WO2012149829A1 - 一种梁柱连接件及成型方法、建筑框架结构及安装方法 - Google Patents

一种梁柱连接件及成型方法、建筑框架结构及安装方法 Download PDF

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Publication number
WO2012149829A1
WO2012149829A1 PCT/CN2012/000607 CN2012000607W WO2012149829A1 WO 2012149829 A1 WO2012149829 A1 WO 2012149829A1 CN 2012000607 W CN2012000607 W CN 2012000607W WO 2012149829 A1 WO2012149829 A1 WO 2012149829A1
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WO
WIPO (PCT)
Prior art keywords
column
joint
connector
plug
horizontal
Prior art date
Application number
PCT/CN2012/000607
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 WO2012149829A1 publication Critical patent/WO2012149829A1/zh

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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
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
    • 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
    • E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof

Definitions

  • the invention relates to a beam-column joint and a forming method, a building frame structure and a mounting method for a building, a pavilion, a booth, a bridge and the like, in particular to a beam-column joint of a house building frame steel structure, a forming method and a frame thereof Structure and installation method.
  • the existing steel structure and its construction method have many advantages compared with the cement brick and reinforced concrete building and its construction method, but there are still some shortcomings, mainly as follows: First, due to the existing building steel The beam and column of the structural frame or the beam and the beam are directly connected by bolts or the like, or by welding or the like. The force is weak and the connection is weak. The gravity of the beam, column, floor, etc. is finally transmitted to the connection node by the connection. Fastened by fasteners or welds, which can cause excessive stress concentration on the joints between the beam and the column or between the beam and the beam, making the joints less stressed and more fragile, which greatly reduces the existing building frame structure. Safety, shortened 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. In both ways, it is impossible to achieve large-scale standardized production, the cost is low, 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.
  • a design method of an environmentally-friendly detachable beam-column load-bearing structure which relates to a house support, in particular, a support for a detachable house.
  • the house support is composed of a load-bearing column, a load-bearing beam, a connecting piece and a column cap.
  • the load-bearing beam is inserted into the load-bearing column, the load-bearing column is inserted into the column cap, the load-bearing column is fixed by bolts, and the top of the load-bearing column has a column cap.
  • the top center has upper and lower column connecting bolts.
  • the bottom of the load-bearing column has a screw hole in the center.
  • the column and the column are connected by connecting pieces.
  • the dovetail of the bearing beam is connected with the dovetail groove on the column cap.
  • the card slot and the top of the column cap are at the bottom of the column cap.
  • the cap cap dovetail is inserted, and the upper part of the cap is inserted into the dovetail slot and the load-bearing beam dovetail.
  • Rubber pads are added between the components of the generalized building components to cushion the 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, and the labor of the construction workers is relieved.
  • the problem of large pollution, high noise, long cycle and low project quality is low in the existing construction.
  • 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 piece 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. It is necessary to form load-bearing columns of different sizes for different buildings, further increasing the cost of the molds. Also, the load-bearing columns are so large that it is very difficult to form them at one time. Unrealistic.
  • 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 that is connected around the steel pipe column, the gravity of the beam, the column, the floor, and the like are finally transmitted to the joint node to be received by the welded portion of the steel pipe and the bracket, which may cause excessive stress. Focusing on the joints between the beam and the column or between the beam and the beam makes the joints weak and weakly connected, 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 is inserted into the upper end of the concave end combination body; the lower end 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 a bolt, a nut and a washer, and the oblique wedge end of the oblique wedge body combined with the cross wedge plate is correspondingly inserted into the inclined groove on the ear plate of the concave end combined 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 a construction method thereof, which is a thin-walled light steel injection molding building, which is injected into a hollow wall of a thin-walled light steel structure and a member.
  • Foamed plastic molding is combined, mainly consisting of column members, upper and lower column joints, double single beam buckets, column bases, floor beam members, window top (station) beams, plastic panels, floor slabs, tension rods,
  • the injection molding floor, the beam and column card, the vertical rod member, the column beam card, the ground frame bracing, the base plate, the elastic cushion layer, the foundation, the array lime pile, the ground anchor and the like are mutually coupled.
  • 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 effect on the upper column joint
  • the upper column joint has a supporting effect on the column member
  • the beam bucket has a supporting effect on the beam.
