WO2012149905A1 - 一种梁挂接件、建筑框架结构及安装方法 - Google Patents

一种梁挂接件、建筑框架结构及安装方法 Download PDF

Info

Publication number
WO2012149905A1
WO2012149905A1 PCT/CN2012/075055 CN2012075055W WO2012149905A1 WO 2012149905 A1 WO2012149905 A1 WO 2012149905A1 CN 2012075055 W CN2012075055 W CN 2012075055W WO 2012149905 A1 WO2012149905 A1 WO 2012149905A1
Authority
WO
WIPO (PCT)
Prior art keywords
hanging
joint
connecting portion
attachment member
plug
Prior art date
Application number
PCT/CN2012/075055
Other languages
English (en)
French (fr)
Inventor
杨东佐
Original Assignee
Yang Dongzuo
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 Yang Dongzuo filed Critical Yang Dongzuo
Publication of WO2012149905A1 publication Critical patent/WO2012149905A1/zh

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • 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
    • E04B2001/2421—Socket type connectors
    • 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
    • E04B2001/2451—Connections between 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
    • E04B2001/249—Structures with a sloping roof

Definitions

  • the invention relates to a beam hanging member for a building, a frame structure and a mounting method of the frame structure, in particular to a beam hanging member, a beam frame structure and a beam frame structure mounting method for a steel frame structure of a building.
  • connection node is carried by the connecting fastener or the welded part, which will cause the stress to be excessively concentrated on the connection node between the beam and the column or the beam and the beam, so that the connection node is weaker and the connection is more fragile, which greatly reduces The safety of the existing building frame structure shortens the service life. This is the biggest technical problem in the existing traditional steel structure framework.
  • the third is the traditional building steel frame beam and the connection between the beam or beam and the beam due to the use of bolted joints or welding, the design and processing of the joint connection must be carried out, when the beam or column should use standard profiles
  • the connecting end must be specially designed and processed.
  • the beam or column does not use the standard profile, it needs to be specially manufactured.
  • the two methods cannot realize large-scale standardized production, the cost is high, and the beam or column size processing error is easy to occur.
  • the connection error makes it difficult for the inherently fragile connection location to withstand the weight of the building and the transfer of load forces.
  • the utility model is characterized in that: the house support is composed of a load-bearing column, a load-bearing beam, a connecting piece and a column cap connection, the bearing beam is inserted into the load-bearing column, the bearing column and the column cap are inserted, and the load-bearing column is fixed by bolts, and the top of the load-bearing column is
  • the cap cap has a top and bottom column connection bolts, and the bottom of the load-bearing column has a screw hole at the bottom.
  • the column and the column are connected by a connecting piece.
  • the dovetail of the bearing beam is inserted into the dovetail groove on the column cap, and the card at the bottom of the column cap is inserted.
  • the trough is inserted into the column top dovetail dovetail, and the upper part of the column cap is inserted into the dovetail groove and the load-bearing beam dovetail.
  • various sizes of components can be assembled on site to become various styles of houses, which can be reused after being removed to reduce construction waste. Standardize the main structural components Rubber pads are added between the components of the building components to cushion seismic waves and enhance seismic performance.
  • the building components can be disassembled after installation, can be reused, reduce a large amount of construction waste, and the construction is simple, the labor intensity of the construction workers is reduced, and the existing engineering construction has great pollution to the surrounding environment, high noise, long cycle, and excellent engineering quality. Low problem.
  • the load-bearing column of the technical solution is not a standard building profile such as an existing I-shaped steel, an H-shaped steel, a square steel pipe or a round steel pipe, but a non-standard component with a relatively complicated column foot and a column head.
  • the column needs to be specially formed in one time.
  • the load-bearing column is up to several meters long, the load-bearing column is formed once, the mold cost and the production cost are quite high.
  • the height of the floor and the force of the load-bearing column are constantly changing, the difference is different. The height of the building requires different molds to form load-bearing columns of different lengths.
  • the cantilever beam and the stud head are matched with a dovetail groove and a dovetail. If the cantilever beam adopts standard I-shaped steel, H-shaped steel, square steel pipe, round steel pipe, channel steel, etc., since the cross section is not solid, it is processed into a dovetail. It is poorly stressed.
  • a steel structure building component which comprises a steel pipe column for pouring concrete, a steel beam bracket and a U-shaped steel beam, and the steel beam bracket is composed of at least one bracket welded around the steel pipe column.
  • Each bracket is composed of parallel upper and lower holding column plates and at least one pair of connecting plates vertically arranged between the upper and lower holding column plates.
  • the upper and lower holding column plates have a circular arc surface, a body portion and a connection along each pair.
  • the steel beam bracket of the technical solution is composed of at least one bracket welded around the steel pipe column, the gravity of the beam, the column, the floor and the like is finally transmitted to the joint of the steel pipe and the bracket, which causes excessive stress concentration.
  • the connection between the beam and the column or the beam and the beam makes the connection node weak and the connection weak, which greatly reduces the safety of the building frame structure and shortens the service life.
  • a lightweight steel structure building connection butt joint which comprises a convex end combination body, a concave end combination body, an upper tube, a lower tube, a beam and a wedge plate; the upper tube set is convex
  • the upper end of the end combination body has a step, the lower end has a step in the middle, the lower end is inserted into the upper end of the concave end combination body;
  • the lower tube is set outside the lower end of the concave end combination body;
  • the outer end of the concave end combination body is provided with an ear plate on the beam
  • a wedge plate is connected by bolts, nuts and washers, and the oblique wedge end of the oblique wedge body combined with the beam is inserted into the inclined groove on the ear plate of the concave end combination body and locked by the cross pin locking member tight.
  • a universal joint device for steel structure which is composed of steel ox legs, steel columns and steel beams.
  • the steel ox legs include joint connecting plates, webs, reinforcing plates, steel ox legs
  • the node connecting plate is fixed with the grooved steel and the web and the reinforcing plate, and the node device has the same structure.
  • the reinforcing plate needs to cooperate with the shape of the steel column. Due to the poor manufacturing precision of the steel column, the poor cooperation will affect the force.
  • the matching effect is less ideal;
  • the node connecting plate, the web and the reinforcing plate are fixed together as separate pieces, not integrally formed, and the force is poor, especially the gravity load of the beam, column, floor, etc. is finally transmitted to the welding joint and the fastener of the connecting node. Withstand, this will cause the stress to be excessively concentrated on the joint between the beam and the column or the beam and the beam, so that the connection node is weakly stressed and the connection is weak, which will greatly reduce the safety of the building frame structure, poor seismic resistance and shorten the service life.
  • the closest prior art is the invention patent of 97101724.7, which discloses a steel-plastic light building and its construction.
  • the manufacturing method is a thin-walled light steel injection molding building, which is formed by combining a thin-walled light steel structure and a high-pressure foamed plastic molded in a hollow inner cavity of a member, which is mainly composed of a column member, an upper and a lower column joint, and a double single beam.
  • the cushion layer, the foundation, the array lime pile, the ground anchor, and the like are connected to each other.
  • the column member has a supporting effect on the lower column joint
  • the lower column joint has a supporting effect on the beam bucket
  • the beam bucket has a supporting function on the upper column joint
  • the upper column joint has a supporting effect on the column member
  • the beam bucket is opposite to the beam Supporting, the gravity load of beams, columns, slabs, etc. will not be transmitted to the joints and fasteners of the joints at the end; however, the connection of the column members and the beams in the technical solution needs to be connected through the upper columns.
  • the joint, the lower column joint and the beam bucket can be realized.
  • the combination of the multiple parts can realize the connection between the column member and the beam, the rigidity is poor, the assembly error is large, and the second is the joint between the lower column joint and the column member and the lower column joint.
  • the beam bucket, the beam bucket and the upper column joint, the upper column joint and the column member are all fixed by self-pressing bolts or welding.
  • the number of steps is large, the installation takes time, and the installation process often causes the verticality of the column member and its installation position.
  • the adjustment of the difficulty is difficult; in the technical solution, the rigidity of the plurality of parts connecting the column member and the beam is poor, and the combination is less rigid, which is not conducive to the bearing and transmission of heavy load; The gravity of the column, the floor, etc.
  • connection method, the gravity of the beam and the gravity of the plate supported on the beam are finally concentrated on the fastener or welded.
  • the stress is excessively concentrated on the connection position between the beam and the beam, so that the connection position is subjected to a force difference and the connection is weak. If an additional connector is not used, the fastener cannot be achieved because the end face of one beam is to be fixed to the side of the other beam.
  • the first technical problem to be solved by the present invention is to provide a support that does not require a column, does not require welding, etc., and can easily and quickly connect the beam to the beam, and the stress is not excessively concentrated on the beam and A beam attachment for the connection location between the connecting nodes of the beam.
  • a second technical problem to be solved by the present invention is to provide a support that does not require a column, does not require welding, etc., and can easily and quickly connect the beam to the beam, and the stress is not excessively concentrated on the beam and Beams and beam splicing joints between the connecting joints of the beam and other beams can be hanged to other beams without first fixing the beam and beam splicing, beam and beam splicing without separation and beam and beam
  • the attachment is an architectural frame structure that is easily connected to the movable position of the relative position.
  • a third technical problem to be solved by the present invention is to provide a support that does not require a column, does not require welding, etc., and can easily and quickly connect the beam to the beam, and the stress is not excessively concentrated on the beam and Beams and beam splicing joints between the connecting joints of the beam and other beams can be hanged to other beams without first fixing the beam and beam splicing, beam and beam splicing without separation and beam and beam
  • the attachment is a mounting method of the movable frame structure of the movable connection in which the relative position is easily adjusted.
  • a beam hitch comprising an integrally formed beam plug or beam support joint, a suspension portion suspended from the beam, a connecting beam plug joint or a joint of the beam support joint and the suspension portion; the suspension portion includes a direct support on the beam
  • the first supported surface of the beam is further provided with a beam side abutting surface that is resisted by the beam, and the beam side abutting surface is located below the first supported surface.
  • the beam plug connector or the beam support joint is one, the suspension portion is one, and the connecting portion is one; the connecting portion extends vertically downward from the bottom surface of the hanging portion, and the beam plug joint or the beam support joint Provided on the side of the connecting portion facing away from the hanging portion; the bottom surface of the hanging portion is the first supported surface directly supported on the beam; the side portion of the connecting portion provided with the hanging portion is the beam side resisting surface resisted by the beam, and the beam side resists The face is at an angle of 90° to the first supported surface.
  • the beam plug joint is composed of a symmetrical first beam plug joint and a second beam plug joint or the beam support joint is composed of a symmetrical first beam support joint and a second beam support joint.
  • the connecting portion is composed of a symmetrical first connecting portion and a second connecting portion; the hanging portion is one; the first connecting portion and the second connecting portion are vertically extending downward from the bottom surface of the hanging portion, and the first beam plug connector Or the first beam support joint is disposed on a side of the first connecting portion facing away from the hanging portion, and the second beam plug joint or the second beam supporting joint is disposed on a side of the second connecting portion facing away from the hanging portion; the bottom surface of the hanging portion is a first supported surface directly supported on the beam; a side of the first connecting portion provided with the hanging portion is a first beam side abutting surface that is resisted by the beam, and a second connecting portion is provided with a side of the hanging portion that is resisted by the beam The second beam side abutting
  • the beam hitch further comprises an upper vertical plug joint supporting the plug in a vertical direction of the armrest;
  • the hanging portion is one, and the beam side abutting surface is a vertical surface on the hanging portion;
  • the connecting portion is one, and is bent obliquely downward along an outer vertical side of the hanging portion;
  • the beam plug joint or the beam supporting joint is one, disposed on the end surface of the connecting portion facing away from the hanging portion and obliquely downward;
  • the joint is placed on the top surface of the suspension.
  • the beam side resisting surfaces are two, forming a U-shaped groove with an opening downward with the first supported surface;
  • the upper vertical plug joint is a circular tubular shape having a circular cross section extending vertically upward from the top surface of the hanging portion. Boss.
  • the beam hitch further comprises an upper vertical plug joint that is inserted into the vertical support column of the armrest; the hanging portion is one, and the beam side abutting surface is a vertical surface on the hanging portion;
  • the connecting portion is one, and is bent obliquely upward along the top surface of the hanging portion;
  • the beam plug connector or the beam supporting joint is one, disposed on the end surface of the connecting portion facing away from the hanging portion and obliquely upward;
  • the upper vertical plug connector is disposed at the hanging portion The top surface.
  • the beam side resisting surfaces are two, forming a U-shaped groove with an opening downward with the first supported surface;
  • the upper vertical plug joint is a circular tubular shape having a circular cross section extending vertically upward from the top surface of the hanging portion. Boss.
  • the hanging portion is one; the connecting portion is one, which is bent upward and outward along the top surface of the hanging portion; the beam plug joint or the beam supporting joint is one, and the connecting portion is disposed away from the hanging portion The end face is inclined upwards.
  • the connecting portion is formed in an inverted V shape, the hanging portion is disposed at a corner position of the connecting portion and disposed under the connecting portion, and the opening portion is provided with a downwardly facing groove;
  • the beam plug connector or The beam support joints are two, that is, the first beam plug joint or the first beam support joint and the second beam plug joint or the second beam support joint, the end surface of the vertical joint portion is obliquely downwardly convex;
  • the bottom surface of the groove is the first The supported surface;
  • the two sides of the groove are the beam side abutting faces.
  • the beam splicing member is provided with a horizontally threaded through hole communicating with the beam side abutting surface.
  • the beam plug joint includes two symmetrical and side by side horizontal projections extending outward from the end faces of the vertical joints.
  • the beam plug joint includes a square tubular projection extending horizontally outward from a side of the connecting portion away from the hanging portion.
  • the building frame structure includes more than two beam hooks;
  • the beam hitch comprises an integrally formed beam plug or beam support joint, a suspension portion, a connecting beam plug joint or a joint of the beam support joint and the suspension portion; Both ends of the girder or beam support joints of the beam attachment joint and the suspension of the beam attachment joint directly support and suspend the beam thereon.
  • the beam hanger comprises a first beam attachment member and a second beam attachment member; the first beam attachment member has a beam insertion joint, the suspension portion is one, the connection portion is one; the connection portion is from the suspension portion. a bottom surface extending vertically downwardly, the beam plug joint being disposed on a side of the connecting portion facing away from the hanging portion; the structure of the second beam hitting member being symmetrical with the vertical plane of the first beam hanging member about the center position thereof; a beam connected between the first beam attachment member and the second beam attachment member; the first beam attachment member is inserted into one end of the beam, and the second beam insertion joint is inserted into the other end of the beam; The beam hanger and the second beam hanger are respectively suspended on the corresponding beam.
  • the beam hanger further comprises more than one third beam hanger;
  • the beam connector of the third beam attachment is formed by a symmetrical first beam connector and a second beam connector;
