筋扩张网网骨541、墙体拉结件67、填充墙体66、水泥砂浆61。Please refer to FIG. 13 for a schematic view of the walled body 64 of the reinforced expanded mesh of the present invention. FIG. 13-1 is a schematic plan view of the ribbed expanded mesh showing the wall 64; including the structural main column 21, the small column 22, the reinforced mesh 54, the reinforced mesh 541, and the wall The body drawing member 67, the filling wall 66, and the cement mortar 61. Figure 13-2 shows a schematic perspective view of the ribbed expanded mesh wall 64; including the structural main column 21, the small column 22, the reinforced mesh 54, the reinforced mesh 541, the wall Body knot Piece 67, infill wall 66, cement mortar 61. 13-3 is a schematic cross-sectional view of the ribbed expanded mesh wall 64; including the main column 21, the small column 22, the reinforced mesh 54, the reinforced mesh 541, and the wall. The body drawing member 67, the filling wall 66, and the cement mortar 61.
请参阅图14示出的是本发明结构主柱外侧设置加强部件24示意图。所述图14-1所示的是结构主柱21外侧设置加强部件24配置示意图；包括所述结构主柱21、外侧设置加强部件24、梁1。所述图14-2所示的是混凝土柱215加强部件示意图；包括所述结构主柱21、梁1、钢筋516、箍筋506、混凝土60。所述图14-3所示的是钢柱214加强部件示意图；包括所述结构主柱21、梁1、钢柱214、混凝土/或水泥砂浆601。Referring to Figure 14, there is shown a schematic view of the reinforcing member 24 disposed outside the main column of the structure of the present invention. 14-1 is a schematic view showing the arrangement of the reinforcing member 24 disposed outside the main column 21 of the structure; the structural main column 21, the reinforcing member 24 and the beam 1 are disposed outside. 14-2 is a schematic view of a reinforcing member of a concrete column 215; including the structural main column 21, the beam 1, the reinforcing bar 516, the stirrup 506, and the concrete 60. 14-3 is a schematic view of a reinforcing member of the steel column 214; including the structural main column 21, the beam 1, the steel column 214, the concrete/or cement mortar 601.
以上所述，仅是本实用新型的较佳实施例而已，并非对本实用新型作任何形式上的限制，虽然本实用新型已以较佳实施例揭露如上，然而并非用以限定本实用新型,任何熟悉本专业的技术人员，在不脱离本实用新型技术方案范围内,当可利用上述揭示的技术内容作出些许更动或修饰为等同变化的等效实施例,但凡是未脱离本实用新型技术方案的内容，依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与修饰，均仍属于本实用新型技术方案的范围内。 The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way. Although the present invention has been disclosed above in the preferred embodiments, it is not intended to limit the present invention. Those skilled in the art can make some modifications or modifications to equivalent embodiments when using the above-disclosed technical contents without departing from the technical solutions of the present invention. Any simple modifications, equivalent changes and modifications made to the above embodiments in accordance with the technical spirit of the present invention are still within the scope of the technical solutions of the present invention.

Claims (30)