  • the combination of multiple parts can realize the connection between the column members and the beam, the rigidity is poor, the assembly error is large, and the second is between the lower column joint and the column member, between the lower column joint and the beam chamber. Between 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. There are many processes, and the installation takes time. The installation process often causes the verticality of the column members and the adjustment of the installation position to be difficult; In this technical solution, the rigidity of the plurality of parts connecting the column member and the beam is poor, and the combined rigidity is worse, which is not conducive to the bearing and transmission of heavy load; the third is the beam, the column and the floor.
  • the gravity is finally transmitted to the joint node by the horizontal portion of the beam supported on the lower column joint, which causes the stress to be excessively concentrated on the joint between the beam and the column or the beam and the beam, so that the joint is weakly connected and connected. Fragile, which will greatly reduce the safety of the building frame structure and shorten the service life.
  • a first technical problem to be solved by the present invention is to provide a beam-and-column joint that directly supports or is directly supported by a beam and a column connected thereto.
  • a second technical problem to be solved by the present invention is to provide a simple, low-cost molding method for a beam-column joint.
  • a third technical problem to be solved by the present invention is to provide a building frame structure in which beams, columns, and beam-column joints are directly supported by each other.
  • a fourth technical problem to be solved by the present invention is to provide a convenient, fast, and labor-saving mounting method for a building frame structure.
  • a beam-column connecting member comprising an integrally formed beam-column joint body, which is inserted and fixed with an end of a vertical horizontal direction column, and protrudes in a vertical direction from a column joint of the beam-column joint body, and directly supports and horizontally a parallel beam, a horizontal support joint protruding from the beam-column joint body in a horizontal direction; a first horizontal plane directly contacting the end surface of the pillar on the beam-column joint; and a front-to-right lock on the pillar joint
  • the column side abutting surface; the horizontal support joint is provided with a horizontal surface of the supporting beam which is in direct contact with the beam fixed thereto and supports the beam.
  • a lower convex portion is provided at the bottom of the beam and column connector body, and a supported portion is provided on the side surface of the beam and column connector body. Also included is a reinforced joint disposed between adjacent two horizontal support joints or between adjacent horizontal support joints and column plug joints for connecting the beam-column joints in diagonal positions.
  • the beam-column connection member is a top-layer beam-column connection member, and comprises a top-layer oblique upper support joint integrally formed with the beam-column joint body and obliquely protruding upwardly from the beam-and-colum joint body; and may also be directly under the support joint on the top layer Horizontal support joint is provided; the horizontal distance from the outermost end of the top oblique support joint to the center of the beam joint body is smaller than the minimum of the support beam horizontal plane of the horizontal support joint directly below the top oblique support joint to the center of the beam joint body
  • the horizontal distance may further include a top oblique connecting connector or a top oblique supporting joint protruding obliquely downward from one side of the beam connecting piece body or opposite sides of the beam connecting body;
  • the connector body is provided with a sink support portion on an outer side surface of the horizontal support joint or on two adjacent outer side surfaces or on the corners of adjacent two faces of the horizontal support joint.
  • the beam-column connector further includes a connecting beam connector having an obliquely downward or horizontally projecting beam-and-column connector body on the outer side without the horizontal support joint.
  • the beam-column connector further includes a connecting arm having an obliquely downward or horizontally projecting beam-and-column connector body on one or both outer sides of the beam-and-column connector body facing away from the horizontal support joint, at one side of the end of the connecting arm
  • Side rail support joints are provided on either side of the opposite side.
  • the horizontal support joint of the beam-column joint protrudes from the beam-and-colum joint body in a direction perpendicular to the cross member of the crown rail.
  • a threaded through hole for fixing the beam or the column to the set position of the connector is provided on the plug connector or the support connector.
  • a retaining wall post connector is vertically protruded upwardly above the beam and column connector body. More than two horizontal support joints and/or more than two upright plug joints are provided on the same side of the beam and column connector body.
  • the beam-column joints are cast or injection molded from a lost foam or wax or sand mold.
  • the building frame structure includes a beam-column joint, a column fixed to the column plug joint, and a beam supported by the horizontal support joint.