  • the first connecting portion and the second connecting portion are vertically extending downward from the bottom surface of the hanging portion, and the first beam plug connector is disposed away from the first connecting portion and the second connecting portion.
  • a second beam plug joint is disposed on a side of the first connecting portion of the hanging portion on a side of the second connecting portion facing away from the hanging portion; the two connecting portions and the hanging portion form a U-shaped through groove having an opening downward; the first beam The hanging piece, the third beam hanging piece and the second beam hanging piece are arranged in sequence, and one beam is inserted and fixed on two opposite beam plug joints of each adjacent two beam hanging pieces; the first beam hanging The connector is suspended from the foremost beam, the second beam hanger is suspended from the last hanger beam, and the third beam hanger is suspended from the corresponding intermediate beam.
  • the beam hanger comprises a fourth beam attachment member, a fifth beam attachment member, a sixth beam attachment member, and a seventh beam attachment member;
  • the beam includes not in the same horizontal plane and not on the same vertical plane The upper beam and the lower beam;
  • the fourth beam attachment member further includes a post connector protruding upward from the fourth beam attachment body in a vertical direction;
  • the suspension portion is one, and the beam side abutting surface is a vertical portion on the suspension portion Straight;
  • the connecting portion is one, which is bent obliquely upward along the top surface of the hanging portion;
  • the beam plug connector is one, disposed on the end surface of the connecting portion facing away from the hanging portion and obliquely upward;
  • the column plug connector is disposed at the top of the hanging portion
  • the fifth beam attachment member further includes a post connector protruding upward from the fifth beam attachment body in a vertical direction;
  • the suspension portion is one, and the beam side abutting surface is a vertical surface on the suspension portion;
  • One is
  • the fourth beam attachment member, the fifth beam attachment member, the sixth beam attachment member, and the seventh beam attachment member have two beam side abutting surfaces, and the first supported surface forms an opening downward.
  • the U-shaped slot; the upper vertical plug connector is a circular tubular boss having a circular cross section extending vertically upward from the top surface of the suspension portion, and a circular tubular stair handrail is inserted into the upper vertical plug connector.
  • the beam is a top beam
  • the hanging piece is a top beam hanging piece
  • the frame structure further comprises a top layer connector
  • the top layer connector comprises a top layer connector body, and the two obliquely downwardly protruding top layers are connected a body, an inverted V-shaped plug connector
  • the top beam hanging member comprises a hanging portion, a connecting portion which is bent upward and outward along the top surface of the hanging portion, and a top oblique connecting connector which is disposed on the end surface of the connecting portion facing away from the hanging portion and obliquely protruding upward Or a top layer obliquely supporting the joint, and a receiving portion for accommodating the beam at the bottom of the hanging portion
  • the two plug connectors of the top plug connector are respectively fixedly fixed with the ends of the two symmetrical top beams, and the structure is symmetrical
  • the top diagonal connector or the top diagonal support connector of the top beam hanger is respectively fixedly connected to the other end of the two top beams fixedly connected by the top connector
  • the beam is a top beam
  • the hanging member comprises a top hanging member and a top beam hanging member
  • the top hanging member comprises two inverted V-shaped top oblique connecting connectors or a top oblique supporting joint, hanging And a connecting portion of the top oblique connecting connector or the top oblique lower supporting joint and the hanging portion
  • the connecting portion is formed in an inverted V shape, the hanging portion is disposed at a corner position of the connecting portion and is disposed below the connecting portion, and is disposed on the hanging portion
  • the top beam hanging member includes a hanging portion and a hanging portion a top portion that is bent upwardly and outwardly; a top layer oblique upper joint or a top oblique support joint that is disposed on the end surface of the connecting portion
  • the installation method of the building frame structure comprises more than two beam hanging parts;
  • the beam hanging piece comprises an integrally formed beam plug joint, a hanging part and a connection part of the beam plug joint and the hanging part;
  • the beam plug connector of the beam attachment member is inserted into the fixed beam, and the suspension portion of the beam hanger directly supports and suspends the beam thereon; the installation method includes the following steps:
  • the two ends of the beam are respectively connected to the beam hanging piece, the beam and the beam hanging piece are movably connected, and then the beam hanging piece is suspended on the corresponding beam, and then the relative position of the beam and the beam hanging piece is adjusted, and finally The beam attachment is fixed to the beam.
  • the beam and beam attachments mounted together can be suspended to the beam without first fixing the beam and the beam attachment, and the beam and beam attachments are not separated.
  • the connection between the beam and the beam can be completed conveniently and quickly, and the beam and the beam attachment are movable connections that are easy to adjust the relative positions, so the beam and the beam are hung.
  • the position adjustment of the connector is also convenient.
  • the frame structure can be realized by the support of the columns.
  • the indoors are not separated by columns, the indoor use space is large, and the utilization and aesthetics are greatly improved.
  • the gravity of the beam and the supported plate on the beam is transmitted to the beam attachment member in relation to the welding method or the connection through the non-plugged connector.
  • the beam attachment member transmits the force to the beam again, due to the beam attachment.
  • Beam joints or beam support joints, suspension joints and joints integrally formed beam joints directly support the beam, beam direct beam attachments, good stress, greatly reducing the stress concentration on the connection between the beam and the beam
  • the position of the node overcomes the weakness of the connection position, the weak connection, and greatly reduces the connection of the fastener connection or welding.
  • connection method of the scheme transfers the weight of the building uniformly and reasonably between the beam and the beam, so that the fastener or the welded portion does not need to bear the gravity of the beam on the beam and the beam, thereby greatly improving the structure of the building frame. Installation efficiency and shock resistance, service life, and safety of use.
  • the first supported surface is at an angle of 90 ° to the beam-side abutting surface, and the structure is simple.
  • the first beam attachment member and the second beam attachment member are simple in structure, and the first beam attachment member and the second beam attachment member can connect a beam and two beams perpendicular thereto, the beam,
  • the installation between the beam attachments is very convenient, the installation efficiency is high, the force is good, and the safety is good.
  • the third beam connecting piece has a simple structure, and the first beam hanging piece, the second beam hanging piece and the third beam hanging piece can connect two or more beams with three or more beams, saving hanging
  • the connection between the beam and the beam and the beam is very convenient, the installation efficiency is high, the force is good, and the safety is good.
  • the beam supporting the stairs can be installed on the beam of the main frame structure of the house, so that the building stairs can be built It becomes very simple.
  • the upper vertical joint makes the construction of the stair railing very simple, and the installation between the beam and the beam hanging piece and the beam is very convenient, the installation efficiency is high, the force is good, and the safety is good.
  • the beam side resisting surfaces are two, forming a U-shaped groove with an opening downward with the first supported surface, so that the sixth beam hanging piece, the seventh beam hanging piece, the beam hanging piece and the beam hanging piece are hooked
  • the beam is more convenient and more reliable.
  • the two inclined beam connectors can be connected together and hooked to the beam of the roof. It meets the requirement that the distance between the roof and the top beam is small, and the installation between the beam and the beam connecting piece and the beam is very convenient, and the installation efficiency is high. With top-level hooks, it is easier to install and the connection is stronger.
  • the beam plug connector is inserted into the end of the beam, and the beam hanging member is suspended on the corresponding beam without fixing each other.
  • the beam plug connector is inserted into the end of the beam, and the beam plug joint is resisted by the beam up and down, and does not need to pass.
  • Fasteners, welding, etc. the beam hangers and the beams are first fixed together, and the beam and beam hangers are connected together. When the beam hangers are suspended to the beam, the beam and beam attachments are not separated or connected. Together, the position of the hanging piece on the beam is very convenient to adjust.
  • the beam hanging piece is mounted on the beam. The rear beam is still connected with the hanging piece.
  • the position adjustment of the beam is also very convenient. After the position adjustment is completed, the fastening is used.
  • the position or spot welding is fixed in position, the installation is simple, convenient and fast, and there is no difficulty in installing the traditional steel structure frame.
  • FIG. 1 is a perspective view showing a first embodiment of the present invention.
  • Fig. 2 is a perspective view showing a second embodiment of the present invention.
  • Fig. 3 is a perspective view showing a third embodiment of the present invention.
  • Fig. 4 is a perspective view showing a fourth embodiment of the present invention.
  • Fig. 5 is a perspective view showing a fifth embodiment of the present invention.
  • Fig. 6 is a perspective view showing a sixth embodiment of the present invention.
  • Figure 7 is a perspective view showing a seventh embodiment of the present invention.
  • Fig. 8 is a perspective view showing the eighth embodiment of the present invention.
  • Figure 9 is a perspective view of a ninth embodiment of the present invention.
  • Figure 10 is a perspective view of a tenth embodiment of the present invention.
  • Figure 11 is a perspective view showing the eleventh embodiment of the present invention.
  • Figure 12 is a perspective view of Embodiment 12 of the present invention.
  • Figure 13 is a perspective view showing a thirteenth embodiment of the present invention.
  • Figure 14 is a perspective view showing a beam-and-column joint of Embodiment 13 of the present invention.
  • Figure 15 is a perspective view showing a fourteenth embodiment of the present invention.
  • Figure 16 is a perspective view showing a fifteenth embodiment of the present invention.
  • Figure 17 is a perspective view showing the connector of the embodiment 16 of the present invention.
  • Figure 18 is a perspective view showing a seventeenth embodiment of the present invention.
  • Figure 19 is a perspective view of the top panel connector of Embodiment 17 of the present invention.
  • Figure 20 is a perspective view of Embodiment 18 of the present invention.
  • Figure 21 is a perspective view showing a nineteenth embodiment of the present invention.
  • a beam hanging member which is a casting member, includes a block-shaped hanging portion 1 supported on the beam, and a block-shaped connecting portion extending downward from the bottom surface 6 of the vertical hanging portion 1 2.
  • a beam connector 3 that is placed on the side of the connecting portion 2 facing away from the suspension portion 1 and that is inserted into the beam end portion to be inserted into the beam end portion.
  • the beam plug connector 3 comprises two symmetrical U-shaped blocks 4 and U-shaped blocks 5 extending vertically from the side of the connecting portion facing away from the hanging portion and opening toward the sides.
  • the bottom surface 6 of the hanging portion is directly a first supported surface supported on the beam; a side surface 7 connected to the bottom surface 6 and perpendicular to the connecting portion is a beam side abutting surface that is resisted by the beam, and the beam side abutting surface is located below the first supported surface.
  • a circular table 12 is disposed on the bottom plane of the U-shaped groove of the U-shaped block 10 and the U-shaped block 11, and a reinforcing rib 13 is connected between the circular table 12, A threaded through hole 14 is provided in each of the circular tables.
  • a threaded through hole 17 is provided in the connecting portion 15 to the vertical beam side abutting surface 16 and communicates with the beam side abutting surface 16.
  • a beam hanging member includes a hanging portion supported on the beam, and a first connecting portion and a second connecting portion are symmetrically extended from the bottom surface 21 of the hanging portion.
  • a first beam plug joint on the side 22 facing away from the first connecting portion of the suspension portion inserted into the beam end portion to be inserted into the beam end portion, disposed on the side surface 23 of the second connecting portion facing away from the hanging portion, inserted into the other side
  • a second beam plug joint in which the end of the beam is thus inserted into the end of the beam.
  • the first beam connector includes two symmetrical U-shaped blocks 24, U-shaped blocks 25 that are vertically extending from the side 22 and open to the sides.
  • a circular table 27 is provided on the bottom plane 26 of the U-shaped groove of the U-shaped block 24, and ribs 28 are connected between the circular tables 27, and a first threaded through hole 29 is provided in each of the circular tables 27.
  • the bottom surface 21 of the hanging portion is a first supported surface directly supported on the beam; the side surface 37 of the first connecting portion provided with the hanging portion is a first beam side abutting surface that is resisted by the beam, and the second connecting portion is provided with a hanging portion.
  • the side surface 38 is a second beam side abutting surface that is resisted by the beam; the first beam side abutting surface is at an angle of 90° with the first supported surface, and the second beam side abutting surface is at an angle of 90° with the second supported surface;
  • the first beam side abutting surface, the first supported surface, and the second beam side abutting surface form a U-shaped through groove having an opening downward.
  • a threaded through hole 35 is provided on the first connecting portion connection and is perpendicular to the first beam side abutting surface and communicates with the first beam side abutting surface, and the second connecting portion is provided with a vertical second beam side abutting surface and the second connecting portion A threaded through hole 36 that communicates with the beam side abutting surface.
  • a beam hitch member is different from the first embodiment in that the beam plug joint includes a square ring extending perpendicularly from a side surface 42 of the connecting portion 41 facing away from the hanging portion 40.
  • Square tubular protrusion 43 Square tube
  • the four sides of the convex portion 43 are provided with elastic tabs 44.
  • One end of the elastic tongue 44 away from the connecting portion 41 is connected to the square tubular convex portion 43, and one end of the elastic tongue 44 facing the connecting portion is a free end.
  • the beam plug joints each include a square tubular convex portion 53 having a square ring cross section extending perpendicularly from the side surface 52 of the connecting portion 51 facing away from the hanging portion 50.
  • Elastic tongues 54 are disposed on four sides of the square tubular convex portion 53, and one end of the elastic tongue 54 away from the connecting portion 51 is connected to the square tubular convex portion 53, and one end of the elastic tongue 54 facing the connecting portion is Free end.
  • the hanging member is a top beam hanging member
  • the top beam hanging member includes a hanging portion 56, and a connecting portion 57 which is bent upward and outward along the top surface of the hanging portion 56;
  • the connecting portion 57 faces away from the end surface of the hanging portion 56 and protrudes obliquely upward from the top layer obliquely supporting the joint 58, and a three-sided vertical U-shaped groove 59 is provided at the bottom of the hanging portion 56.
  • the top diagonal upper support joint 58 includes side projections 60 extending from the obliquely upward end faces of the vertical joints 57.
  • the top surface of the vertical side protrusion 60 extends obliquely upward and is outwardly bent to be provided with two symmetrical, juxtaposed limiting protrusions 61 and limiting protrusions 62.
  • the limiting protrusions 61 and the limiting protrusions 62 are A circular table 63 is disposed on the bottom plane of the groove formed by the side convex portion, and a reinforcing rib 64 is connected between the circular table 63, and a threaded through hole 65 is formed in the circular table 63.
  • a rib 66 connected to the connecting portion 57 is provided below the side convex portion 60.
  • the hanging member is a top hanging member
  • the top mounting includes two inverted V-shaped structurally symmetrical top oblique lower supporting joints 67, a top oblique lower supporting joint 68, a hanging portion 69, and a connecting top oblique a lower support joint 67, a connecting portion 70 of the top oblique lower support joint 68 and the hanging portion 69;
  • the connecting portion 70 is formed in an inverted V shape, and the hanging portion 69 is disposed at a corner position of the connecting portion 70 and placed under the connecting portion 70, in suspension
  • the portion 69 is provided with a recess 71 in which the opening is downwardly fitted to the top beam; the top end oblique lower support joint 67, and the end surface of the top oblique lower support joint 68 of the vertical connecting portion 70 are obliquely protruded downward.
  • the top diagonal lower support joint 67 includes side projections 72 extending from the obliquely downward end faces of the vertical joints 70.
  • the top surface of the vertical side protrusion 72 extends obliquely upward and is outwardly bent to be provided with two symmetrical, juxtaposed limiting protrusions 73 and limiting protrusions 74.
  • the limiting protrusions 73 and the limiting protrusions 74 are A circular table 75 is disposed on the bottom plane of the groove formed by the side convex portion 72.
  • a reinforcing rib 76 is connected between the circular table 75, and a threaded through hole 77 is formed in the circular table 75.