  1. 一种双向连续双梁所构成的三维轻钢构架，其包括梁、檩条和/或桁条、柱、墙体、楼板和/或屋顶、抗侧向力斜撑和/或拉杆，其特征在于，其中所述的梁为连续双梁，所述的连续双梁由结构相同或不相同的连续单梁组合而成，所述的连续单梁分别设置在所述柱的外缘的两侧，所述的连续单梁与所述的柱在交叉连接处保持连续不间断；所述的的楼板全部或部分可选择为强化轻型复合楼板。A three-dimensional lightweight steel frame comprising a bidirectional continuous double beam comprising beams, beams and/or beams, columns, walls, floors and/or roofs, lateral force braces and/or tie rods, characterized in that Wherein the beam is a continuous double beam, and the continuous double beam is composed of continuous single beams of the same or different structures, and the continuous single beams are respectively disposed on both sides of the outer edge of the column. The continuous single beam and the column are continuously uninterrupted at the intersection; the floor slab may be selected in whole or in part as a reinforced lightweight composite floor.
  2. 根据权利要求1所述的双向连续双梁构成的三维轻钢构架，其中：A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 1, wherein:
    所述的柱包括结构主柱、小柱、砌块填充墙体中配置的补强柱、设于所述桁架梁中的柱、设于所述的柱与柱之间的斜撑、设于所述桁架梁立柱，和/或设于所述桁架梁斜撑；The column includes a structural main column, a small column, a reinforcing column disposed in the block filling wall, a column disposed in the truss beam, and a diagonal bracing disposed between the column and the column, and is disposed on the column The truss beam upright, and/or the truss beam struts;
    所述的梁包括水平梁、斜梁、桁架梁上弦梁和/或桁架梁下弦梁，和/或地梁；The beam comprises a horizontal beam, a diagonal beam, a truss beam upper chord and/or a truss beam lower chord, and/or a ground beam;
    所述的连续单梁由选自L形型钢、C形型钢、Z形型钢、平板形型钢、单片桁架梁中的一种或多种构成；The continuous single beam is composed of one or more selected from the group consisting of an L-shaped steel, a C-shaped steel, a Z-shaped steel, a flat steel, and a single-piece truss beam;
    所述的檩条或桁条选自C形型钢、Z形型钢和/或单片桁架梁的一种或多种构成；The stringer or stringer is selected from one or more of a C-shaped steel, a Z-shaped steel, and/or a single-piece truss beam;
    所述的单片桁架梁包括上弦、下弦、抗剪力斜撑，所述上弦和/或下弦采用L形型钢，所述抗剪力斜撑由L形型钢和/或平板形型钢和/或圆形型钢组成；The monolithic truss girder comprises an upper chord, a lower chord, and a shear bracing, wherein the upper and/or lower chords are L-shaped steel, and the shear bracing is made of L-shaped steel and/or flat steel and/or Round steel composition;
    所述的柱由C形型钢、开口方形型钢、弯折方形型钢、方形型钢中一种或多种构成，所述开口方形型钢进一步于开口方形型钢之间灌注混凝土和/或水泥砂浆；The column is composed of one or more of a C-shaped steel, an open square steel, a bent square steel, and a square steel, and the open square steel further injects concrete and/or cement mortar between the open square steels;
    所述的弯折方形型钢包括钢板冷弯滚压的方形、以及钢板两端于方形转角扣合处成90度的卷边，所述两端的卷边各自采用拉钉间隔适当的距离拉合；The bent square steel includes a square shape of a steel plate cold-rolled and a curl of 90 degrees at both ends of the steel plate at a square corner buckle, and the curled edges of the two ends are respectively pulled at an appropriate distance by a nip;
    所述的连续单梁在所述梁腹板处设置的紧锁连接孔与所述柱两侧各设置的紧锁连接孔以螺栓紧锁连接。The locking connection hole provided at the beam web of the continuous single beam is connected with the locking connection hole provided on each side of the column by a bolt.
  3. 根据权利要求2所述的双向连续双梁构成的三维轻钢构架，其中所述 的L形型钢、C形型钢、Z形型钢、开口方形型钢进一步设有卷边；所述的C形型钢、Z形型钢上下缘翼板的宽度相同或不同；所述L形型钢、C形型钢、Z形型钢、开口方形、弯折方形型钢、平板形型钢优选为采用镀锌钢卷裁切和/或冷湾滚压成型。A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 2, wherein said The L-shaped steel, the C-shaped steel, the Z-shaped steel, and the open square steel are further provided with a bead; the widths of the upper and lower edges of the C-shaped steel and the Z-shaped steel are the same or different; the L-shaped steel and the C-shaped The steel, the Z-shaped steel, the open square, the bent square steel, and the flat steel are preferably cut by galvanized steel coil and/or cold rolled.
  4. 根据权利要求1所述的双向连续双梁构成的三维轻钢构架，其中所述的连续单梁进一步采用单梁续接，所述的单梁续接包括单梁重迭续接和/或单梁连接件续接。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 1, wherein the continuous single beam further adopts a single beam continuous connection, and the single beam continuous connection comprises a single beam overlapping and/or single The beam connector is continued.
  5. 根据权利要求1所述的双向连续双梁构成的三维轻钢构架，其中所述的楼板全部或局部为强化轻型复合楼板，所述的强化轻型复合楼板包括轻型复合楼板、檩条、抗侧向力拉杆和/或钢网水泥沙浆天花板，各组件以连接件结合成为一体，所述的轻型复合楼板设于檩条上方，抗侧向力拉杆和/或钢网水泥沙浆天花板设于檩条下方。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 1, wherein the floor slab is wholly or partially reinforced lightweight composite slab, and the reinforced lightweight composite slab comprises light composite slab, rafter and anti-lateral force. The tie rod and/or stencil cement mortar ceiling, the components are integrated by a connecting piece, the lightweight composite floor is placed above the purlin, and the anti-lateral force rod and/or the stencil cement mortar ceiling is arranged under the purlin.
  6. 根据权利要求5所述的双向连续双梁构成的三维轻钢构架，其中：A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 5, wherein:
    所述的轻型复合楼板包括楼承板，所述的楼承板为波浪形压型钢板或折叠形压型钢板，其厚度为0.2毫米-1.0毫米；所述压型钢板沟槽深度为30毫米-50毫米；The light composite floor slab comprises a floor slab, the floor slab is a corrugated profiled steel plate or a folded profiled steel plate having a thickness of 0.2 mm to 1.0 mm; and the profiled steel plate has a groove depth of 30 mm. -50 mm;
    所述压型钢板灌注混凝土和/或水泥砂浆；所述混凝土和/或水泥砂浆内置防裂网/或防裂纤维；The profiled steel plate is filled with concrete and/or cement mortar; the concrete and/or cement mortar is provided with anti-cracking mesh/or crack-proof fiber;
    所述混凝土和/或水泥砂浆的厚度为压型钢板波浪顶部50毫米以内；The thickness of the concrete and/or cement mortar is within 50 mm of the wave top of the profiled steel sheet;
    所述压型钢板以连接件与所述的檩条结合，所述连接件包括自攻螺丝、套管和/或承压垫片,所述套管与自攻螺丝紧密贴合，所述套管进一步采用端部扩张套管，所述端部扩张套管一端或两端扩张形成承压垫片；The profiled steel plate is joined to the stringer by a connecting member, the connecting member comprising a self-tapping screw, a sleeve and/or a pressure-bearing gasket, the sleeve being closely attached to the self-tapping screw, the sleeve Further adopting an end expansion sleeve, the end expansion sleeve is expanded at one end or both ends to form a pressure bearing gasket;
    所述檩条的间隔小于180厘米；The spacing of the beams is less than 180 cm;