  • the improvement further includes a pipe pile connecting ground frame and a bottom layer connecting member, wherein the bottom layer connecting member comprises an underlying connecting piece body, an upper column plug joint protruding above the bottom connecting piece body, and a horizontal protruding convex supporting portion of the bottom connecting body, from the bottom layer
  • the connecting body protrudes downwardly and protrudes into the resisting portion of the pipe pile connecting frame; the pipe pile connecting the ground frame is buried in the ground, the supporting portion is directly supported on the pipe pile connecting ground frame, and the resisting portion extends into the pipe pile connecting the ground frame
  • the inner cavity and the column are directly supported on the bottom joint member, and the bottom joint member is welded and fixed to the joint of the pipe pile; the inner cavity of the pipe pile connected to the ground frame is filled with cement concrete.
  • the underground pipe pile is also inserted into the underground depth, and the upper end of the underground pipe pile extends into the inner wall of the pipe pile; the inner cavity of the underground pipe pile and the pipe pile connection frame is filled with cement concrete.
  • the beam and column connecting member further comprises a top layer oblique upper supporting joint protruding obliquely upwardly from the beam and column connecting body;
  • the top beam connecting member comprises a top beam connecting member body and two oblique directions a top beam connecting member body, an inverted V-shaped top beam oblique plug joint, one or two horizontal support joints protruding in a horizontal direction of the top beam connecting body; two top beam oblique plug joints respectively and symmetric
  • the ends of the two top beams are fixedly inserted, and the other ends of the two top beams which are fixedly connected with the top beam connecting members are directly supported on the upper top oblique supporting joints of the symmetric beam-column connecting members and obliquely inclined with the top layer
  • the support joint is fixed.
  • a beam-column plane connector is also included; the beam-column plane connector comprises two beam plug connectors, one or two column plug connectors; and a horizontal support joint is also disposed directly below the top diagonal support joint; The other ends of the two beams that are inserted into the beam-column plane connector are directly supported on the horizontal support joints of the symmetric beam-column joints directly opposite the upper-layer oblique upper support joints and are fixedly connected with the horizontal support joints.
  • a column is fixedly inserted into the column plug connector of the beam-column planar connector.
  • a top connector and a top beam hanger are further included;
  • the top connector includes a top connector body, two obliquely downwardly protruding top connector bodies, and an inverted V-shaped plug connector;
  • the hanging member comprises a hanging portion, a connecting portion bent upward and outward along the top surface of the hanging portion, and a top layer oblique plug connector or top layer which is disposed on the end surface of the connecting portion facing away from the hanging portion and obliquely protruding upward
  • the upper support joint is provided with a receiving portion for accommodating the beam at the bottom of the hanging portion; the two plug connectors of the top connector are respectively fixedly connected 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 beam attachment is respectively fixedly connected to the other end of the two top beams fixedly connected by the top connector, and the top beam hanger is suspended on the beam
  • the receiving portion cooperates with the beam, and the top connector is supported on the beam.
  • the top layer hanger and the top beam hanger are also included;
  • the top layer hanger comprises two inverted V-shaped top diagonal lower plug joints or a top oblique lower support joint, a suspension portion and a top layer oblique lower plug joint or a connecting portion of the top oblique lower support 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 disposed under the connecting portion, and the hanging portion is provided with a capacity for receiving the beam matched thereto a top portion of the vertical connection portion of the top layer oblique lower plug connector or the top layer oblique lower support joint is obliquely downwardly convex;
  • the top beam hanger includes a hanging portion, and a top portion is bent upward and upward along the top surface of the hanging portion a connecting portion; a top oblique connecting connector or a top oblique supporting joint disposed on an end surface of the connecting portion facing away from the hanging portion and extending
  • a top beam is connected to the top oblique joint or the top oblique lower joint, and the top beam hanging member is suspended on the beam, and the receiving portion is engaged with the beam, and the top beam hanging member is suspended on the beam and the receiving portion thereof The beam fits.
  • the building frame structure is a plant frame structure
  • the beam is a crown rail for the roof to slide back and forth; the beam is perpendicular to the direction of the horizontal support joint protruding the beam and column joint body.
  • more than one side beam, two or more connecting beams, and the same number of connecting members of the connecting beam are included, and the connecting piece comprises an integrally formed connecting piece body, and a horizontal or oblique upward convex shape.