  • a beam hanging member includes a hanging portion 80 supported on the beam, and a connecting portion 81 which is vertically extended from one side of the hanging portion 80 to one side and then bent downward is provided.
  • the connecting portion 81 On the downward end surface of the connecting portion 81, the beam end portion is inserted so as to be inserted into the square tube-shaped beam plug joint 82, and the top surface of the hanging portion 80 is inserted into the vertical support column of the armrest.
  • the ladder has a tubular shape and a vertical insertion joint 83.
  • a U-shaped through groove is formed at the bottom of the hanging portion with three openings facing downwards, and the bottom surface 84 of the U-shaped through groove is a first supported surface directly supported on the beam; the side 85 of the U-shaped through groove For the first beam side abutment surface that is resisted by the beam, the side 86 of the U-shaped channel is the second beam abutment surface that is resisted by the beam.
  • a beam hanging member includes a hanging portion 90 supported on the beam, and a connecting portion 91 which is vertically extended from the top surface of the hanging portion 90 and is bent upward, is disposed at the connecting portion 91. a downwardly facing end surface, a beam insertion end portion into which a beam end portion is inserted so as to be inserted into a square tube portion, and a stepped tube which is disposed on a top surface of the suspension portion 90 and which is inserted into a vertical support column of the armrest
  • the upper and lower insertion joints 93 are formed.
  • a U-shaped through groove perpendicular to the three faces facing downward is provided, and the bottom surface of the U-shaped through groove is provided.
  • 94 is a first supported surface directly supported on the beam;
  • a side surface 95 of the U-shaped through groove is a first beam side abutting surface that is resisted by the beam,
  • the side 96 of the U-shaped channel is the second beam abutment surface that is resisted by the beam.
  • a beam hanging member which is a casting member, includes a hanging portion 100 supported on the beam, a connecting portion that extends vertically upward from the top surface of the hanging portion 100 and is bent upward and outward. 101.
  • a square tubular beam connector 102 is provided on the end surface of the vertical connecting portion 101 facing upward to be inserted into the beam end to be inserted into the beam end.
  • An inverted L-shaped notch having an angle of 90° is disposed at the bottom of the hanging portion 100, and the surface 103 of the notch facing away from the top surface of the hanging portion is a first supported surface directly supported on the beam; the surface 104 of the notched vertical top surface It is the beam side resisting surface that is resisted by the beam.
  • three U-shaped recesses 106 are formed at the bottom of the connecting portion 105.
  • the beam hanger is a top beam hanger
  • the top beam hanger includes an integrally formed first beam connector 110 and a second beam connector 111 with an opening facing the beam facing downward.
  • the connecting portion 113 is formed in an inverted V shape.
  • the hanging portion 112 is disposed at a corner position of the connecting portion 113 and placed under the connecting portion 113.
  • the first beam plug connector 110 and the second beam plug connector 111 are square tubular protrusions extending from two downward facing end faces of the vertical connecting portion, and the square tube of the first beam plug connector 110 and the second beam plug connector 111 The angle of the convex portion is greater than 90° and less than 180°.
  • the bottom surface 114 of the groove is a first supported surface directly supported on the beam; the two sides 115, 116 of the groove are beam-side abutting faces that are at an angle of 90° to the first supported surface and are resisted by the beam, the beam
  • the side abutment surface is located below the first supported surface.
  • a building frame structure includes a column 125, a column 126, a column 127, a column 128, and a column-connecting member 129 which are fixed at four diagonal positions of a rectangular shape, and the lower column plug connector and the column are fixedly connected.
  • the beam and column connection member 130, the beam and column connection member 131, the beam and column connection member 132, the horizontal support joint opposite to the beam and column connection member 129 and the beam and column connection member 130 support the fixed beam 120, and the beam and column connection member 130, the beam
  • the horizontal support joints of the column connecting members 131 support the fixed beams 133
  • the horizontal support joints opposite to the beam-column joints 131 and the beam-column joints 132 support the fixed beams 121
  • the opposing horizontal support joints support the fixed beams 134.
  • the beams and columns connected to the beam-column connections are H-beams.
  • the first beam attachment member 122 and the second beam attachment member 123 are structurally symmetrical, and the beam ends of the first beam attachment member 122 and the second beam attachment member 123 are inserted and fixed to the beam 124.
  • the first beam attachment member 141 and the second beam attachment member 142 are respectively symmetrical, and both ends are connected to the beam attachment joint of the first beam attachment member 141 and the second beam attachment member 142.
  • the first beam attachment member 144 and the second beam attachment member 145 are respectively symmetrical, and both ends are connected to the first beam attachment member 144 and the beam insertion joint of the second beam attachment member 145. .
  • the beam 124, the beam 143, and the beam 146 are square steel tubes.
  • the first beam attachment member 122, the first beam attachment member 141, and the first beam attachment member 144 are sequentially suspended on the first beam 120, the second beam attachment member 123, the second beam attachment member 142, and the second The beam hanger 145 is suspended from the second beam 121.
  • the beam-column connector includes a beam-and-column connector body 135, horizontally protruding horizontal and horizontal support joints 136 of the beam-and-column joint body 135, horizontal support joints 137, and vertical and downwardly protruding beam-column joints
  • the lower post connector 138 of the body 135 protrudes upward from the upper post connector 139 of the beam connector body 135.
  • the mounting method of the hanger and the beam includes the following steps:
  • the square tubular convex portion of the beam insertion joint of the first beam hanging member 122 is inserted into the square inner cavity of the beam 124, and the square tubular convex portion is resisted by the beam 124 up and down, and the elastic tongue will be square tubular convex portion and The ends of the beam 124 are clamped;
  • the square tubular convex portion of the second beam plug joint is inserted into the square inner cavity of the other end of the beam 124, the square tubular convex portion is up-and-downly resisted by the beam, and the elastic tongue pushes the square tubular convex portion and the end portion of the beam 124.
  • the first beam hanging member 122 is hung on the first beam 120, and the second beam hanging member 123 is hung on the second beam 121; the adjusting beam 124 is attached to the first beam hanging member 122 and the second beam
  • the first beam attachment member 122 and the first beam 120 are finally fixed by a locking screw (not shown), and the second beam attachment member 123 and the second beam member 121 are passed through the locking screw 140. fixed.
  • the beam 143 of the two ends of the first beam splicing member 141 and the second beam splicing member 142 is fixedly coupled to the beam of the first beam splicing member 144 and the second beam splicing member 145.
  • the plug connector is fixed to the fixed beam 146 as above.
  • a building frame structure which differs from Embodiment 13, further includes a structurally symmetrical third beam attachment member 160 and a fifth beam attachment member 168, a fourth beam attachment member 162, Four beam attachment member 164, fourth beam attachment member 166, beam 161, beam 163, beam 165, beam 167.
  • Beam 161, beam 163, beam 165 and beam 167 are square steel tubes.
  • the structure of the third beam attachment member 160 is the same as that of the embodiment 4.
  • the structure of the fourth beam attaching member 162, the fourth beam attaching member 164, and the fourth beam attaching member 166 is the same as that of the fifth embodiment.
  • the beam connector of the third beam attachment member 160 is fixedly coupled to one end of the beam 161, and the other end of the beam 161 is fixedly coupled to a beam connector of the fourth beam attachment member 162, and the fourth beam attachment member 162 is The other beam connector is inserted and fixed to one end of the beam 163, the other end of the beam 163 is fixedly coupled to one of the beam connectors of the fourth beam attachment member 164, and the other beam connector of the fourth beam attachment member 164 is One end of the beam 165 is inserted and fixed, and the other end of the beam 165 is fixedly connected to one of the beam connectors of the fourth beam attachment member 166, and the other beam connector of the fourth beam attachment member 166 is inserted into one end of the beam 167.
  • the other end of the beam 1673 is fixedly coupled to the beam plug connector of the fifth beam attachment member 168.
  • the third beam attachment member 160, the fourth beam attachment member 162, the fourth beam attachment member 164, the fourth beam attachment member 166 and the fifth beam attachment member 168 are respectively suspended and fixed to the beam 134, the beam 124, Beam 143, beam 146, beam 133.
  • the method of installing the beam and beam attachments further includes the following steps:
  • the beam connector of the third beam attachment member 160 is inserted into one end of the beam 161, and the other end of the beam 161 is inserted into a beam connector of the fourth beam attachment member 162, and the fourth beam attachment member 162 is The other beam plug connector is inserted into one end of the beam 163, the other end of the beam 163 is plugged into one beam plug connector of the fourth beam hitch 164, and the other beam plug connector of the fourth beam hitch 164 is attached to the beam 165.
  • One end of the beam 165 is inserted, and the other end of the beam 165 is inserted into a beam connector of the fourth beam attachment member 166, and the other beam connector of the fourth beam attachment member 166 is inserted into one end of the beam 167.
  • the other end is inserted into the beam plug connector of the fifth beam hanger 168;
  • the third beam attachment member 160, the fourth beam attachment member 162, the fourth beam attachment member 164, the fourth beam attachment member 166 and the fifth beam attachment member 168 are respectively suspended and fixed to the beam 134, the beam 124, the beam 143, the beam 146, the beam 133; adjust the relative position of the beam 161 relative to the third beam attachment member 160, the fourth beam attachment member 162, and then fixed by the locking screw; adjust the beam 163 relative to the fourth beam
  • the relative positions of the hanging member 162 and the fourth beam hanging member 164 are fixed by the locking screws; the relative positions of the beam 165 relative to the fourth beam hanging member 164 and the fourth beam hanging member 166 are adjusted and then locked.
  • the screw is fixed; the relative position of the beam 167 relative to the fourth beam attachment member 166 and the fifth beam attachment member 168 is adjusted, and then fixed by a locking screw.
  • the first beam attaching member 180, the first beam attaching member 183, and the first beam attaching member 186 suspended from the beam 120 have the same structure as that of the first embodiment. And fixed to the beam 120 by welding.
  • the second beam attachment member 182, the second beam attachment member 185, and the second beam attachment member 188 suspended from the beam 121 are respectively coupled to the first beam attachment member 180, the first beam attachment member 183, and the first beam.
  • the hook 186 is symmetrical about a vertical plane of its center position and is fixed to the beam 121 by welding.
  • a beam 181 that is fixedly coupled to the first beam attachment member 180 and the second beam attachment member 182 at both ends, and a beam 184 that is fixedly coupled to the first beam attachment member 183 and the second beam attachment member 185 at both ends,
  • the beam 181 which is fixedly connected to the first beam attachment member 180 and the second beam attachment member 182 at both ends, and the beam 187 which is fixed at both ends to the first beam attachment member 186 and the second beam attachment member 188
  • H-shaped steel For H-shaped steel.
  • the building frame structure includes a beam 206 fixed to the main frame not on the same horizontal plane and the same vertical plane, a beam 207, a fourth beam attachment member 200, a fifth beam attachment member 202, and a sixth beam attachment.
  • the member 203, the seventh beam attachment member 201, and the beam 207 are located above the beam 206.
  • the structure of the fifth beam attachment member 202 is the same as that of the eighth embodiment.
  • the structure of the fourth beam attachment member 200 is the same as that of the embodiment 9.
  • the seventh beam attachment member 201 is symmetrical with the fourth beam attachment member 200 about the vertical plane of its center position.
  • the structure of the sixth beam attachment member 203 is symmetrical with the vertical plane of the fifth beam attachment member 202 with respect to its center position.
  • the beam 208 of the beam splicing joint of the fourth beam splicing member 200 and the fifth beam splicing member 202 is inserted and fixed at both ends; the two ends are inserted into the sixth beam splicing member 203 and the seventh beam splicing member 201 A fixed beam 209 is attached.
  • the fourth beam attachment member 200 and the seventh beam attachment member 201 are hung on the beam 206, and the fifth beam attachment member 202 and the sixth beam attachment member 203 are hung on the beam 207; and the fourth beam attachment member 200 is mounted on the beam 207.
  • a first stair handrail 204 is mounted on the upper vertical joint of the fifth beam hitch 202, and a second stair handrail 205 is mounted on the upper vertical joint of the sixth beam hitch 203 and the seventh beam hitch 201.
  • the two ends of the beam 208 are actively engaged with the beam fittings of the fourth beam attachment member 200 and the fifth beam attachment member 202; the two ends of the beam 209 are hooked to the sixth beam attachment member 203 and the seventh beam.
  • the connector 201 is actively inserted;
  • the fourth beam attachment member 200 and the seventh beam attachment member 201 are suspended from the required position of the beam 206 and fixed to the beam 206 by screws, and the fifth beam attachment member 202 and the sixth beam attachment member 203 are suspended.
  • the required position of the beam 207 and the beam 207 are fixed by screws;
  • the relative positions of the beam 208 and the fourth beam attachment member 200 and the fifth beam attachment member 202 are adjusted and fixed by screws; the relative positions of the adjustment beam 209 and the sixth beam attachment member 203 and the seventh beam attachment member 201 are adjusted. And being fixed by screws; finally, the first stair railing 204 is installed on the upper vertical joint of the fourth beam hanging piece 200 and the fifth beam hanging piece 202, and the sixth beam hanging piece 203 and the seventh beam hanging piece 201 are A second stair railing 205 is mounted on the upper vertical joint.
  • a building frame structure includes mutually parallel beams 260, beams 261, beams 262, structurally symmetric top beam hangers 263, top beam hangers 264, top panel connectors 265, connected A top beam 266 between the top beam hanger 263 and the top panel connector 265 is coupled to the top beam 267 between the top beam hanger 264 and the top panel connector 265.
  • Beam 261 is higher than beam 260 and beam 262.
  • the beam 260, the beam 261, and the beam 262 are H-shaped steel.
  • the top beam 266 and the top beam 267 are square steel tubes.
  • the top panel connector 265 includes an integrally formed connector body 268, a first header connector 269, and a second header connector 270.
  • the connector body 268 is inverted V-shaped.
  • the first header beam connector 269 and the second header connector 270 each include a square tubular projection having a square ring cross section extending from the end surface of the vertical connector body. The angle between the square tubular projection of the first header fitting 269 and the square tubular projection of the second header fitting 270 is greater than 90° and less than 180°.
  • the structure of the top beam hanger 264 is the same as that of the embodiment 10.
  • the square tubular protrusion of the first top beam connector 269 is inserted into the top inner wall of the top beam 266 and the end of the top beam 266 is inserted, and the square tubular protrusion 272 of the beam connector of the top beam hanger 263 is inserted.
  • the square inner cavity at the other end of the top beam 266 is inserted into the end of the top beam 266; the square tubular protrusion of the second top beam connector 270 is inserted into the square inner cavity at one end of the top beam 267 and the end of the top beam 267 is inserted.
  • the square tubular protrusion of the beam plug connector of the top beam hanger 264 is inserted into the square inner cavity at the other end of the top beam 267 and is inserted into the end of the top beam 267.
  • the top beam hanger 263 is suspended from the beam 260, the top beam hanger 264 is suspended from the beam 262, and the top connector 265 is supported on the beam 261.
  • the structure of the top beam hanger 282 which is inserted into the end of the top beam 267 is the same as that of the embodiment 11, and the top joint of the top end of the top beam 267 is attached.
  • the structure of 281 is the same as that of the embodiment 12.
  • One end of the top beam 266 is fixedly coupled to the top suspension member 281, and the other end of the top beam 266 is fixedly coupled to the top beam attachment member 280.
  • the top beam hanger 280 is symmetrical with the top beam hanger 282 about the vertical plane of the center position.
  • the top beam hanger 280 is suspended and secured to the beam 260.
  • the top mount 281 is suspended and secured to the beam 261.
  • the top beam hanger 282 is suspended and secured to the beam 262.
  • a building frame structure includes mutually parallel beams 290, beams 291, and beams 292, and the same top beam hangers 293 as those of the embodiment 6 have the same top-level hangers as those of the seventh embodiment. 295, a top beam hanger 296 symmetrical with the top beam attachment 293 about a vertical plane of the center position.
  • top end of the top beam 294 and the top layer of the top layer hanger 295 are supported and fixed by the top end of the top beam hanger 295, and the top end and the top layer of the top joint 295 are fixed.
  • the top diagonal lower support joint of 295 supports the fixed top beam 297, and the other end of the top beam 297 is fixedly supported by the top diagonal support joint of the top beam hanger 296.
  • Beam 291 is higher than beam 290 and beam 292.
  • Beam 290, beam 291, beam 292, top beam 294, and top beam 297 are H-shaped steel.