    所述的抗侧向力拉杆拉紧搂板单一对角/或双对角，The anti-lateral force pull rod is used to tighten the single diagonal/double diagonal of the seesaw.
    所述的拉杆优为带钢，所述带钢以连接件与所述的檩条结合，所述连接件为自攻螺丝；The tie rod is preferably a strip steel, and the strip is combined with the stringer by a connecting member, and the connecting member is a self-tapping screw;
    所述的钢网水泥沙浆天花板包括钢网，所述的钢网为有筋扩张钢网； The stencil cement mortar ceiling comprises a steel mesh, and the steel mesh is a reinforced expanded steel mesh;
    所述有筋扩张钢网具有V形网骨与扩张网面，所述有筋扩张网以连接件与所述的檩条结合；The reinforced expanded steel mesh has a V-shaped mesh and an expanded mesh surface, and the reinforced expanded mesh is coupled with the rafter by a connecting member;
    所述的连接件为自攻螺丝和/或气钢钉，The connecting member is a self-tapping screw and/or a gas steel nail.
    所述的水泥沙浆内置防裂网和/或防裂纤维。The cement mortar has a built-in crack-proof net and/or crack-proof fiber.
  7. 根据权利要求1-6中任一权利要求所述的双向连续双梁构成的三维轻钢构架，其中所述的连续单梁为L形型钢、C形型钢、Z形型钢制成，所述的连续单梁为嵌入式连续单梁，所述的嵌入式连续单梁为L形型钢、C形型钢、Z形型钢的上下缘于所述柱两边线以内处切除嵌入，所述的嵌入式单梁于腹板处设置紧锁连接孔与柱设置的紧锁连接孔以螺栓连接。A three-dimensional light steel frame composed of a bidirectional continuous double beam according to any one of claims 1 to 6, wherein the continuous single beam is made of an L-shaped steel, a C-shaped steel, and a Z-shaped steel. The continuous single beam is an embedded continuous single beam, and the embedded continuous single beam is an L-shaped steel, a C-shaped steel, and the upper and lower edges of the Z-shaped steel are cut and embedded within the two sides of the column, the embedded single The beam is provided at the web with a locking connection hole and a locking connection hole provided by the column to be bolted.
  8. 根据权利要求1-6中任一权利要求所述的双向连续双梁构成的三维轻钢构架，其中所述的双向连续双梁所构成的三维度轻钢构架结构进一步设有一种或多种加强结构。A three-dimensional light steel frame composed of a bidirectional continuous double beam according to any one of claims 1 to 6, wherein the three-dimensional continuous steel frame structure of the two-way continuous double beam is further provided with one or more reinforcements structure.
  9. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的桁架梁的下玄梁进一步采用开口方形型钢，所述开口方形型钢开口向上，与所述设于桁架梁中的柱及斜撑交迭处钢板切除，所述开口方形型钢两侧钢板设置紧锁连接孔与所述桁架梁中的柱及斜撑设置的紧锁连接孔以螺栓连接。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 8, wherein the lower girders of the truss beam further adopt an open square steel, the open square steel opening is upward, and the shank is disposed in the truss beam The steel plate is cut off at the intersection of the column and the diagonal bracing, and the steel plate on both sides of the open square steel is provided with a locking connection hole and a locking connection hole provided by the column and the diagonal support in the truss beam to be bolted.
  10. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在所述个别构件加工时于梁和柱中心线交叉点于梁和柱设置定位孔，所述的定位孔以螺栓/或圆椎钢棒作假固定。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 8, wherein the reinforcing structure is provided with positioning holes at the intersection of the beam and the column center line at the beam and the column when the individual members are processed, and the positioning hole is Bolts or round steel bars are fixed.
  11. 根据权利要求8或9所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在双梁之间、和/或在所述的柱的空腔之间、和/或在所述的桁架梁下弦梁的开口方形型钢的空腔间灌注混凝土/或水泥砂浆。A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 8 or claim 9, wherein said reinforcing structure is between the double beams, and/or between the cavities of said columns, and/or Concrete/or cement mortar is poured between the cavities of the open square steel of the lower chord of the truss beam.
  12. 根据权利要求8或9或11所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在构架校正后在螺栓紧锁件外围以自攻螺丝锁定作假固定，所述的自攻螺丝于所述的双梁之间、和/或在所述的柱的空腔之间、和/或在所述的桁架梁下弦梁的开口方形型钢的空腔间灌注混凝土和/或水泥砂浆后移除或保留。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 8 or 9 or 11, wherein the reinforcing structure is fixed by a self-tapping screw on the periphery of the bolt locking member after the frame is corrected, Self-tapping screws are poured between the double beams, and/or between the cavities of the columns, and/or between the cavities of the open square sections of the lower chord of the truss girder and/or Remove or retain cement mortar afterwards.
  13. 根据权利要求8或9或11所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在所述双梁之间、和/或在所述的柱的空腔之间、和/或 在所述的桁架梁下弦梁的开口方形型钢的空腔间设置用于加强结构强度的钢构件，并灌注混凝土/或水泥砂浆，所述的钢构件为钢棒、或箍筋、或预应力钢线。A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 8 or 9 or 11, wherein said reinforcing structure is between said double beams and/or between said columns of cavities ,and / or Providing a steel member for reinforcing the structural strength between the cavities of the open square steel of the lower chord beam of the truss beam, and injecting concrete/or cement mortar, the steel member being a steel rod, or stirrup, or prestressing Steel wire.
  14. 根据权利要求13的双向连续双梁构成的三维轻钢构架，其中所述的箍筋选自方型箍筋、圆形箍筋/或螺旋形箍筋/或圆形钢网，所述的预应力钢线进一步为套管加预应力钢线。A three-dimensional light steel frame constructed by a bidirectional continuous double beam according to claim 13, wherein said stirrup is selected from the group consisting of a square stirrup, a circular stirrup/or a spiral stirrup/or a circular steel mesh, said pre-pred The stress steel wire is further pre-stressed steel wire for the casing.
  15. 根据权利要求13或14的双向连续双梁构成的三维轻钢构架，其中所述的钢棒、套管、预应力钢线穿过所述的柱。A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 13 or 14, wherein said steel rod, casing, and prestressed steel wire pass through said column.
  16. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在梁或柱紧锁连接孔外围设置用于补强的增厚钢板，所述的增厚钢板采用外加钢板以卯接和/或无卯接和/或焊接方式与所述的梁或柱接合。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 8, wherein the reinforcing structure is provided with a thickened steel plate for reinforcing the periphery of the beam or the column locking connection hole, the thickened steel plate The beam or column is joined by means of an applied steel plate in a spliced and/or spliced and/or welded manner.