  • the beam-column connector further comprising an oblique direction at a corner position of the beam-and-colum joint body facing away from one or opposite two outer sides of the horizontal support joint or two adjacent outer sides a connecting arm of the beam or column joint body, or a side beam supporting joint on one side or opposite sides of the connecting arm end; the side beam support is fixed to the adjacent two beam and column connections The opposite side beams of the piece support the joint.
  • the beam-column connecting member further includes one or the horizontal connecting joint of the beam-column connecting body
  • the opposite outer side faces are provided with connecting beam plug joints which are inclined downward or horizontally projecting the beam-and-column joint body
  • the splicing joint comprises an integrally formed truss body, two or three from the cuttings
  • the connector body protrudes horizontally or obliquely upwardly from the beam plug connector of the plug connector body; the beam plug connector of the plug connector is inserted and fixed with the corresponding connecting beam end portion, and both ends of the side beam are inserted into the corresponding beam plug On the connector.
  • a connector is also included, the connector comprising a connector body, two or more plug connectors that protrude horizontally and/or vertically from the connector body.
  • a beam hitch is also included;
  • the beam hitch comprises an integrally formed beam plug or beam support joint, a suspension portion and a connection portion connecting the beam plug joint or the beam support joint and the suspension portion;
  • the beam connector or the beam support joint of the beam attachment member is fixed, and the suspension portion of the beam attachment member at both ends of the beam is directly supported and suspended on the beam.
  • a water tank is also included;
  • the beam-column connection is a top-level beam-column connection, on the outer side of the top-side beam-to-column joint facing away from the horizontal support joint or away from the adjacent two outer side faces of the horizontal support joint or away from the horizontal 3 ⁇ 4:
  • the groove position of the adjacent two outer sides of the joint is convexly provided with a water tank support portion; the water tank is fixed on the water tank support portion.
  • an L-shaped side baffle is further included: the beam-column connecting member includes an outer side surface not provided with a horizontal support joint, and a horizontal side-side positioning groove corresponding to the outer side surface and the beam end surface abutting surface; the L-shaped side block One side of the plate protrudes from the outer side of the beam connecting member into the side baffle positioning groove, and the L-shaped side baffle is supported on the cross beam, and is fixed with the beam and the beam and column connecting member, and the other side of the L-shaped side baffle faces upward;
  • the L-shaped side baffle and the beam-column joint form a retaining wall that is connected end to end.
  • the slab prefabricated slab is supported on the beam surrounded by the retaining wall, and a space is provided between the slab prefabricated slab and the L-shaped side slab, and the slab prefabricated slab, and cement is poured into the gap.
  • the supporting formwork is supported on the beam; the supporting formwork, the L-shaped side baffle, the beam-column connecting piece form the floor accommodating space, the steel bar is arranged in the floor accommodating space, and the cement concrete is poured into the floor accommodating space to form Reinforced concrete slabs.
  • the installation method of the building frame structure comprises a beam-column connecting piece, a column fixed with the column plug connector, and a beam supported by the horizontal supporting joint
  • the mounting method comprises: mounting and fixing the column with the lower column plug connector : Install the column in the set position in turn, adjust the column so that the column is perpendicular to the horizontal plane and the top surface of the column is at the same level, and the column is fixed to the ground;
  • Install the beam-column connector Insert the lower column plug connector of the beam-column connector into the corresponding column and insert it into the corresponding column.
  • the beam-column joint is directly supported on the column, and then the beam-column connection is adjusted to connect the beam and column.
  • the beam support joint supports the horizontal plane of the beam at the same level, and the lower column plug joint of the beam and column joint is fixed with the column directly below it;
  • Mounting the beam Place the two ends of the beam on the beam support joints of the corresponding beam-column joints, and connect the two ends of the beam to the beam support joints of the corresponding beam-column joints.
  • the installation method includes:
  • the bottom pillar of the piece is perpendicular to the horizontal plane, the horizontal plane of the supporting column is at the same horizontal plane, and the bottom connecting piece is fixedly connected with the pipe pile;
  • the column and the ground are fixed as follows:
  • the column is inserted into the upper column plug joint of the bottom joint in turn, the column is directly supported on the horizontal surface of the supporting column of the bottom joint, the column is adjusted, the column is perpendicular to the horizontal plane, and the top surface of the column is at the same horizontal plane. ;
  • Grouting concrete Fill the annular space formed by the pipe pile connecting frame with cement concrete, and cast the bottom joint and the pipe pile into a whole.