Landscapes

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

Description

一种梁挂接件、 建筑框架结构及安装方法 技术领域
本发明涉及一种建筑用的梁挂接件、 框架结构及框架结构的安装方法， 特别是涉及 一种房屋建筑框架钢结构的梁挂接件、 梁框架结构及梁框架结构安装方法。
背景技术
现有的水泥砖混、 钢筋混凝土的房屋建筑及其建造方法， 由于需要在施工现场用钢 筋拉框架、 浇注混凝土等， 存在下面的缺点： 一是其立柱先灌建好， 再在立柱上灌建水 泥楼板， 水泥楼板与立柱的连接关系主要靠立柱上和水泥楼板上的钢筋， 立柱和水泥 楼板由于是分两次灌建而成， 建筑周期长， 劳动强度大， 污染大， 噪声大， 建筑原材料 浪费大； 二是两个水泥固体之间的关系只有力学负荷的承载关系， 没法建立真正一体化 的内部关系， 其安全性差， 抗震功能差、 使用寿命短； 三是需要使用水泥、 木材等建筑 材料， 破坏生态； 四是房屋拆迁时， 建筑原材料无法重复使用， 造成资源浪费， 产生大 量的建筑垃圾难以处理； 四是由于传统的水泥建筑 (高楼大厦)框架结构的自重很重，地基 的力学负荷很大， 一旦发生地震摇晃， 整个建筑变得非常脆弱， 非常危险， 非常不利于 抗震。 针对现有的水泥砖混、 钢筋混凝土的房屋建筑的上述不足， 现已有钢结构建筑。
现有的钢结构建筑及其建造方法， 虽然相对水泥砖混、 钢筋混凝土的房屋建筑及其 建造方法， 有很多优点， 但还是存在不足， 主要表现为以下几点：
一是由于现有建筑钢结构框架的梁和柱或梁和梁之间直接通过螺栓等紧固件连接或通过 焊接等的连接方式， 受力差、 连接脆弱， 梁、柱、楼板等的重力最后均传递到连接节点上 由连接紧固件或焊接部来承受， 这样会造成应力过度集中于梁和柱或梁和梁之间的连接 节点而使连接节点受力更差、 连接更脆弱， 这会大大降低现有建筑框架结构的安全性， 缩短使用寿命。 这是现有的传统建筑钢结构框架存在的最大的技术难题。 二是现场的螺 栓等紧固连接或焊接的连接环节多， 这会提高安装难度， 降低安装效率， 造成现场施工 的人力成本和时间成本高。 三是传统建筑钢结构框架梁和柱或梁和梁之间由于采用螺栓 紧固连接或焊接的连接方式， 必须对各自的连接端部进行配合连接的设计、 加工， 当梁 或柱要使用标准型材时， 其连接端部就必须进行另外设计和加工， 当梁或柱不使用标准 型材则需专门制造， 两种方式都无法实现大批量标准化生产， 成本高， 也容易出现梁或 柱尺寸加工误差产生连接误差， 使本来就脆弱的连接位置很难很好的承受建筑重量负荷 以及负荷力的传递。
针对现有的钢结构建筑框架的不足， 现有技术主要又有以下几种改进：
申请号为 03134271.X 的发明专利中，公开了一种环保型可拆装式梁柱承重结构的设计方 法， 该发明涉及一种房屋支架， 特别是一种可拆房屋的支架。 其特征是： 房屋支架由房 屋承重柱、 承重梁、 连接件、 柱帽连接构成， 承重梁与承重柱插接， 承重柱与柱帽插接， 承重柱间用螺栓固定接， 承重柱顶部有柱帽卡榫， 顶部中心有上下柱连接螺栓， 承重柱 底部中心有螺孔， 柱与柱间用连接件连接， 承重梁的燕尾榫与柱帽上的燕尾槽插接， 柱 帽底部的卡槽与柱顶柱帽燕尾榫插接， 柱帽上部为燕尾槽与承重梁燕尾榫插接。 不同于 传统的现场浇灌， 工厂化制作配件， 现场组装， 将各种尺寸的构件在现场任意组装成为 各种式样的房屋， 拆下后还可重复使用， 减少建筑垃圾。 实现主要结构件的标准化， 通 用化建筑构件各部件间加橡胶垫， 对地震波起缓冲作用， 增强抗震性能。 建筑构件安装 后可拆卸， 可重复使用， 减少大量建筑垃圾， 并且施工简便， 减轻施工人员的劳动强度， 解决了现有的工程施工对周围环境污染大、 噪音高、 周期长、 工程质量优良率低的问题。 但该技术方案的承重柱不是采用现有的工字形钢、 H 形钢、 方钢管、 圆钢管等标准建筑 型材， 而是采用带有较复杂的柱脚和柱头的非标准件， 这种承重柱需一次成型专门制造， 一方面由于承重柱长达几米， 一次成型承重柱， 模具成本和制作成本相当高， 另一方面， 由于楼层的高度、 承重柱的受力大小不断变化， 对不同的楼高需要不同的模具成型不同 长度的承重柱， 对不同的建筑需要成型不同尺寸大小的承重柱， 进一步增加模具成本， 还有， 承重柱这么大， 要一次成型制作起来是非常困难的， 有点不现实。 悬臂梁与柱头 采用燕尾槽和燕尾榫配合， 如果悬臂梁采用标准的工字形钢、 H形钢、 方钢管、 圆钢管、 槽钢等， 由于其横截面不是实心的， 因此加工成燕尾榫， 其受力差。
申请号为 99109701.7 的发明专利中， 公开了一种钢结构房屋建筑构件， 包括浇注混 凝土的钢管柱、钢梁支架和 U字型钢梁， 钢梁支架由至少一个绕钢管柱焊接的支架构成， 每一支架由平行设置的上下抱柱板、 沿径向垂直设置在上下抱柱板之间的至少一对连接 板组成， 上下抱柱板具有一个圆弧面、一个本体部分和沿每对连接板走向延伸的伸出部， 在钢梁支架上形成至少两对连接板， 各对连接板及上抱柱板和下抱柱板的相应伸出部与 U字型钢梁的一端固接在一起。 由于该技术方案的钢梁支架由至少一个绕钢管柱焊接的 支架构成， 梁、 柱、 楼板等的重力最后均传递到连接节点上由钢管与支架的焊接处来承 受， 这样会造成应力过度集中于梁和柱或梁和梁之间的连接节点而使连接节点受力差、 连接脆弱， 这会大大降低建筑框架结构的安全性， 缩短使用寿命。
申请号为 200810229754.9的发明专利中，公开了一种轻型钢结构房屋建筑连接对接 件， 包括凸端结合体、 凹端结合体、 上方管、 下方管、 梁、 斜楔板； 上方管套装在凸端 结合体上端外部； 凸端结合体中部有台阶， 下端插入凹端结合体的上端； 下方管套装在 凹端结合体下端的外部； 凹端结合体上端的外部设置有耳板， 在梁上通过螺栓、 螺母和 垫圈连接有斜楔板， 将斜楔板与梁组合的斜楔体的斜楔端对应插入到凹端结合体的耳板 上的斜槽处并通过横销锁紧件锁紧。 由于本技术连接方管与梁需通过凸端结合体、 凹端 结合体、 斜楔板、 横销、 螺栓、 螺母的共同作用来完成， 安装环节多， 特别是梁、 柱、 楼板等的重力最后再传递到连接节点上的横销和螺栓来承受， 这样会造成应力过度集中 于梁和柱或梁和梁之间的连接节点而使连接节点受力差、 连接脆弱， 这会大大降低建筑 框架结构的安全性， 缩短使用寿命， 安装起来也不方便。
申请号为 00218061.8的实用新型专利中， 公开了一种钢结构建筑通用节点装置， 由 钢牛腿、 钢柱、 钢梁组成， 钢牛腿包括节点连接板、 腹板、 加固板， 钢牛腿的节点连接 板采用槽形型钢与腹板和加固板固接为一体， 并且节点装置构造一致。 这种结构一方面 加固板需与钢柱的外形配合， 由于钢柱的制造精度差， 配合不好， 会影响受力， 当钢柱 为圆柱管时， 其配合效果更不理想； 另一方面节点连接板、 腹板、 加固板为独立件固定 在一起， 不是一体成型， 其受力差， 特别是梁、 柱、 楼板等的重力负荷最后再传递到连 接节点的焊接处和紧固件来承受， 这样会造成应力过度集中于梁和柱或梁和梁之间的连 接节点而使连接节点受力差、 连接脆弱， 这会大大降低建筑框架结构的安全性， 抗震能 力差， 缩短使用寿命。
最接近的现有技术为 97101724.7的发明专利， 该专利公开了一种钢塑轻建筑及其建 造方法， 它是薄壁轻钢注塑建筑， 由薄壁轻钢结构及构件空心内腔内注高压发泡塑料成 型共同结合而成， 其主要由柱构件、 上、 下柱接头、 双单梁斗、 柱座、 楼梁构件、 窗顶 (台） 梁、 塑面板、 楼板阁栅、 张拉杆、 注塑楼板、 梁柱卡、 竖杆构件、 柱梁卡、 地架 斜撑、 基底板、 弹性垫层、 地基、 阵列石灰桩、 地锚等相互连接构成。 虽然该技术方案 中， 柱构件对下柱接头有支撑作用， 下柱接头对梁斗有支撑作用， 梁斗对上柱接头有支 撑作用， 上柱接头对柱构件有支撑作用， 梁斗对梁有支撑作用， 梁、 柱、 楼板等的重力 负荷最后不会传递到连接节点的焊接处和紧固件来承受； 但该技术方案中的柱构件与梁 的连接需通过连接在一起的上柱接头、 下柱接头、 梁斗才能实现， 缺点是： 一是多个零 件组合才能实现柱构件与梁的连接， 刚性差， 装配误差大， 二是下柱接头与柱构件之间、 下柱接头与梁斗间、 梁斗与上柱接头间、 上柱接头与柱构件间均需通过自压螺栓或焊接 固定， 工序多， 安装费时， 安装环节多会造成柱构件的垂直度及其安装位置的调节困难； 该技术方案中完成连接柱构件和梁的多个零件刚性差， 组合在一起刚性更差， 不利于重 负荷的承担和传递； 三是梁、 柱、 楼板等的重力最后均传递到连接节点上由支撑在下柱 接头上的梁斗的水平部来承受， 这样会造成应力过度集中于梁和柱或梁和梁之间的连接 节点而使连接节点受力差、 连接脆弱， 这会大大降低建筑框架结构的安全性， 缩短使用 寿命。
现有的房屋钢结构的框架结构， 梁与梁之间的连接， 一种是通过柱的支撑才能实现， 上述几个专利中公开的技术方案均是如此， 这种框架结构， 对于大空间或需要较密集的 梁来起支撑作用的房屋建筑， 要么需要很多立柱来支撑， 影响房间的使用空间和美观， 要么梁对安装在其上的板的支撑效果不好， 影响使用寿命和使用安全性； 一种是将一根 梁的端面与另一根梁的侧面焊接， 或者是将两根梁的端面焊接在一起， 这种连接方式受 力差， 施工难度大； 一种是通过紧固件或焊接等方式与非插接的连接件将两根梁的端部 固定在一起， 这种连接方式， 梁的重力和梁上支撑的板等的重力最后都集中到紧固件上 或焊接的节点位置， 应力过度集中于梁和梁之间的连接位置而使连接位置受力差、 连接 脆弱的缺陷。 如果不使用附加的连接件， 因为需将一根梁的端面与另一根梁的侧面固定， 紧固件无法实现。
发明内容
本发明第一个要解决的技术问题是， 提供一种不需要立柱的支撑、 也不需要焊接等 就能很方便、 快速地将梁与梁连接在一起、 且应力不会过度集中于梁和梁的连接节点之 间的连接位置的梁挂接件。
本发明第二个要解决的技术问题是， 提供一种不需要立柱的支撑、 也不需要焊接等 就能很方便、 快速地将梁与梁连接在一起、 且应力不会过度集中于梁和梁的连接节点之 间、 安装在一起的梁和梁挂接件再悬挂到其它梁上时可不需先将梁和梁挂接件固定、 梁 和梁挂接件也不会分离并且梁与梁挂接件为容易调整相对位置的活动连接的建筑框架结 构。
本发明第三个要解决的技术问题是， 提供一种不需要立柱的支撑、 也不需要焊接等 就能很方便、 快速地将梁与梁连接在一起、 且应力不会过度集中于梁和梁的连接节点之 间、 安装在一起的梁和梁挂接件再悬挂到其它梁上时可不需先将梁和梁挂接件固定、 梁 和梁挂接件也不会分离并且梁与梁挂接件为容易调整相对位置的活动连接的建筑框架结 构的安装方法。 一种梁挂接件， 包括一体成型的梁插接头或梁支撑接头、 悬挂在梁上的悬挂部、 连 接梁插接头或梁支撑接头与悬挂部的连接部； 悬挂部包括直接支撑在梁上的第一被支撑 面； 在梁挂接件上还设有被梁抵挡的梁侧抵挡面， 梁侧抵挡面位于第一被支撑面的下方。