  17. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在梁紧锁连接孔外围冲压凹槽，所述的冲压凹槽嵌入所述的柱的紧锁连接孔以螺栓紧锁连接，所述柱的紧锁连接孔直径大于所述梁紧锁连接孔外围冲压凹槽。The three-dimensional light steel frame constructed by the bidirectional continuous double beam according to claim 8, wherein the reinforcing structure is a punching groove at a periphery of the beam locking connection hole, and the punching groove is embedded in the locking of the column The connecting holes are connected by bolts, and the diameter of the locking connecting holes of the column is larger than the punching groove of the outer side of the beam locking connecting holes.
  18. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在双梁外侧迭加构件加强，所述的迭加构件为L形型钢、U形型钢、C形型钢、平板形型钢、方形型钢和/或方木。The three-dimensional light steel frame constructed by the bidirectional continuous double beam according to claim 8, wherein the reinforcing structure is reinforced by superposing members on the outer side of the double beam, and the superposed member is an L-shaped steel, a U-shaped steel, and a C Shaped steel, flat profile steel, square steel and / or square wood.
  19. 根据权利要求18所述的双向连续双梁构成的三维轻钢构架，其中所述的在双梁外侧迭加构件加强是在所述的双梁与所述的外侧叠加构件之间增设热传导绝缘垫片。The three-dimensional light steel frame constructed by the bidirectional continuous double beam according to claim 18, wherein said superimposing member reinforcement on the outer side of the double beam is to add a heat conducting insulating pad between said double beam and said outer superposed member. sheet.
  20. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在所述的柱的外围以点焊钢丝网和/或编织钢丝网和/或扩张钢丝网包裹，并与所述砌块墙体间用水泥砂浆结合。A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 8, wherein said reinforcing structure is wrapped with a spot welded steel wire mesh and/or a woven wire mesh and/or expanded wire mesh on the periphery of said column And combined with cement mortar between the block walls.
  21. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是采用设有预埋螺栓加强垫片的一体化定位钢架以精确定位柱脚预埋螺栓，所述的一体化定位钢架包括角马、螺栓加强垫片、预埋螺栓定位C形型钢、预埋螺、防拉拔螺母，所述的柱脚预埋螺栓通过角马与柱脚连接，所述设有螺栓加强垫片的一体化定位钢架优选为采用C形型钢组构而成，所述的C形型钢开口向上，并于开口端部进一步设置卷边，所述的C形型钢设置预埋螺 栓孔，所述螺栓加强垫片设置于所述C形型钢预埋螺栓孔上方，所述螺栓加强垫片设置螺栓定位连接孔，所述的预埋螺栓固定后再灌注混凝土，所述的柱脚置于所述的设有螺栓加强垫片的一体化定位钢架之上。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 8, wherein the reinforcing structure adopts an integrated positioning steel frame provided with a pre-embedded bolt reinforcing spacer to accurately position the column foot pre-embedded bolt. The integrated positioning steel frame includes an angle horse, a bolt reinforcing gasket, a pre-embedded bolt positioning C-shaped steel, a pre-embedded screw, and a pull-proof nut, and the column foot embedded bolt is connected to the column foot through the angle horse. The integrated positioning steel frame provided with the bolt reinforcing gasket is preferably formed by adopting a C-shaped steel frame, the C-shaped steel opening is upward, and a bead is further provided at the open end, and the C-shaped steel is set. Embedded snail a bolt hole, the bolt reinforcing washer is disposed above the C-shaped steel embedded bolt hole, the bolt reinforcing washer is provided with a bolt positioning connecting hole, and the embedded bolt is fixed and then poured concrete, the column The foot is placed on the integrated positioning steel frame provided with the bolt reinforcing spacer.
  22. 根据权利要求21所述的双向连续双梁构成的三维轻钢构架，其中所述的预埋螺栓进一步于所述螺栓加强垫片下方/或所述C形型钢预埋螺栓孔下方锁上防拉拔螺母。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 21, wherein the embedded bolt is further locked under the bolt reinforcing gasket or below the C-shaped steel embedded bolt hole Pull the nut.
  23. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在所述结构主柱外侧设置加强部件，所述加强部件包括包裹结构主柱外侧的钢柱和/或钢筋混凝柱，所述的钢柱/或钢筋混凝土柱于梁柱交叉节点中断和/或连续，所述钢柱与所述结构主柱间灌柱混凝土或水泥沙浆。A three-dimensional light steel frame composed of a bidirectional continuous double beam according to claim 8, wherein said reinforcing structure is provided with a reinforcing member outside the main column of said structure, said reinforcing member comprising a steel column outside the main column of the wrapping structure and And or a reinforced concrete column, the steel column or reinforced concrete column is interrupted and/or continuous at the beam-column intersection, and the steel column and the structural main column are filled with concrete or cement mortar.
  24. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在连续双梁间设置预制混凝土墙板和/或预制轻质混凝土墙板和/或预制中空混凝土墙板。A three-dimensional light steel frame constructed by a bidirectional continuous double beam according to claim 8, wherein said reinforcing structure is provided with precast concrete wall panels and/or prefabricated lightweight concrete wall panels and/or precast hollow concrete between continuous double beams. Wall panels.
  25. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构是在全部和/或局部柱与柱之间设置复合式具有蒙皮效应结构墙体，所述复合式具有蒙皮效应结构墙体包括所述的柱，和/或所述的柱两侧设置具有蒙皮效应结构墙体，和/或柱一侧设置具有蒙皮效应结构墙体，另一侧设置抗侧向力拉杆墙体，所述的柱包括结构主柱、和/或小柱、和/或砌块、和/或填充墙体中配置的补强柱，所述具有蒙皮效应结构墙面包括金属有筋扩张网、水泥砂浆层和固定件。A three-dimensional light steel frame constructed by a bidirectional continuous double beam according to claim 8, wherein said reinforcing structure is provided with a composite skin having a skin effect structure between all and/or partial columns and columns, said composite A wall having a skin effect structure includes the column, and/or a wall having a skin effect structure disposed on both sides of the column, and/or a wall having a skin effect structure disposed on one side of the column, and the other side Providing an anti-lateral force strut wall, the post comprising a structural main column, and/or a small column, and/or a block, and/or a reinforcing column disposed in the infill wall, the skin effect structure The wall includes metal reinforced mesh, cement mortar and fixtures.
  26. 根据权利要求25所述的双向连续双梁构成的三维轻钢构架，其中所述的金属有筋扩张网由V型网骨和扩张网面组成，所述的金属有筋扩张网通过所述的固定件固定于柱和加强龙骨上，所述的固定件为自攻螺丝/或气枪钉；所述的抗侧向力拉杆优选为带钢。A three-dimensional light steel frame constructed by a bidirectional continuous double beam according to claim 25, wherein said metal reinforced expanded mesh is composed of a V-shaped mesh and an expanded mesh, said metal-reinforced expanded mesh passing through said The fixing member is fixed on the column and the reinforcing keel, and the fixing member is a self-tapping screw/or an air gun nail; and the anti-lateral force pulling rod is preferably a steel strip.