作为方案一的第一种改进， 梁插接头或梁支撑接头为一个， 悬挂部为一个， 连接部 为一个； 连接部从悬挂部的底面垂直向下延伸而成， 梁插接头或梁支撑接头设置在背离 悬挂部的连接部的侧面上； 悬挂部的底面为直接支撑在梁上的第一被支撑面； 连接部设 有悬挂部的侧面为被梁抵挡的梁侧抵挡面， 梁侧抵挡面与第一被支撑面成 90 °夹角。 作为方案一的第二种改进， 梁插接头由对称的一个第一梁插接头和一个第二梁插接头构 成或梁支撑接头由对称的一个第一梁支撑接头和一个第二梁支撑接头构成； 连接部由对 称的一个第一连接部和一个第二连接部构成； 悬挂部为一个； 第一连接部和第二连接部 从悬挂部的底面垂直向下延伸而成， 第一梁插接头或第一梁支撑接头设置在背离悬挂部 的第一连接部的侧面上， 第二梁插接头或第二梁支撑接头设置在背离悬挂部的第二连接 部的侧面上； 悬挂部的底面为直接支撑在梁上的第一被支撑面； 第一连接部设有悬挂部 的侧面为被梁抵挡的第一梁侧抵挡面， 第二连接部设有悬挂部的侧面为被梁抵挡的第二 梁侧抵挡面； 第一梁侧抵挡面与第一被支撑面成 90 °夹角， 第二梁侧抵挡面与第二被支 撑面成 90 °夹角； 第一梁侧抵挡面、 第一被支撑面、 第二梁侧抵挡面形成开口朝下的 U 形通槽。
作为方案一的第三种改进， 梁挂接件还包括与扶手的竖直方向的支撑住插接的上竖 插接头； 悬挂部为一个， 梁侧抵挡面为悬挂部上的竖直面； 连接部为一个， 沿悬挂部的 一个外竖直侧面斜向下弯折而成； 梁插接头或梁支撑接头为一个， 设置在连接部背离悬 挂部的端面上并斜向下； 上竖插接头设置在悬挂部的顶面。
作为改进， 梁侧抵挡面为两个， 与第一被支撑面形成开口向下的 U型槽； 上竖插接 头为从悬挂部顶面垂直向上延伸的横截面为圆环状的圆管形凸台。
作为方案一的第四种改进， 梁挂接件还包括与扶手的竖直方向的支撑柱插接的上竖 插接头； 悬挂部为一个， 梁侧抵挡面为悬挂部上的竖直面； 连接部为一个， 沿悬挂部的 顶面斜向上弯折而成； 梁插接头或梁支撑接头为一个， 设置在连接部背离悬挂部的端面 上并斜向上； 上竖插接头设置在悬挂部的顶面。
作为改进， 梁侧抵挡面为两个， 与第一被支撑面形成开口向下的 U型槽； 上竖插接 头为从悬挂部顶面垂直向上延伸的横截面为圆环状的圆管形凸台。
作为方案一的第五种改进， 悬挂部为一个； 连接部为一个， 沿悬挂部的顶面向上向 外弯折而成； 梁插接头或梁支撑接头为一个， 设置在连接部背离悬挂部的端面上并斜向 上。
作为方案一的第六种改进， 连接部成倒 V形， 悬挂部设置在连接部的转角位置并置 于连接部的下方， 在悬挂部上设有开口朝下的凹槽； 梁插接头或梁支撑接头为两个， 即 第一梁插接头或第一梁支撑接头和第二梁插接头或第二梁支撑接头， 垂直连接部的端面 斜向下凸设； 凹槽的底面为第一被支撑面； 凹槽的两个侧面为梁侧抵挡面。
作为方案一至九的第一种共同改进， 在梁挂接件上设有与梁侧抵挡面连通的水平方 向的顶紧螺纹通孔。
作为方案一至九的第二种共同改进， 梁插接头包括从垂直连接部端面向外延伸的两 个对称且并排的水平凸部。 作为方案一至九的第三种共同改进， 梁插接头包括从连接部背离悬挂部一侧水平向 外延伸的方管形凸部。
建筑框架结构， 包括两个以上的梁挂接件； 梁挂接件包括一体成型的梁插接头或梁 支撑接头、 悬挂部、 连接梁插接头或梁支撑接头与悬挂部的连接部； 还包括两端均与梁 挂接件的梁插接头或梁支撑接头固定的梁、梁挂接件的悬挂部直接支撑并悬挂其上的梁。
作为改进， 梁挂接件包括第一梁挂接件和第二梁挂接件； 第一梁挂接件的梁插接头 为一个， 悬挂部为一个， 连接部为一个； 连接部从悬挂部的底面垂直向下延伸而成， 梁 插接头设置在背离悬挂部的连接部的侧面上； 第二梁挂接件的结构与第一梁挂接件关于 其中心位置的竖直面对称； 连接在第一梁挂接件和第二梁挂接件间的梁为一根； 第一梁 挂接件与梁的一端插接， 第二梁插接头与梁的另一端插接； 第一梁挂接件、 第二梁挂接 件分别悬挂在对应的梁上。
作为进一步改进， 梁挂接件还包括一个以上的第三梁挂接件； 第三梁挂接件的梁插 接头由对称的一个第一梁插接头和一个第二梁插接头构成； 连接部由对称的一个第一连 接部和一个第二连接部构成； 悬挂部为一个； 第一连接部和第二连接部从悬挂部的底面 垂直向下延伸而成， 第一梁插接头设置在背离悬挂部的第一连接部的侧面上， 第二梁插 接头设置在背离悬挂部的第二连接部的侧面上； 两个连接部和悬挂部形成开口朝下的 U 形通槽； 第一梁挂接件、 第三梁挂接件、 第二梁挂接件依次排列， 在每相邻的两个梁挂 接件相对的两个梁插接头上插接固定有一根梁； 第一梁挂接件悬挂在最前的梁上， 第二 梁挂接件悬挂在最后的挂接件梁上， 第三梁挂接件悬挂在对应的中间位置的梁上。
作为又一改进， 梁挂接件包括第四梁挂接件、 第五梁挂接件、 第六梁挂接件、 第七 梁挂接件； 梁包括不在同一水平面和不在同一竖直面上的上梁和下梁； 第四梁挂接件还 包括从第四梁挂接件本体沿竖直方向向上凸设的柱插接头； 悬挂部为一个， 梁侧抵挡面 为悬挂部上的竖直面； 连接部为一个， 沿悬挂部的顶面斜向上弯折而成； 梁插接头为一 个， 设置在连接部背离悬挂部的端面上并斜向上； 柱插接头设置在悬挂部的顶面； 第五 梁挂接件还包括从第五梁挂接件本体沿竖直方向向上凸设的柱插接头； 悬挂部为一个， 梁侧抵挡面为悬挂部上的竖直面； 连接部为一个， 沿悬挂部的一个外竖直侧面斜向下弯 折而成； 梁插接头为一个， 设置在连接部背离悬挂部的端面上并斜向下； 柱插接头设置 在悬挂部的顶面； 第七梁挂接件与第四梁挂接件关于其中心位置的竖直面对称； 第六梁 挂接件的结构与第五梁挂接件关于其中心位置的竖直面对称； 还包括两端与第四梁挂接 件和第五梁挂接件的梁插接头插接固定的支撑梁； 两端与第六梁挂接件和第七梁挂接件 插接固定的支撑梁； 第四梁挂接件悬挂在下梁上， 第五梁挂接件悬挂在上梁上； 第七梁 挂接件悬挂在下梁上， 第六梁挂接件悬挂在上梁上； 在第四梁挂接件和第五梁挂接件的 上竖接头上安装有第一楼梯扶手， 在第六梁挂接件和第七梁挂接件的上竖接头上安装有 第二楼梯扶手。
作为进一步改进， 第四梁挂接件、 第五梁挂接件、 第六梁挂接件、 第七梁挂接件的 梁侧抵挡面为两个， 与第一被支撑面形成开口向下的 U型槽； 上竖插接头为从悬挂部顶 面垂直向上延伸的横截面为圆环状的圆管形凸台， 在上竖插接头上均插接有圆管状的楼 梯扶手。
作为另一改进， 梁为顶梁， 挂接件为顶梁挂接件； 框架结构还包括顶层插接件； 顶 层插接件包括顶层插接件本体，两个斜向下凸设顶层插接件本体、成倒 V字形的插接头； 顶梁挂接件包括一个悬挂部， 一个沿悬挂部的顶面向上向外弯折而成的连接部， 一个设 置在连接部背离悬挂部的端面上并斜向上凸设的顶层斜上插接头或顶层斜上支撑接头， 在悬挂部的底部设有容置与其配合的梁的容置部； 顶层插接件的两个插接头分别与两根 对称的顶梁端部插接固定， 结构对称的顶梁挂接件的顶层斜上插接头或顶层斜上支撑接 头分别与通过与顶层插接件插接固定在一起的两根顶梁的另一端连接固定， 顶梁挂接件 悬挂在梁上其容置部与该梁配合， 顶层插接件支撑在梁上。
作为又一改进， 梁为顶梁， 挂接件包括顶层挂接件和顶梁挂接件； 顶层挂接件包括 两个成倒 V字形的顶层斜下插接头或顶层斜下支撑接头、 悬挂部和连接顶层斜下插接头 或顶层斜下支撑接头与悬挂部的连接部； 连接部成倒 V形， 悬挂部设置在连接部的转角 位置并置于连接部的下方， 在悬挂部上设有容置与其配合的梁的容置部； 两个顶层斜下 插接头或顶层斜下支撑接头垂直连接部的端面斜向下凸设；顶梁挂接件包括一个悬挂部， 一个沿悬挂部的顶面向上向外弯折而成的连接部； 一个设置在连接部背离悬挂部的端面 上并斜向上凸设的顶层斜上插接头或顶层斜上支撑接头， 在悬挂部的底部设有容置与其 配合的梁的容置部； 顶层挂接件的两个插接头分别与两根对称的顶梁端部插接固定， 在 顶梁挂接件的顶层斜上插接头或顶层斜上支撑接头与顶层挂接件相对的顶层斜下插接头 或顶层斜下支撑接头上连接固定有顶梁， 顶梁挂接件悬挂在梁上其容置部与该梁配合， 顶梁挂接件悬挂在梁上其容置部与该梁配合。
建筑框架结构的安装方法， 建筑框架结构包括两个以上的梁挂接件； 梁挂接件包括 一体成型的梁插接头、 悬挂部和梁插接头与悬挂部的连接部； 还包括两端均与梁挂接件 的梁插接头插接固定的梁、 梁挂接件的悬挂部直接支撑并悬挂其上的梁； 安装方法包括 以下步骤：
先将梁的两端均插接梁挂接件， 梁与梁挂接件活动连接， 再将梁挂接件悬挂在对应的梁 上， 然后调整梁与梁挂接件的相对位置， 最后将梁挂接件与梁固定。
本发明相对现有技术的有益效果是：
由于挂接件与梁插接连接， 安装在一起的梁和梁挂接件再悬挂到梁上时可不需先将 梁和梁挂接件固定， 梁和梁挂接件也不会分离并， 将梁挂接件悬挂到对应梁上即可， 就 能很方便、 快速地完成梁与梁之间的连接， 且梁与梁挂接件为容易调整相对位置的活动 连接， 因此梁与梁挂接件的位置调整也方便。
相对于现有的梁与梁之间的连接需通过柱的支撑才能实现的框架结构， 室内不会被 柱隔开， 室内的使用空间大， 利用率和美观性大大提高。 相对于焊接方式或通过非插接 的连接件连接的方式， 梁和梁上支撑的板等的重力传递给梁挂接件来承受， 梁挂接件再 将力传递给梁， 由于梁挂接件的梁插接头或梁支撑接头、 悬挂部和连接部一体成型梁挂 接件直接支撑梁， 梁直接梁挂接件， 受力好， 大大降低了应力过度集中于梁和梁之间的 连接节点位置， 克服连接位置受力差、 连接脆弱的缺陷， 且大大减少紧固件连接或焊接 的连接环节。 本方案的连接方式将建筑重量负荷， 均匀而又合理的在梁和梁之间传递， 使紧固件或者是焊接处不需要承受梁及梁上的板等的重力， 从而大大提高建筑框架结构 的安装效率和抗震功能、 使用寿命、 使用安全性。
特别是， 相对现有的一些建筑钢结构框架， 为了实现梁和梁之间的连接， 还需对各 自的连接端部进行配合连接的设计、 加工， 当梁或柱要使用标准型材时， 其连接端部就 必须进行另外设计和加工， 当梁或柱不使用标准型材则需专门制造， 两种方式都无法实 现大批量标准化生产， 也容易出现梁或柱尺寸加工误差产生连接误差， 使本来就脆弱的 连接位置很难很好的承受建筑重量负荷以及负荷的力的传递， 而本技术的梁挂接件可大 批量标准化事先生产出来， 并可变成标准建材商品进行市场流通， 不需要现成加工， 可 降低生产成本。 工厂化制作挂接件接件， 现场组装， 将各种尺寸各种规格的梁与梁在现 场任意组装， 拆下后还可重复使用， 减少建筑垃圾。 实现梁挂接件的标准化， 通用化， 施工简便， 减轻施工人员的劳动强度， 解决了现有的工程施工对周围环境污染大、 噪音 高、 周期长、 工程质量优良率低的问题。
第一被支撑面与梁侧抵挡面成 90 °夹角， 结构简单。
第一梁挂接件和第二梁挂接件结构简单， 通过第一梁挂接件和第二梁挂接件， 就可将一 根横梁和与其垂直的两根横梁连接在一起， 横梁、 梁挂接件之间的安装非常方便， 安装 效率高， 受力好， 安全性好。 第三梁挂接件结构简单， 通过第一梁挂接件、 第二梁挂接 件、 第三梁挂接件， 就可将两根以上的梁与三根以上的梁连接在一起， 节省挂接件， 梁、 梁挂接件和梁之间的安装非常方便， 安装效率高， 受力好， 安全性好。
通过第四梁挂接件、 第五梁挂接件、 第六梁挂接件、 第七梁挂接件， 就可将支撑楼 梯的梁安装在房屋主框架结构的梁上， 使建房屋楼梯变得非常简单， 通过上竖接头， 使 建楼梯扶手变得非常简单， 且梁、 梁挂接件和梁之间的安装非常方便， 安装效率高， 受 力好， 安全性好。
梁侧抵挡面为两个， 与第一被支撑面形成开口向下的 U型槽， 使第六梁挂接件、 第 七梁挂接件、 梁挂接件、 梁挂接件挂接到梁上更方便、 更可靠。
通过顶梁挂接件、 顶梁、 顶梁插接件、 顶梁、 顶梁插接件的依次插接， 就可将两根 倾斜的梁连接件在一起并挂接到屋顶的梁上， 满足屋顶对顶梁与顶梁之间的距离要求较 小的要求， 梁、 梁挂接件和梁之间的安装非常方便， 安装效率高。 用顶层挂接件， 安装 更方便， 连接更牢固。
先将梁插接头插入梁的端部，不相互固定就将梁挂接件悬挂在对应梁上的安装方法， 梁插接头插入梁的端部， 梁插接头被梁上下前后抵挡， 不需要通过紧固件、 焊接等方式 将梁挂接件与梁首先固定在一起， 梁和梁挂接件就连接在一起， 将梁挂接件悬挂到梁时， 梁和梁挂接件不分离还是连接在一起， 挂接件在梁上的位置调节非常方便， 梁挂接件安 装到梁上后梁与挂接件之间还是活动连接， 梁的位置调整也非常方便， 位置调整完成后 再使用紧固件或点焊进行位置固定， 安装简单、 方便、 快捷， 没有了传统建筑钢结构框 架的安装难度。
附图说明
图 1是本发明实施例 1的立体示意图。
图 2是本发明实施例 2的立体示意图。
图 3是本发明实施例 3的立体示意图。
图 4是本发明实施例 4的立体示意图。
图 5是本发明实施例 5的立体示意图。
图 6是本发明实施例 6的立体示意图。
图 7是本发明实施例 7的立体示意图。
图 8是本发明实施例 8的立体示意图。
图 9是本发明实施例 9的立体示意图。 图 10是本发明实施例 10的立体示意图。
图 11是本发明实施例 11的立体示意图。
图 12是本发明实施例 12的立体示意图。
图 13是本发明实施例 13的立体示意图。
图 14是本发明实施例 13的梁柱连接件的立体示意图。
图 15是本发明实施例 14的立体示意图。
图 16是本发明实施例 15的立体示意图。
图 17是本发明实施例 16的插接件的立体示意图。
图 18是本发明实施例 17的立体示意图。
图 19是本发明实施例 17的顶层插接件的立体示意图。
图 20是本发明实施例 18的立体示意图。
图 21是本发明实施例 19的立体示意图。
实施例 1
如图 1所示， 一种梁挂接件， 为铸造件， 包括支撑在梁上的一个块状的悬挂部 1， 从 垂直悬挂部 1的底面 6向下延伸设有的块状的连接部 2，设置在背离悬挂部 1的连接部 2 的侧面上、插入梁端部从而与梁端部插接的梁插接头 3。梁插接头 3包括两个从背离悬挂 部的连接部的侧面上垂直延伸设有的对称的、 开口朝向两侧的水平并排的 U形块 4、 U 形块 5，悬挂部的底面 6为直接支撑在梁上的第一被支撑面；连接部上与底面 6相连且垂 直的侧面 7为被梁抵挡的梁侧抵挡面， 梁侧抵挡面位于第一被支撑面的下方。
实施例 2
如图 2所示， 与实施例 1不同的是， 在 U形块 10、 U形块 11的 U形槽的底部平面 上均设有圆台 12， 在圆台 12之间连接有加强筋 13， 在每个圆台内设有螺纹通孔 14。
在连接部 15上设有垂直梁侧抵挡面 16并与梁侧抵挡面 16连通的螺纹通孔 17。 实施例 3
如图 3所示， 一种梁挂接件， 包括支撑在梁上的悬挂部， 从悬挂部的底面 21垂直向 下延伸设有对称的一个第一连接部和一个第二连接部， 设置在背离悬挂部的第一连接部 的侧面 22上、插入梁端部从而与梁端部插接的一个第一梁插接头， 设置在背离悬挂部的 第二连接部的侧面 23上、 插入另一梁端部从而与梁端部插接的一个第二梁插接头。
第一梁插接头包括两个从侧面 22垂直延伸设有的两个对称的、开口朝向两侧的水平 并排的 U形块 24、 U形块 25。 在 U形块 24的 U形槽的底部平面 26上设有圆台 27， 在 圆台 27之间连接有加强筋 28，在每个圆台 27内设有第一螺纹通孔 29。悬挂部的底面 21 为直接支撑在梁上的第一被支撑面；第一连接部设有悬挂部的侧面 37为被梁抵挡的第一 梁侧抵挡面， 第二连接部设有悬挂部的侧面 38为被梁抵挡的第二梁侧抵挡面； 第一梁侧 抵挡面与第一被支撑面成 90 °夹角， 第二梁侧抵挡面与第二被支撑面成 90 °夹角； 第一 梁侧抵挡面、 第一被支撑面、 第二梁侧抵挡面形成开口朝下的 U形通槽。
在第一连接部连接上设有垂直第一梁侧抵挡面并与第一梁侧抵挡面连通的螺纹通孔 35， 在第二连接部上设有垂直第二梁侧抵挡面并与第二梁侧抵挡面连通的螺纹通孔 36。 实施例 4
如图 4所示， 一种梁挂接件， 与实施例 1不同的是， 梁插接头包括一个从背离悬挂部 40的连接部 41的的侧面 42垂直延伸设有的横截面为方形环的方管形凸部 43。在方管形 凸部 43的四个侧面上均设有弹性凸舌 44，弹性凸舌 44远离连接部 41的一端连在方管形 凸部 43上， 弹性凸舌 44朝向连接部的一端为自由端。
实施例 5
如图 5所示， 与实施例 3不同的是， 梁插接头均包括一个从背离悬挂部 50的连接部 51的的侧面 52垂直延伸设有的横截面为方形环的方管形凸部 53。在方管形凸部 53的四 个侧面上均设有弹性凸舌 54， 弹性凸舌 54远离连接部 51的一端连在方管形凸部 53上， 弹性凸舌 54朝向连接部的一端为自由端。
实施例 6
如图 6示， 挂接件为顶梁挂接件， 顶梁挂接件包括一个悬挂部 56， 一个沿悬挂部 56 的顶面向上向外弯折而成的连接部 57; —个设置在连接部 57背离悬挂部 56的端面上并 斜向上凸设的顶层斜上支撑接头 58， 在悬挂部 56的底部设有三面垂直的 U形槽 59。 顶 层斜上支撑接头 58包括从垂直连接部 57斜向上的端面延伸的侧凸部 60。垂直侧凸部 60 的顶面斜向上延伸再向外弯折设有两个对称的、 并列的限位凸部 61、 限位凸部 62， 在限 位凸部 61、 限位凸部 62与侧凸部形成的凹槽的底部平面上均设有圆台 63， 在圆台 63之 间连接有加强筋 64，在圆台 63内设有螺纹通孔 65。在侧凸部 60的下方设有与连接部 57 连在一起的加强筋 66。
实施例 7
如图 7所示， 挂接件为顶层挂接件， 顶层挂接包括两个成倒 V字形的结构对称的顶 层斜下支撑接头 67、 顶层斜下支撑接头 68、 悬挂部 69和连接顶层斜下支撑接头 67、 顶 层斜下支撑接头 68与悬挂部 69的连接部 70; 连接部 70成倒 V形， 悬挂部 69设置在连 接部 70的转角位置并置于连接部 70的下方，在悬挂部 69上设有开口朝下与顶梁配合的 凹槽 71 ;顶层斜下支撑接头 67、顶层斜下支撑接头 68垂直连接部 70的端面斜向下凸设。 顶层斜下支撑接头 67包括从垂直连接部 70斜向下的端面延伸的侧凸部 72。 垂直侧凸部 72的顶面斜向上延伸再向外弯折设有两个对称的、并列的限位凸部 73、 限位凸部 74， 在 限位凸部 73、 限位凸部 74与侧凸部 72形成的凹槽的底部平面上均设有圆台 75， 在圆台 75之间连接有加强筋 76， 在圆台 75内设有螺纹通孔 77。
实施例 8
如图 8所示， 一种梁挂接件， 包括支撑在梁上的一个悬挂部 80， 从悬挂部 80的一个 侧面向一侧垂直延伸再向下弯折而成的一个连接部 81， 设置在连接部 81朝下的端面上、 插入梁端部从而与梁端部插接方管形的梁插接头 82，设置在悬挂部 80的顶面上与扶手的 竖直方向的支撑柱插接的阶梯圆管形的上竖插接头 83。
在悬挂部的底部设有一个开口朝下的三个面相互垂直的 U形通槽， U形通槽的底面 84为直接支撑在梁上的第一被支撑面; U形通槽的侧面 85为被梁抵挡的第一梁侧抵挡面， U形通槽的侧面 86为被梁抵挡的第二梁抵挡面。
实施例 9
如图 9所示， 一种梁挂接件， 包括支撑在梁上的一个悬挂部 90， 从悬挂部 90的顶面 垂直延伸再向上弯折而成的一个连接部 91，设置在连接部 91朝下的端面上、插入梁端部 从而与梁端部插接方管形的梁插接头 92，设置在悬挂部 90的顶面上与扶手的竖直方向的 支撑柱插接的阶梯圆管形的上竖插接头 93。
在悬挂部的底部设有一个开口朝下的三个面相互垂直的 U形通槽， U形通槽的底面 94为直接支撑在梁上的第一被支撑面; U形通槽的侧面 95为被梁抵挡的第一梁侧抵挡面，
U形通槽的侧面 96为被梁抵挡的第二梁抵挡面。
实施例 10
如图 10所示， 一种梁挂接件， 为铸造件， 包括支撑在梁上的一个悬挂部 100， 从悬 挂部 100的顶面垂直向上延伸再向上向外弯折而成的一个连接部 101，在垂直连接部 101 朝上的端面上设有插入梁端部从而与梁端部插接的方管形的梁插接头 102。
在悬挂部 100的底部设有一个夹角成 90 °的倒 L形的缺口， 缺口背离悬挂部顶面的 面 103为直接支撑在梁上的第一被支撑面； 缺口垂直顶面的面 104为被梁抵挡的梁侧抵 挡面。
实施例 11
如图 11所示， 与实施例 10不同的是， 在连接部 105的底部设有三面垂直的 U形凹 槽 106。
实施例 12
如图 12所示，梁挂接件为顶梁挂接件，顶梁挂接件包括一体成型的第一梁插接头 110 和第二梁插接头 111、 带有与梁配合的开口朝下的凹槽的悬挂部 112、 连接第一梁插接头 110、 第二梁插接头 111与悬挂部的连接部 113。
连接部 113成倒 V形。 悬挂部 112设置在连接部 113的转角位置并置于连接部 113 的下方。 第一梁插接头 110和第二梁插接头 111为垂直连接部的两个朝下的端面延伸而 成的方管形凸部， 第一梁插接头 110和第二梁插接头 111的方管形凸部的夹角大于 90° 小于 180° 。
凹槽的底面 114为直接支撑在梁上的第一被支撑面； 凹槽的两个侧面 115、 116为与 第一被支撑面成 90 °夹角、 被梁抵挡的梁侧抵挡面， 梁侧抵挡面位于第一被支撑面的下 方。
实施例 13
如图 13所示， 一种建筑框架结构， 包括分布在矩形的四个对角位置的立柱 125、立柱 126、立柱 127、立柱 128， 下立柱插接头与立柱插接固定的梁柱连接件 129、梁柱连接件 130、梁柱连接件 131、梁柱连接件 132， 与梁柱连接件 129、梁柱连接件 130相对的水平 支撑接头支撑固定的梁 120， 与梁柱连接件 130、梁柱连接件 131相对的水平支撑接头支 撑固定的梁 133， 与梁柱连接件 131、梁柱连接件 132相对的水平支撑接头支撑固定的梁 121， 与梁柱连接件 132、 梁柱连接件 129相对的水平支撑接头支撑固定的梁 134。 与梁 柱连接件连接的梁和柱均为 H型钢。