  27. 根据权利要求26所述的双向连续双梁构成的三维轻钢构架，其中所述的复合式具有蒙皮效应结构墙体进一步设有加强部件，所述的加强部件包括固定垫片和防裂设施，所述的固定垫片密贴在所述的V型网骨凹槽内作为所述气枪钉固定座；所述的固定垫片材质优选为硬质塑料；所述的防裂设施为在水泥砂浆层内置玻璃纤维网、或金属点焊网、和/或纤维混凝土所添加的纤维。A three-dimensional light steel frame constructed by a bidirectional continuous double beam according to claim 26, wherein said composite skin having a skin effect structure is further provided with a reinforcing member, said reinforcing member comprising a fixing gasket and a crack preventing facility The fixing gasket is closely attached to the V-shaped mesh bone groove as the air gun nail fixing seat; the fixing gasket material is preferably a hard plastic; the crack prevention facility is in cement The mortar layer contains a fiberglass mesh, or a metal spot welded wire mesh, and/or fibers added by fiber concrete.
  28. 根据权利要求8所述的双向连续双梁构成的三维轻钢构架，其中所述 的加强结构是在柱与柱之间设置有筋扩张钢网拉结式墙体，所述的有筋扩张钢网拉结式墙体包括结构主柱、小柱、填充墙体和/或填充墙体中配置的补强柱、设于梁与柱间的斜撑、有筋扩张钢网、拉结件、和/或绝缘层、和/或V形网骨墙外侧的支撑构件，其中所述的有筋扩张钢网设置于结构主柱、小柱、填充墙体中配置的补强柱两侧，所述一侧的有筋扩张网通过所述的固定件固定于所述的柱，所述的固定件为自攻螺丝/或气枪钉；其中所述的填充墙体设置于有筋扩张钢网之间，其中所述的绝缘层设置于有筋扩张钢网内侧，所述的有筋扩张钢网具有V形网骨与扩张网面，所述的拉结件为钢线或塑料线，所述拉结件拉结有筋扩张钢的V形网骨和/或置于有筋扩张钢外侧与V形网骨垂直的支撑构件，所述的有筋扩张钢外侧与V形网骨的支撑构件于所述填充层完成后保留和/或撤除，所述填充层为建渣或土或草或混凝土或轻质混凝土。A three-dimensional light steel frame constructed of a bidirectional continuous double beam according to claim 8, wherein said The reinforced structure is provided with a rib-expanded steel mesh splicing wall between the column and the column, and the reinforced expanded steel mesh spliced wall body comprises a structural main column, a small column, a filled wall and/or a filling a reinforcing column disposed in the wall, a diagonal bracing disposed between the beam and the column, a reinforced expanded steel mesh, a tie member, and/or an insulating layer, and/or a support member outside the V-shaped mesh wall, wherein The reinforced expanded steel mesh is disposed on both sides of the reinforcing column disposed in the main column, the small column and the filling wall of the structure, and the reinforced mesh of the one side is fixed to the column by the fixing member. The fixing member is a self-tapping screw/or an air gun nail; wherein the filling wall is disposed between the reinforced expanded steel mesh, wherein the insulating layer is disposed inside the reinforced expanded steel mesh, and the The rib expanded steel mesh has a V-shaped mesh and an expanded mesh surface, and the drawn member is a steel wire or a plastic wire, and the drawn member pulls a V-shaped mesh bone with a reinforced steel and/or is placed in a rib a support member perpendicular to the V-shaped mesh bone on the outer side of the expanded steel, wherein the outer side of the reinforced expanded steel and the support member of the V-shaped mesh bone are completed after the filling layer is completed For retention and/or removal, the filling layer is slag or soil or grass or concrete or lightweight concrete.
  29. 根据权利要求8或27所述的双向连续双梁构成的三维轻钢构架，其中所述的加强结构为弯折锁定的拉杆，所述的拉杆设置于柱的一侧和/或两侧，所述的拉杆优选为带钢，所述的带钢上端设置紧锁连接孔与柱的紧锁连接孔以螺栓紧锁，所述的带钢下端设置拉紧孔，所述带钢下端折弯90度与所述柱于设置抗侧向力拉杆一侧和/或所述柱另一侧分别以自攻螺丝固定。The three-dimensional light steel frame formed by the bidirectional continuous double beam according to claim 8 or 27, wherein the reinforcing structure is a bent and locked pull rod, and the pull rod is disposed on one side and/or both sides of the column. The pull rod is preferably a strip steel, and the upper end of the strip is provided with a locking connection hole of the locking connecting hole and the column to be tightly locked by a bolt, and the lower end of the strip is provided with a tightening hole, and the lower end of the strip is bent 90 And the column is fixed with a self-tapping screw on one side of the anti-lateral force rod and/or the other side of the column, respectively.
  30. 根据权利要求1-6中任一权利要求所述的双向连续双梁构成的三维轻钢构架，其中所述的地梁由连续双梁采用相同的连续单梁组合而成，所述的连续单梁采用单片桁架梁,所述单片桁架梁包括上弦、下弦、抗剪力斜撑，所述上弦和/或下弦为L形型钢，所述抗剪力斜撑由L形型钢和/或平板形型钢和/或圆形型钢组成。 A three-dimensional light steel frame constructed by a bidirectional continuous double beam according to any one of claims 1 to 6, wherein said ground beam is formed by combining continuous double beams with the same continuous single beam, said continuous single The beam adopts a single piece truss beam, the single piece truss beam comprises a top chord, a lower chord, a shear struts, the upper chord and / or lower chord are L-shaped steel, the shear struts are made of L-shaped steel and / or It consists of flat steel and/or round steel.
PCT/CN2015/071574 2014-01-24 2015-01-26 Three-dimensional lightweight steel framework formed by two-way continuous double beams WO2015110081A1 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
BR112016017131-4A BR112016017131B1 (en) 2014-01-24 2015-01-26 THREE-DIMENSIONAL LIGHTWEIGHT STEEL STRUCTURE FORMED BY TWO-WAY CONTINUOUS DOUBLE BEAMS
US15/037,584 US20160298333A1 (en) 2014-01-24 2015-01-26 Three-dimensional lightweight steel truss with bi-directional continuous double beams
JP2016548224A JP6368787B2 (en) 2014-01-24 2015-01-26 Three-dimensional lightweight steel frame formed by bidirectional continuous double beams
EP15740446.8A EP3085844B1 (en) 2014-01-24 2015-01-26 Three-dimensional lightweight steel framework formed by two-way continuous double beams
RU2016133978A RU2651723C2 (en) 2014-01-24 2015-01-26 Three-dimensional lightweight steel framework formed by two-way continuous double beams
ES15740446T ES2877406T3 (en) 2014-01-24 2015-01-26 Light steel three-dimensional frame consisting of continuous double bi-directional beams
PH12016500906A PH12016500906A1 (en) 2014-01-24 2016-05-16 Three-dimensional lightweight steel framework formed by two-way continuous double beams
US17/148,023 US11713576B2 (en) 2014-01-24 2021-01-13 Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201410035766.3A CN103790231A (en) 2014-01-24 2014-01-24 Light steel roof truss with continuous structural beams
CN201410035766.3 2014-01-24