还包括结构对称的第一梁挂接件 122、第二梁挂接件 123，两端均与第一梁挂接件 122、 第二梁挂接件 123的梁插接头插接固定的梁 124。 还包括结构对称的第一梁挂接件 141、 第二梁挂接件 142， 两端均与第一梁挂接件 141、第二梁挂接件 142的梁插接头插接固定 的梁 143。 还包括结构对称的第一梁挂接件 144、 第二梁挂接件 145， 两端均与第一梁挂 接件 144、 第二梁挂接件 145的梁插接头插接固定的梁 146。
梁 124、 梁 143、 梁 146为方钢管。 第一梁挂接件 122、 第一梁挂接件 141、 第一梁挂 接件 144依次悬挂在第一梁 120上， 第二梁挂接件 123、 第二梁挂接件 142、 第二梁挂接 件 145悬挂在第二梁 121。
第一梁挂接件 122、 第一梁挂接件 141、 第一梁挂接件 144的结构与实施例 4相同。 如图 14所示， 梁柱连接件包括梁柱连接件本体 135， 水平凸设梁柱连接件本体 135 相互垂直的水平支撑接头 136、 水平支撑接头 137， 竖直向下凸设梁柱连接件本体 135的 下立柱插接头 138， 竖直向上凸设梁柱连接件本体 135的上立柱插接头 139。
如图 13所示， 挂接件与梁的安装方法包括以下步骤：
先将第一梁挂接件 122的梁插接头的方管形凸部插入梁 124—端的方形内腔， 方管形凸 部被梁 124上下前后抵挡、 弹性凸舌将方管形凸部与梁 124的端部卡紧；
再将第二梁插接头的方管形凸部插入梁 124的另一端的方形内腔、 方管形凸部被梁上下 前后抵挡、 弹性凸舌将方管形凸部与梁 124的端部卡紧；
然后将第一梁挂接件 122悬挂在第一梁 120上，第二梁挂接件 123悬挂在第二梁 121上； 调节好梁 124与第一梁挂接件 122、第二梁挂接件 123的相对位置后，最后将第一梁挂接 件 122与第一梁 120通过锁紧螺丝 （未示出） 固定， 将第二梁挂接件 123与第二梁 121 通过锁紧螺丝 140固定。
两端与第一梁挂接件 141、第二梁挂接件 142的梁插接头插接固定的梁 143、 两端均与第 一梁挂接件 144、 第二梁挂接件 145的梁插接头插接固定的梁 146的安装同上。
实施例 14
如图 15所示， 一种建筑框架结构， 与实施例 13不同的是， 还包括结构对称的第三梁 挂接件 160和第五梁挂接件 168， 第四梁挂接件 162、 第四梁挂接件 164、 第四梁挂接件 166， 梁 161， 梁 163、 梁 165、 梁 167。 梁 161， 梁 163、 梁 165、 梁 167均为方钢管。
第三梁挂接件 160的结构与实施例 4相同。 第四梁挂接件 162、 第四梁挂接件 164、 第四梁挂接件 166的结构与实施例 5相同。
第三梁挂接件 160的梁插接头与梁 161的一端插接固定，梁 161的另一端与第四梁挂 接件 162的一个梁插接头插接固定， 第四梁挂接件 162的另一个梁插接头与梁 163的一 端插接固定， 梁 163的另一端与第四梁挂接件 164的一个梁插接头插接固定， 第四梁挂 接件 164的另一个梁插接头与梁 165的一端插接固定， 梁 165的另一端与第四梁挂接件 166的一个梁插接头插接固定，第四梁挂接件 166的另一个梁插接头与梁 167的一端插接 固定， 梁 1673的另一端与第五梁挂接件 168的梁插接头插接固定。
第三梁挂接件 160、第四梁挂接件 162、第四梁挂接件 164、第四梁挂接件 166和第五 梁挂接件 168分别悬挂并固定在梁 134， 梁 124、 梁 143、 梁 146、 梁 133上。
梁和梁挂接件的安装方法还包括以下步骤：
首先将第三梁挂接件 160的梁插接头与梁 161的一端插接， 梁 161的另一端与第四 梁挂接件 162的一个梁插接头插接， 第四梁挂接件 162的另一个梁插接头与梁 163的一 端插接， 梁 163的另一端与第四梁挂接件 164的一个梁插接头插接， 第四梁挂接件 164 的另一个梁插接头与梁 165的一端插接， 梁 165的另一端与第四梁挂接件 166的一个梁 插接头插接， 第四梁挂接件 166的另一个梁插接头与梁 167的一端插接， 梁 1673的另一 端与第五梁挂接件 168的梁插接头插接；
再将第三梁挂接件 160、 第四梁挂接件 162、 第四梁挂接件 164、 第四梁挂接件 166 和第五梁挂接件 168分别悬挂并固定在梁 134， 梁 124、 梁 143、 梁 146、 梁 133上； 调整好梁 161相对第三梁挂接件 160、 第四梁挂接件 162的相对位置后通过锁紧螺丝 固定；调整好梁 163相对第四梁挂接件 162、第四梁挂接件 164的相对位置后通过锁紧螺 丝固定；调整好梁 165相对第四梁挂接件 164、第四梁挂接件 166的相对位置后通过锁紧 螺丝固定；调整好梁 167相对第四梁挂接件 166、第五梁挂接件 168的相对位置后通过锁 紧螺丝固定。
实施例 15
如图 16所示， 与实施例 13不同的是， 悬挂在梁 120上的第一梁挂接件 180、 第一 梁挂接件 183、第一梁挂接件 186的结构与实施例 1相同， 且与梁 120通过焊接固定。悬 挂在梁 121上的第二梁挂接件 182、第二梁挂接件 185、第二梁挂接件 188分别与第一梁 挂接件 180、 第一梁挂接件 183、 第一梁挂接件 186关于其中心位置的竖直面对称， 且与 梁 121通过焊接固定。 两端与第一梁挂接件 180、 第二梁挂接件 182插接固定的梁 181、 两端与第一梁挂接件 183、第二梁挂接件 185插接固定的梁 184、两端与第一梁挂接件 180、 第二梁挂接件 182插接固定的梁 181、 两端与第一梁挂接件 186、第二梁挂接件 188插接 固定的梁 187均为 H形钢。
实施例 16
如图 17所示，建筑框架结构包括固定在主体框架不在同一水平面和同一竖直面上的 梁 206、 梁 207第四梁挂接件 200、 第五梁挂接件 202、 第六梁挂接件 203、 第七梁挂接 件 201 ; ， 梁 207位于梁 206的上方。
第五梁挂接件 202的结构与实施例 8相同。 第四梁挂接件 200的结构与实施例 9相 同。
第七梁挂接件 201与第四梁挂接件 200关于其中心位置的竖直面对称。 第六梁挂接 件 203的结构与第五梁挂接件 202关于其中心位置的竖直面对称。
还包括两端与第四梁挂接件 200和第五梁挂接件 202的梁插接头插接固定的梁 208; 两端与第六梁挂接件 203和第七梁挂接件 201插接固定的梁 209。第四梁挂接件 200、第 七梁挂接件 201悬挂在横梁 206上， 第五梁挂接件 202、 第六梁挂接件 203悬挂在横梁 207上;在第四梁挂接件 200和第五梁挂接件 202的上竖接头上安装有第一楼梯扶手 204， 在第六梁挂接件 203和第七梁挂接件 201的上竖接头上安装有第二楼梯扶手 205。
梁、 梁挂接件、 楼梯的安装方法包括
首先将梁 208的两端与第四梁挂接件 200和第五梁挂接件 202的梁插接头活动插接; 将梁 209的两端与第六梁挂接件 203和第七梁挂接件 201活动插接；
再将第四梁挂接件 200、第七梁挂接件 201悬挂在横梁 206的需要位置并与横梁 206 通过螺钉固定，将第五梁挂接件 202、第六梁挂接件 203悬挂在横梁 207的需要位置并与 横梁 207通过螺钉固定；
然后调整梁 208与第四梁挂接件 200和第五梁挂接件 202的相对位置并通过螺钉固 定； 调整梁 209与第六梁挂接件 203和第七梁挂接件 201的相对位置并通过螺钉固定； 最后在第四梁挂接件 200和第五梁挂接件 202的上竖接头上安装第一楼梯扶手 204， 在第六梁挂接件 203和第七梁挂接件 201的上竖接头上安装第二楼梯扶手 205。
实施例 17
如图 18所示， 一种建筑框架结构， 包括相互平行的梁 260、 梁 261、 梁 262, 结构对 称的顶梁挂接件 263、 顶梁挂接件 264， 顶层插接件 265， 连接在顶梁挂接件 263和顶层 插接件 265间的顶梁 266，连接在顶梁挂接件 264和顶层插接件 265间的顶梁 267。梁 261 高于梁 260和梁 262。
梁 260、 梁 261、 梁 262为 H型钢。 顶梁 266、 顶梁 267为方钢管。 如图 19所示，顶层插接件 265包括一体成型的连接件本体 268、第一顶梁插接头 269 和第二顶梁插接头 270。 连接件本体 268成倒 V形。 第一顶梁插接头 269和第二顶梁插 接头 270均包括一个从垂直连接部本体的端面延伸而成的横截面为方形环的方管形凸部。 第一顶梁插接头 269的方管形凸部和第二顶梁插接头 270的方管形凸部的夹角大于 90° 小于 180° 。
顶梁挂接件 264的结构与实施例 10同。
第一顶梁插接头 269的方管形凸部插入顶梁 266—端的方形内腔与顶梁 266的端部 插接， 顶梁挂接件 263的梁插接头的方管形凸部 272插入顶梁 266另一端的方形内腔与 顶梁 266的端部插接； 第二顶梁插接头 270的方管形凸部插入顶梁 267的一端的方形内 腔与顶梁 267的端部插接， 顶梁挂接件 264的梁插接头的方管形凸部插入顶梁 267另一 端的方形内腔与顶梁 267的端部插接。顶梁挂接件 263悬挂在梁 260上，顶梁挂接件 264 悬挂在梁 262上， 顶层插接件 265支撑在梁 261上。
实施例 18
如图 20所示， 与实施例 17不同的是， 与顶梁 267—端插接的顶梁挂接件 282的结 构与实施例 11相同，与顶梁 267另一端插接的顶层挂接件 281的结构与实施例 12相同。 顶梁 266的一端与顶层挂接件 281插接固定， 顶梁 266另一端与顶梁挂接件 280插接固 定。 顶梁挂接件 280与顶梁挂接件 282关于中心位置的竖直面对称。 顶梁挂接件 280悬 挂并固定在梁 260上。 顶层挂接件 281悬挂并固定在梁 261上。 顶梁挂接件 282悬挂并 固定在梁 262上。
实施例 19
如图 21所示， 一种建筑框架结构， 包括相互平行的梁 290、 梁 291、 梁 292， 与实施 例 6结构相同的顶梁挂接件 293， 与实施例 7结构相同的顶层挂接件 295， 与顶梁挂接件 293关于中心位置的竖直面对称的顶梁挂接件 296。
还包括一端与顶梁挂接件 293的顶层斜上支撑接头支撑固定的顶梁 294， 顶梁 294的 另一端与顶层挂接件 295的顶层斜下支撑接头支撑固定， 一端与顶层挂接件 295的的顶 层斜下支撑接头支撑固定的顶梁 297，顶梁 297另一端与顶梁挂接件 296的的顶层斜上支 撑接头支撑固定。 梁 291高于梁 290和梁 292。
梁 290、 梁 291、 梁 292、 顶梁 294、 顶梁 297为 H型钢。