Related Child Applications (2)

Application Number Title Priority Date Filing Date
US15/037,584 A-371-Of-International US20160298333A1 (en) 2014-01-24 2015-01-26 Three-dimensional lightweight steel truss with bi-directional continuous double beams
US17/148,023 Continuation-In-Part US11713576B2 (en) 2014-01-24 2021-01-13 Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams

Publications (1)

Publication Number Publication Date
WO2015110081A1 true WO2015110081A1 (en) 2015-07-30

Family

ID=50666248

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2015/071574 WO2015110081A1 (en) 2014-01-24 2015-01-26 Three-dimensional lightweight steel framework formed by two-way continuous double beams

Country Status (11)

Country Link
US (1) US20160298333A1 (en)
EP (1) EP3085844B1 (en)
JP (1) JP6368787B2 (en)
CN (2) CN103790231A (en)
BR (1) BR112016017131B1 (en)
ES (1) ES2877406T3 (en)
MY (1) MY178769A (en)
PH (1) PH12016500906A1 (en)
RU (1) RU2651723C2 (en)
TW (3) TW201529938A (en)
WO (1) WO2015110081A1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108166612A (en) * 2018-01-24 2018-06-15 长安大学 A kind of multilayer light gauge cold-formed steel shape-concrete composite structure building construction system
CN112459488A (en) * 2020-11-17 2021-03-09 武汉一冶建筑安装工程有限责任公司 Fixing construction method for medium-sized steel beam of steel reinforced concrete composite structure
RU205941U1 (en) * 2021-04-13 2021-08-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" FRAME ASSEMBLY WITH TIGHTENING
CN114197743A (en) * 2022-01-20 2022-03-18 内蒙古工业大学 Energy-saving environment-friendly assembly type wall based on coal gangue ceramsite and assembly method thereof

Families Citing this family (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11713576B2 (en) 2014-01-24 2023-08-01 Ying Chun Hsieh Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams
CN103790231A (en) * 2014-01-24 2014-05-14 成都常民世纪建筑科技有限公司 Light steel roof truss with continuous structural beams
CN104963408B (en) * 2014-12-05 2017-09-29 北新集团建材股份有限公司 A kind of building structure and its construction method
CN106703289A (en) * 2015-07-14 2017-05-24 张引强 House frame and crossbeam thereof
BR102016007926B1 (en) * 2016-04-08 2018-02-06 Rinaldo Zaina, Engenharia, Consultoria E Projetos Industriais S/S Ltda Me INDUSTRIAL PROCESS FOR BUILDING BUILDINGS
CN106759905B (en) * 2016-12-30 2022-03-25 河南奥斯派克科技有限公司 Steel-wood type steel structure composite structure system
RU2641153C1 (en) * 2017-03-09 2018-01-16 Тай Юй ЛЮ Light steel structure
CN107313628A (en) * 2017-08-24 2017-11-03 中国电子科技集团公司第三十八研究所 A kind of basic digging-free assembled tower-type space garage and its construction method
BR102017026394B1 (en) * 2017-12-07 2022-08-02 Carlos Alberto De Almeida Borges SHIELD REINFORCEMENT
TWM565222U (en) * 2018-03-26 2018-08-11 潤弘精密工程事業股份有限公司 Beam-column connection structure
WO2019243871A1 (en) * 2018-06-20 2019-12-26 谢英俊 Three-dimensional light steel frame constituted by continuous and discontinuous dual side beams
CN110616801A (en) * 2018-06-20 2019-12-27 谢英俊 Three-dimensional light steel frame formed by continuous and discontinuous double-side beams
CN109441001B (en) * 2018-11-30 2023-09-19 精工工业建筑系统有限公司 Prefabricated external wall panel with heat preservation intermediate layer
CN109577524B (en) * 2019-01-02 2024-02-13 常州市米尼特机械有限公司 Cast-in-situ foam concrete wall
CN110439175B (en) * 2019-08-19 2021-11-23 苏道远 Ceramsite concrete plate with skin effect shell structure and processing method thereof
TWD206296S (en) 2019-12-26 2020-08-01 上豐空間設計有限公司 House skeleton
US20230132335A1 (en) * 2020-03-30 2023-04-27 Brett Gordon Johnson A bracket assembly
WO2021244640A1 (en) * 2020-06-06 2021-12-09 Hsieh Ying Chun Lightweight steel framing system formed by double beams with reinforced instrument(s)
CN111562157A (en) * 2020-06-24 2020-08-21 福建省农业科学院土壤肥料研究所 Specimen manufacturing process capable of keeping original state of field soil profile
CN113863509A (en) * 2020-11-30 2021-12-31 哈尔滨理工大学 Straw-steel assembled wall, connecting structure with floor and manufacturing method
TWI769610B (en) * 2020-12-07 2022-07-01 許琦 Reinforced structure of reinforced concrete structure by replacing part of steel bars with section steel
US20220412072A1 (en) * 2021-05-12 2022-12-29 Arup IP Management Ltd. Connection system for volumetric modular construction
CN113719179B (en) * 2021-08-13 2022-11-22 北京建筑大学 Detachable cold-formed steel and lightweight filler shear wall and manufacturing method thereof
CN116695877A (en) * 2023-08-03 2023-09-05 多维联合集团有限公司 Purlin connecting piece, steel structure roof, steel structure wall and steel structure house

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4342177A (en) * 1979-06-18 1982-08-03 Smith Donald A Prefabricated steel frame building construction components and methods
TWM377446U (en) * 2009-08-24 2010-04-01 ying-jun Xie Light steel house frame installed with continuous dual-beam structure
CN201502135U (en) * 2009-08-20 2010-06-09 谢英俊 Light steel roof truss with continuous twin-beam structure
CN103114668A (en) * 2013-02-04 2013-05-22 谢英俊 Light type composite floor
CN203296170U (en) * 2013-06-24 2013-11-20 北京亚太可建钢结构技术研发有限公司 Double-beam steel frame structure
CN103711230A (en) * 2013-12-10 2014-04-09 谢英俊 Wall body with skin effect
CN103790231A (en) * 2014-01-24 2014-05-14 成都常民世纪建筑科技有限公司 Light steel roof truss with continuous structural beams

Family Cites Families (48)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2675895A (en) * 1951-12-15 1954-04-20 Loewenstein Jacob Framework for multistory structures
FR1475497A (en) * 1965-04-14 1967-03-31 Zayvi S A Installation for the construction of a prefabricated house
US3600868A (en) * 1969-02-28 1971-08-24 Illinois Tool Works Shear connectors
JPS5327776Y2 (en) * 1974-03-11 1978-07-13
US3989226A (en) * 1975-09-08 1976-11-02 Burgess Allen L Post-mounted fence board support brackets
US4106256A (en) * 1976-12-01 1978-08-15 Symons Corporation Adjustable shoring apparatus
US4125973A (en) * 1977-03-28 1978-11-21 Realsources, Inc. Form assembly for building framework
FR2437470A1 (en) * 1978-09-28 1980-04-25 Csongrad Megyei Tanacsi Epitoi Universal building framework load-bearing support structure - is in form of beams and columns made up of single or double C=shaped sections
JPS5849284Y2 (en) * 1980-05-21 1983-11-10 株式会社淀川製鋼所 Building cantilever mounting structure
JPS61277726A (en) * 1985-06-04 1986-12-08 株式会社竹中工務店 Continuous filling construction of concrete to iron beam andsteel panel wall
US5048257A (en) * 1987-10-06 1991-09-17 Luedtke Charles W Construction system for detention structures and multiple story buildings
US4905436A (en) * 1988-03-28 1990-03-06 Hitachi Metals, Ltd. Column/beam joint structure
JPH0711206Y2 (en) * 1989-06-05 1995-03-15 株式会社淀川製鋼所 Fixed structure of beams and interludes in assembled houses
JPH04203054A (en) * 1990-11-30 1992-07-23 Asahi Chem Ind Co Ltd Column member structure
JPH0518114A (en) * 1991-07-12 1993-01-26 Haseko Corp Prefabricated reinforcing bar construction method for steel framed reinforced concrete structure building
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
JPH05331963A (en) * 1992-05-29 1993-12-14 Toshiro Suzuki Lateral buckling-reinforcing structure for structural part
JPH0914583A (en) * 1995-06-29 1997-01-17 Nippon Light Metal Co Ltd Lattice girder unit and railway stringing support beam using same
TW295982U (en) * 1996-05-17 1997-01-11 Ming-Hui Chen Light steel structure capable of being rapidly assembled
JPH10184007A (en) * 1996-12-20 1998-07-14 Takenaka Komuten Co Ltd Construction method for steel pipe concrete column
US5941035A (en) * 1997-09-03 1999-08-24 Mega Building System Ltd. Steel joist and concrete floor system
RU2148451C1 (en) * 1998-12-29 2000-05-10 ОАО "Магнитогорский металлургический комбинат" Method for making different-flange bent z-shaped section
JP2001003480A (en) * 1999-06-21 2001-01-09 Shinshin Kensetsu Kk Method and member for forming thermal insulation outer wall, and the thermal insulation outer wall
JP2001248229A (en) * 2000-03-02 2001-09-14 Masaru Tsuda Adjustable floor plan type bolt building and building model
CN1118602C (en) * 2000-08-11 2003-08-20 许琦 Truss with steel frame for reinforced concrete structure
US7143554B2 (en) * 2000-08-15 2006-12-05 Sachs Melvin H Composite column and beam framing members for building construction
US7716899B2 (en) * 2003-04-14 2010-05-18 Dietrich Industries, Inc. Building construction systems and methods
ECSP034697A (en) * 2003-07-18 2004-06-28 Cabezas Pedro Nel Fernando Ospina INTEGRAL MIXED STRUCTURAL CONSTRUCTION SYSTEM
US7299596B2 (en) * 2004-04-21 2007-11-27 John Hildreth Framing system
US8234827B1 (en) * 2005-09-01 2012-08-07 Schroeder Sr Robert Express framing building construction system
JP4822865B2 (en) * 2006-02-09 2011-11-24 輝夫 中上 Fastening structure
WO2008094175A2 (en) * 2006-06-20 2008-08-07 New Jersey Institute Of Technology System and method of use for composite floor
US7642550B2 (en) * 2006-07-25 2010-01-05 Micron Technology, Inc. Multi-layer structures for parameter measurement
US20080040997A1 (en) * 2006-08-17 2008-02-21 Klein James A Load-bearing framing assembly and related method
CA2694101C (en) * 2007-06-22 2015-03-24 Diversakore Llc Framing structure
US8056291B1 (en) * 2007-10-12 2011-11-15 The Steel Networks, Inc. Concrete and light gauge cold formed steel building structure with beam and floor extending over a load bearing stud wall and method of forming
CN102209821B (en) * 2008-11-07 2014-07-09 韩国建设技术研究院 Formed steel beam for steel-concrete composite beam and slab
CN201433482Y (en) * 2009-04-14 2010-03-31 谢英俊 Wall provided with skin effect structure
TWM387889U (en) * 2009-12-18 2010-09-01 ying-jun Xie Expansion type wall keel and wall made thereby
NZ601123A (en) * 2009-12-18 2014-07-25 Patco Llc Panelized structural system for building construction
CN102312483B (en) * 2010-06-30 2013-12-25 谢英俊 Square light steel member with reinforcement parts
CN102071815B (en) * 2011-01-20 2013-07-24 谢英俊 Wall with tie steel mesh structure
JP5814003B2 (en) * 2011-06-13 2015-11-17 積水ハウス株式会社 Connecting bracket, frame provided with the same, and building using the same
US20150000224A1 (en) * 2012-01-06 2015-01-01 Int'l Shear Lock Systems Inc. Modular wall stud brace
CN202577704U (en) * 2012-01-13 2012-12-05 湖北弘毅建筑装饰工程有限公司 Composite floor slab for steel structure building
JP6018783B2 (en) * 2012-04-17 2016-11-02 株式会社安藤・間 Seismic reinforcement structure and seismic reinforcement method
CN103452188B (en) * 2012-04-25 2015-07-08 株式会社Drb东一 Steel frame structure using u-shaped composite beam
CN204940522U (en) * 2015-01-26 2016-01-06 谢英俊 The D light Steel Structure that two-way continuous twin beams is formed