Claims

权 利 要 求 书
1、 一种梁挂接件， 其特征在于： 包括一体成型的梁插接头或梁支撑接头、 悬挂在梁上的 悬挂部、 连接梁插接头或梁支撑接头与悬挂部的连接部； 悬挂部包括直接支撑在梁上的 第一被支撑面； 在梁挂接件上还设有被梁抵挡的梁侧抵挡面， 梁侧抵挡面位于第一被支 撑面的下方。
2、 如权利要求 1所述的一种梁挂接件， 其特征在于： 梁插接头或梁支撑接头为一个， 悬 挂部为一个， 连接部为一个； 连接部从悬挂部的底面垂直向下延伸而成， 梁插接头或梁 支撑接头设置在背离悬挂部的连接部的侧面上； 悬挂部的底面为直接支撑在梁上的第一 被支撑面； 连接部设有悬挂部的侧面为被梁抵挡的梁侧抵挡面， 梁侧抵挡面与第一被支 撑面成 90。夹角。
3、 如权利要求 1所述的一种梁挂接件， 其特征在于： 梁插接头由对称的一个第一梁插接 头和一个第二梁插接头构成或梁支撑接头由对称的一个第一梁支撑接头和一个第二梁支 撑接头构成； 连接部由对称的一个第一连接部和一个第二连接部构成； 悬挂部为一个； 第一连接部和第二连接部从悬挂部的底面垂直向下延伸而成， 第一梁插接头或第一梁支 撑接头设置在背离悬挂部的第一连接部的侧面上， 第二梁插接头或第二梁支撑接头设置 在背离悬挂部的第二连接部的侧面上；悬挂部的底面为直接支撑在梁上的第一被支撑面； 第一连接部设有悬挂部的侧面为被梁抵挡的第一梁侧抵挡面， 第二连接部设有悬挂部的 侧面为被梁抵挡的第二梁侧抵挡面； 第一梁侧抵挡面与第一被支撑面成 90 °夹角， 第二 梁侧抵挡面与第二被支撑面成 90 °夹角； 第一梁侧抵挡面、 第一被支撑面、 第二梁侧抵 挡面形成开口朝下的 U形通槽。
4、 如权利要求 1所述的一种梁挂接件， 其特征在于： 梁挂接件还包括与扶手的竖直方向 的支撑住插接的上竖插接头； 悬挂部为一个， 梁侧抵挡面为悬挂部上的竖直面； 连接部 为一个， 沿悬挂部的一个外竖直侧面斜向下弯折而成； 梁插接头或梁支撑接头为一个， 设置在连接部背离悬挂部的端面上并斜向下； 上竖插接头设置在悬挂部的顶面。
5、 如权利要求 4所述的一种梁挂接件， 其特征在于： 梁侧抵挡面为两个， 与第一被支撑 面形成开口向下的 U型槽； 上竖插接头为从悬挂部顶面垂直向上延伸的横截面为圆环状 的圆管形凸台。
6、 如权利要求 1所述的一种梁挂接件， 其特征在于： 梁挂接件还包括与扶手的竖直方向 的支撑柱插接的上竖插接头； 悬挂部为一个， 梁侧抵挡面为悬挂部上的竖直面； 连接部 为一个， 沿悬挂部的顶面斜向上弯折而成； 梁插接头或梁支撑接头为一个， 设置在连接 部背离悬挂部的端面上并斜向上； 上竖插接头设置在悬挂部的顶面。
7、 如权利要求 6所述的一种梁挂接件， 其特征在于： 梁侧抵挡面为两个， 与第一被支撑 面形成开口向下的 U型槽； 上竖插接头为从悬挂部顶面垂直向上延伸的横截面为圆环状 的圆管形凸台。
8、 如权利要求 1所述的一种梁挂接件， 其特征在于： 悬挂部为一个； 连接部为一个， 沿 悬挂部的顶面向上向外弯折而成； 梁插接头或梁支撑接头为一个， 设置在连接部背离悬 挂部的端面上并斜向上。
9、 如权利要求 1所述的一种梁挂接件， 其特征在于： 连接部成倒 V形， 悬挂部设置在连 接部的转角位置并置于连接部的下方， 在悬挂部上设有开口朝下的凹槽； 梁插接头或梁 支撑接头为两个， 即第一梁插接头或第一梁支撑接头和第二梁插接头或第二梁支撑接头， 垂直连接部的端面斜向下凸设； 凹槽的底面为第一被支撑面； 凹槽的两个侧面为梁侧抵 挡面。
10、 如权利要求 1至 9任意一项所述的一种梁挂接件， 其特征在于： 在梁挂接件上设有 与梁侧抵挡面连通的水平方向的顶紧螺纹通孔。
11、 如权利要求 1至 9任意一项所述的一种梁挂接件， 其特征在于： 梁插接头包括从垂 直连接部端面向外延伸的两个对称且并排的水平凸部。
12、 如权利要求 1至 9任意一项所述的一种梁挂接件， 其特征在于： 梁插接头包括从连 接部背离悬挂部一侧水平向外延伸的方管形凸部。
13、 建筑框架结构， 其特征在于： 包括两个以上的梁挂接件； 梁挂接件包括一体成型的 梁插接头或梁支撑接头、 悬挂部、 连接梁插接头或梁支撑接头与悬挂部的连接部； 还包 括两端均与所述的梁挂接件的梁插接头或梁支撑接头固定的梁、 梁挂接件的悬挂部直接 支撑并悬挂其上的梁。
14、 如权利要求 13所述的建筑框架结构， 其特征在于：
梁挂接件包括第一梁挂接件和第二梁挂接件；
第一梁挂接件的梁插接头为一个， 悬挂部为一个， 连接部为一个； 连接部从悬挂部的底 面垂直向下延伸而成， 梁插接头设置在背离悬挂部的连接部的侧面上；
第二梁挂接件的结构与第一梁挂接件关于其中心位置的竖直面对称；
连接在第一梁挂接件和第二梁挂接件间的梁为一根；
第一梁挂接件与梁的一端插接， 第二梁插接头与梁的另一端插接； 第一梁挂接件、 第二 梁挂接件分别悬挂在对应的梁上。
15、 如权利要求 14所述的建筑框架结构， 其特征在于：
梁挂接件还包括一个以上的第三梁挂接件；
第三梁挂接件的梁插接头由对称的一个第一梁插接头和一个第二梁插接头构成； 连接部 由对称的一个第一连接部和一个第二连接部构成； 悬挂部为一个； 第一连接部和第二连 接部从悬挂部的底面垂直向下延伸而成， 第一梁插接头设置在背离悬挂部的第一连接部 的侧面上， 第二梁插接头设置在背离悬挂部的第二连接部的侧面上； 两个连接部和悬挂 部形成开口朝下的 U形通槽；
第一梁挂接件、 第三梁挂接件、 第二梁挂接件依次排列， 在每相邻的两个梁挂接件相对 的两个梁插接头上插接固定有一根梁； 第一梁挂接件悬挂在最前的梁上， 第二梁挂接件 悬挂在最后的挂接件梁上， 第三梁挂接件悬挂在对应的中间位置的梁上。
16、 如权利要求 13所述的建筑框架结构， 其特征在于：
梁挂接件包括第四梁挂接件、 第五梁挂接件、 第六梁挂接件、 第七梁挂接件； 梁包括不 在同一水平面和不在同一竖直面上的上梁和下梁；
第四梁挂接件还包括从第四梁挂接件本体沿竖直方向向上凸设的柱插接头； 悬挂部为一 个， 梁侧抵挡面为悬挂部上的竖直面； 连接部为一个， 沿悬挂部的顶面斜向上弯折而成; 梁插接头为一个， 设置在连接部背离悬挂部的端面上并斜向上； 柱插接头设置在悬挂部 的顶面；
第五梁挂接件还包括从第五梁挂接件本体沿竖直方向向上凸设的柱插接头； 悬挂部为一 个， 梁侧抵挡面为悬挂部上的竖直面； 连接部为一个， 沿悬挂部的一个外竖直侧面斜向 下弯折而成； 梁插接头为一个， 设置在连接部背离悬挂部的端面上并斜向下； 柱插接头 设置在悬挂部的顶面；
第七梁挂接件与第四梁挂接件关于其中心位置的竖直面对称； 第六梁挂接件的结构与第 五梁挂接件关于其中心位置的竖直面对称；
还包括两端与第四梁挂接件和第五梁挂接件的梁插接头插接固定的支撑梁； 两端与第六 梁挂接件和第七梁挂接件插接固定的支撑梁； 第四梁挂接件悬挂在下梁上， 第五梁挂接 件悬挂在上梁上； 第七梁挂接件悬挂在下梁上， 第六梁挂接件悬挂在上梁上； 在第四梁挂接件和第五梁挂接件的上竖接头上安装有第一楼梯扶手， 在第六梁挂接件和 第七梁挂接件的上竖接头上安装有第二楼梯扶手。
17、 如权利要求 16所述的建筑框架结构， 其特征在于： 第四梁挂接件、 第五梁挂接件、 第六梁挂接件、 第七梁挂接件的梁侧抵挡面为两个， 与第一被支撑面形成开口向下的 U 型槽； 上竖插接头为从悬挂部顶面垂直向上延伸的横截面为圆环状的圆管形凸台， 在上 竖插接头上均插接有圆管状的楼梯扶手。
18、如权利要求 13所述的建筑框架结构， 其特征在于： 梁为顶梁， 挂接件为顶梁挂接件; 框架结构还包括顶层插接件； 顶层插接件包括顶层插接件本体， 两个斜向下凸设顶层插 接件本体、 成倒 V字形的插接头； 顶梁挂接件包括一个所述的悬挂部， 一个沿所述的悬 挂部的顶面向上向外弯折而成的所述的连接部， 一个设置在连接部背离悬挂部的端面上 并斜向上凸设的顶层斜上插接头或顶层斜上支撑接头， 在悬挂部的底部设有容置与其配 合的梁的容置部； 顶层插接件的两个插接头分别与两根对称的顶梁端部插接固定， 结构 对称的顶梁挂接件的顶层斜上插接头或顶层斜上支撑接头分别与通过与顶层插接件插接 固定在一起的两根顶梁的另一端连接固定，顶梁挂接件悬挂在梁上其容置部与该梁配合， 顶层插接件支撑在梁上。
19、 如权利要求 13所述的建筑框架结构， 其特征在于： 梁为顶梁， 挂接件包括顶层挂接 件和顶梁挂接件； 顶层挂接件包括两个成倒 V字形的顶层斜下插接头或顶层斜下支撑接 头、 悬挂部和连接顶层斜下插接头或顶层斜下支撑接头与悬挂部的连接部； 连接部成倒 V 形， 悬挂部设置在连接部的转角位置并置于连接部的下方， 在悬挂部上设有容置与其 配合的梁的容置部； 两个顶层斜下插接头或顶层斜下支撑接头垂直连接部的端面斜向下 凸设； 顶梁挂接件包括一个悬挂部， 一个沿悬挂部的顶面向上向外弯折而成的连接部； 一个设置在连接部背离悬挂部的端面上并斜向上凸设的顶层斜上插接头或顶层斜上支撑 接头， 在悬挂部的底部设有容置与其配合的梁的容置部； 顶层挂接件的两个插接头分别 与两根对称的顶梁端部插接固定， 在顶梁挂接件的顶层斜上插接头或顶层斜上支撑接头 与顶层挂接件相对的顶层斜下插接头或顶层斜下支撑接头上连接固定有所述的顶梁， 顶 梁挂接件悬挂在梁上其容置部与该梁配合，顶梁挂接件悬挂在梁上其容置部与该梁配合。
20、 建筑框架结构的安装方法， 其特征在于： 建筑框架结构包括两个以上的梁挂接件； 梁挂接件包括一体成型的梁插接头、 悬挂部和梁插接头与悬挂部的连接部； 还包括两端 均与所述的梁挂接件的梁插接头插接固定的梁、 梁挂接件的悬挂部直接支撑并悬挂其上 的梁；
安装方法包括以下步骤：
先将梁的两端均插接所述的梁挂接件， 梁与梁挂接件活动连接， 再将梁挂接件悬挂在对 应的梁上， 然后调整梁与梁挂接件的相对位置， 最后将梁挂接件与梁固定。
PCT/CN2012/075055 2011-05-05 2012-05-04 一种梁挂接件、建筑框架结构及安装方法 WO2012149905A1 (zh)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201110115026.7 2011-05-05
CN 201110115026 CN102277905B (zh) 2011-05-05 2011-05-05 一种梁挂接件、建筑框架结构及安装方法

Publications (1)

Publication Number Publication Date
WO2012149905A1 true WO2012149905A1 (zh) 2012-11-08

Family

ID=45103605

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2012/075055 WO2012149905A1 (zh) 2011-05-05 2012-05-04 一种梁挂接件、建筑框架结构及安装方法

Country Status (2)

Country Link
CN (1) CN102277905B (zh)
WO (1) WO2012149905A1 (zh)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116378203A (zh) * 2023-05-06 2023-07-04 徐州东大钢结构建筑有限公司 一种倒提式焊接球网架及其拼装方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102277905B (zh) * 2011-05-05 2013-03-20 杨东佐 一种梁挂接件、建筑框架结构及安装方法
CN106041346B (zh) * 2016-02-04 2019-03-29 李新华 钢结构梁
CN108981395B (zh) * 2018-06-12 2020-02-07 京东方科技集团股份有限公司 一种炉体组装结构及热处理设备

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2014686A (en) * 1977-11-16 1979-08-30 Wilson A H Joints for Metal Building Frameworks
CN1161397A (zh) * 1997-01-17 1997-10-08 叶棪森 钢塑轻建筑及其建造方法
CN2436578Y (zh) * 2000-06-16 2001-06-27 王关根 钢结构建筑通用节点装置
EP1114935A2 (de) * 2000-01-04 2001-07-11 Fischerwerke Arthur Fischer GmbH & Co. KG Knotenverbinder zum Befestigen einer Montageschiene auf Stoss an einer anderen Montageschiene
CN102251586A (zh) * 2011-05-05 2011-11-23 杨东佐 梁挂接件、建筑框架结构及安装方法
CN102261130A (zh) * 2011-05-05 2011-11-30 杨东佐 建筑框架结构的挂接件及建筑框架结构
CN102277904A (zh) * 2011-05-05 2011-12-14 杨东佐 一种梁柱连接件及成型方法、建筑框架结构及安装方法
CN102277905A (zh) * 2011-05-05 2011-12-14 杨东佐 一种梁挂接件、建筑框架结构及安装方法
CN202073185U (zh) * 2011-05-05 2011-12-14 杨东佐 一种梁柱连接件及建筑框架结构
CN202099881U (zh) * 2011-05-05 2012-01-04 杨东佐 一种建筑框架结构的插接件及建筑框架结构
CN202099882U (zh) * 2011-05-05 2012-01-04 杨东佐 一种梁挂接件及建筑框架结构
CN102330472A (zh) * 2011-05-05 2012-01-25 杨东佐 建筑框架结构的连接件

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3170737B2 (ja) * 1993-08-25 2001-05-28 カール事務器株式会社 多穴孔明けパンチ
CN1107774C (zh) * 2000-09-26 2003-05-07 李鑫全 轻型房屋钢结构拼装构件
US20070151199A1 (en) * 2005-12-16 2007-07-05 Rounda Enterprises, Llc Joist noise reduction system and method of installation
CN201334747Y (zh) * 2008-10-31 2009-10-28 官木喜 一种轻钢结构房屋楼层板主梁

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2014686A (en) * 1977-11-16 1979-08-30 Wilson A H Joints for Metal Building Frameworks
CN1161397A (zh) * 1997-01-17 1997-10-08 叶棪森 钢塑轻建筑及其建造方法
EP1114935A2 (de) * 2000-01-04 2001-07-11 Fischerwerke Arthur Fischer GmbH & Co. KG Knotenverbinder zum Befestigen einer Montageschiene auf Stoss an einer anderen Montageschiene
CN2436578Y (zh) * 2000-06-16 2001-06-27 王关根 钢结构建筑通用节点装置
CN102251586A (zh) * 2011-05-05 2011-11-23 杨东佐 梁挂接件、建筑框架结构及安装方法
CN102261130A (zh) * 2011-05-05 2011-11-30 杨东佐 建筑框架结构的挂接件及建筑框架结构
CN102277904A (zh) * 2011-05-05 2011-12-14 杨东佐 一种梁柱连接件及成型方法、建筑框架结构及安装方法
CN102277905A (zh) * 2011-05-05 2011-12-14 杨东佐 一种梁挂接件、建筑框架结构及安装方法
CN202073185U (zh) * 2011-05-05 2011-12-14 杨东佐 一种梁柱连接件及建筑框架结构
CN202099881U (zh) * 2011-05-05 2012-01-04 杨东佐 一种建筑框架结构的插接件及建筑框架结构
CN202099882U (zh) * 2011-05-05 2012-01-04 杨东佐 一种梁挂接件及建筑框架结构
CN102330472A (zh) * 2011-05-05 2012-01-25 杨东佐 建筑框架结构的连接件

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116378203A (zh) * 2023-05-06 2023-07-04 徐州东大钢结构建筑有限公司 一种倒提式焊接球网架及其拼装方法

Also Published As

Publication number Publication date
CN102277905A (zh) 2011-12-14
CN102277905B (zh) 2013-03-20

Similar Documents

Publication Publication Date Title
WO2012149829A1 (zh) 一种梁柱连接件及成型方法、建筑框架结构及安装方法
CN102251586B (zh) 梁挂接件、建筑框架结构及安装方法
CN102261129B (zh) 用于建筑的梁柱连接件
CN202099881U (zh) 一种建筑框架结构的插接件及建筑框架结构
CN102277907B (zh) 建筑框架结构的梁柱连接件
CN102261130B (zh) 建筑框架结构的挂接件及建筑框架结构
CN102277906B (zh) 顶梁连接件
WO2012149905A1 (zh) 一种梁挂接件、建筑框架结构及安装方法
JP2020510769A (ja) プレハブ式デッキユニット，プレハブ式デッキユニットを製造する方法，及び球状空隙形成体
KR101760775B1 (ko) 벽체 성형용 거푸집 및 이의 시공방법
KR20170027233A (ko) Pc기둥에 설치된 임시브래킷을 활용한 pc기둥 및 pc보의 강접합 결합구조, 이를 이용한 모듈러 시스템
CN102277908B (zh) 建筑框架结构的插接件
CN202073185U (zh) 一种梁柱连接件及建筑框架结构
WO2012149910A1 (zh) 一种檐连接件、建筑框架结构及安装方法
CN202099882U (zh) 一种梁挂接件及建筑框架结构
WO2013097678A1 (zh) 一种梁柱连接件、建筑框架结构与安装方法
CN102330472B (zh) 建筑框架结构的连接件
CN102277903B (zh) 梁柱连接件
KR20060107977A (ko) 무 용접 대형조립거푸집
CN216840604U (zh) 用于梁模板的平面支撑单元及模板支撑体系
CN102261131B (zh) 建筑框架结构的连接件
KR101766811B1 (ko) Pc기둥에 설치된 영구브래킷을 활용한 pc기둥 및 pc보의 강접합 결합구조
CN112814384A (zh) 基于钢管束组合结构楼板反向支撑体系及施工方法
CN219672083U (zh) 一种适用于大跨度大层高外脚手架连墙构造装置
KR20180012184A (ko) 벽체 성형용 거푸집 및 이의 시공방법

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: 12779815

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 12779815

Country of ref document: EP

Kind code of ref document: A1