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4342177A (en) * 1979-06-18 1982-08-03 Smith Donald A Prefabricated steel frame building construction components and methods
CN201502135U (en) * 2009-08-20 2010-06-09 谢英俊 Light steel roof truss with continuous twin-beam structure
TWM377446U (en) * 2009-08-24 2010-04-01 ying-jun Xie Light steel house frame installed with continuous dual-beam structure
CN103114668A (en) * 2013-02-04 2013-05-22 谢英俊 Light type composite floor
CN203296170U (en) * 2013-06-24 2013-11-20 北京亚太可建钢结构技术研发有限公司 Double-beam steel frame structure
CN103711230A (en) * 2013-12-10 2014-04-09 谢英俊 Wall body with skin effect
CN103790231A (en) * 2014-01-24 2014-05-14 成都常民世纪建筑科技有限公司 Light steel roof truss with continuous structural beams

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3085844A4

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108166612A (en) * 2018-01-24 2018-06-15 长安大学 A kind of multilayer light gauge cold-formed steel shape-concrete composite structure building construction system
CN112459488A (en) * 2020-11-17 2021-03-09 武汉一冶建筑安装工程有限责任公司 Fixing construction method for medium-sized steel beam of steel reinforced concrete composite structure
RU205941U1 (en) * 2021-04-13 2021-08-12 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" FRAME ASSEMBLY WITH TIGHTENING
CN114197743A (en) * 2022-01-20 2022-03-18 内蒙古工业大学 Energy-saving environment-friendly assembly type wall based on coal gangue ceramsite and assembly method thereof

Also Published As

Publication number Publication date
CN105297887B (en) 2019-06-07
PH12016500906A1 (en) 2016-07-04
TW201529938A (en) 2015-08-01
CN105297887A (en) 2016-02-03
RU2016133978A (en) 2018-03-01
RU2016133978A3 (en) 2018-03-01
TW201608086A (en) 2016-03-01
ES2877406T3 (en) 2021-11-16
US20160298333A1 (en) 2016-10-13
EP3085844B1 (en) 2021-04-07
TWI632272B (en) 2018-08-11
TWM522974U (en) 2016-06-01
RU2651723C2 (en) 2018-04-23
EP3085844A4 (en) 2017-08-09
EP3085844A1 (en) 2016-10-26
BR112016017131A2 (en) 2017-10-03
BR112016017131B1 (en) 2022-04-12
MY178769A (en) 2020-10-20
CN103790231A (en) 2014-05-14
JP2017503942A (en) 2017-02-02
JP6368787B2 (en) 2018-08-01

Similar Documents

Publication Publication Date Title
TWI632272B (en) Three-dimensional light steel frame composed of two-way continuous double beams
CN106836479B (en) Assembled prestressed concrete frame structure
WO2019206194A1 (en) Prefabricated floor slab, connection structure thereof and construction method therefor
CN108729564B (en) Assembled building system
CN204940522U (en) The D light Steel Structure that two-way continuous twin beams is formed
CN111962952A (en) Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar bottom node and manufacturing method
CN111173120A (en) Laminated floor slab splicing structure, construction method thereof and residential system with combined structure
EP2076637B1 (en) Building floor structure comprising framed floor slab
JP4799107B2 (en) Mouth structure of wooden structure material, horizontal member, column base structure and column base metal fittings, wooden frame having the same and method of assembling the same
KR20040079917A (en) Doubly prestressed roof-ceiling construction with grid flat-soffit for extremely large spans
CN113356349A (en) Assembled frame structure system
CN212176045U (en) Laminated floor slab splicing structure and residential system with composite structure
CN105133786A (en) Hollow type combination beam for quick construction and construction method
CN110670748A (en) Steel wire framework heat-insulation prefabricated slab, assembled composite floor slab and preparation method thereof
CN115928909A (en) Short-limb shear wall assembled light steel combined truss bearing steel wire mesh frame mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof
CN108412120A (en) A kind of shaped steel and the building structure including the shaped steel
WO2006032078A1 (en) Modular construction system and method
CN108571169B (en) Construction method for factory prefabricated steel concrete superposed shear wall assembly type building
CN113356371A (en) Construction method of assembled frame structure system
US11713576B2 (en) Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams
CN219327204U (en) Steel frame assembled light steel wire net rack mortar-perlite-polyphenyl enclosure wall
CN110016968B (en) Unilateral assembled connected node of precast concrete beam-prefabricated coincide composite column
CN219386745U (en) Short limb assembled light steel combined steel wire net frame mortar-perlite-polyphenyl enclosure wall
CN218933508U (en) Assembled light steel bearing steel wire net rack mortar-perlite-polyphenyl enclosure wall
CN219327223U (en) Assembled light steel strip hollow steel bar truss concrete strip superposed one-way floor slab

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: 15740446

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 12016500906

Country of ref document: PH

WWE Wipo information: entry into national phase

Ref document number: 15037584

Country of ref document: US

REEP Request for entry into the european phase

Ref document number: 2015740446

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 2015740446

Country of ref document: EP

ENP Entry into the national phase

Ref document number: 2016548224

Country of ref document: JP

Kind code of ref document: A

NENP Non-entry into the national phase

Ref country code: DE

WWE Wipo information: entry into national phase

Ref document number: IDP00201605439

Country of ref document: ID

ENP Entry into the national phase

Ref document number: 2016133978

Country of ref document: RU

Kind code of ref document: A

REG Reference to national code

Ref country code: BR

Ref legal event code: B01A

Ref document number: 112016017131

Country of ref document: BR

ENP Entry into the national phase

Ref document number: 112016017131

Country of ref document: BR

Kind code of ref document: A2

Effective date: 20160722