  • the installation method includes:
  • Grouting concrete is to cast underground pipe piles, pipe piles to the ground frame, bottom joints and bottom beams into a whole.
  • the installation method includes:
  • the two oblique joints of the top beam are respectively fixedly fixed to one end of the top beam. After the beam on the beam-column joint is installed, the other ends of the two fixed top beams are inserted through the same top beam oblique plug joint. Directly supported on the corresponding top sloping upper support joint and fixed to the top slant upper support joint;
  • Fix the beam to the top beam connector Support the ends of the beam to the horizontal support joint and the horizontal support joint.
  • the installation method includes:
  • the two ends of the beam are respectively connected to the beam hanging piece, the beam is movably connected with the beam hanging piece, 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 installation method includes:
  • the connecting beam is fixedly connected to the connecting beam connector of the corresponding beam-column connector;
  • the installation method includes:
  • the connecting beam, the side beam and the truss connector are inserted and fixed, and the other end of the connecting beam is inserted and fixed with the connecting beam connector of the beam connecting member.
  • the beam-column connector can be directly supported on the column when the column-connecting member is inserted and placed under the column; when the column is inserted and placed When it is placed on the beam-column joint below it, the column can be directly supported on the beam-column joints.
  • the installation is simple and convenient, and there is no difficulty in installing the traditional steel frame.
  • the pillars and the beam-column joints are connected together. , with a support and a supported relationship, so that the force is good. When the beam is mounted with the support joint, the support joint supports the beam and is well stressed.
  • connection method of the technology can also transfer the weight of the building uniformly and reasonably between the beam and the column or the beam and the beam, and the load force is reasonably transmitted to the column, and finally the reasonable transmission is distributed to the foundation, so that the bolt is tight.
  • the firmware or the weld is no longer required to withstand the support of the column or beam, greatly reducing the stress concentration of the building frame structure, thus greatly Improve the installation efficiency and seismic function, service life and safety of the building frame structure.
  • the traditional building steel frame beam and the column or the beam and the beam in order to realize the connection method by bolt fastening or splicing, it is necessary to design and process the joint connection of the respective connection ends.
  • the joint ends When the beam or the column is to be used In the case of standard profiles, the joint ends must be additionally designed and machined. When the beams or columns are not used with standard profiles, special manufacturing is required. In both cases, large-scale standardized production cannot be achieved, and beam or column size machining errors are prone to occur. The connection error makes it difficult for the originally fragile connection position to withstand the weight load of the building and the transmission of the force of the load.
  • the beam-column joints of the present technology can be produced in advance by mass standardization, and can be converted into standard building materials. Market circulation, no need for ready-made processing, can reduce production costs.
  • the various beam-column connections of the top-to-side beam-column joints are connected to the columns and beams to form a multi-frame structure of the building.
  • the frame structure of the multi-storey building can be constructed by connecting the underlying beam-column joints and the intermediate-slab beam-column joints to the columns and beams. Since the underlying beam-column joints and the top-level beam-column joints also include a variety of beam-column joints, each layer can be constructed into a variety of frame structures.
  • the bottom beam-column joints, the intermediate-layer beam-column joints and the top-level beam-column joints By connecting the bottom beam-column joints, the intermediate-layer beam-column joints and the top-level beam-column joints to the columns and beams, not only can the multi-storey building be constructed, but also the bottom layer of the building also has the architectural frame structure, which is welded by the bottom joints.
  • the pipe pile is connected to the ground frame, and then fixed by cement concrete and underground pipe piles, which greatly improves the seismic function, service life and safety of the building, and then enters the underground pipe pile, the seismic function and service life of the building. , use security is better.
  • the inclined roof frame is formed by connecting the top beam to the top diagonal support joint and the top beam joint.
  • the horizontal distance from the outermost end of the top diagonal support joint to the center of the beam joint body is less than the minimum horizontal distance from the support beam horizontal plane of the support joint directly below the top diagonal upper support joint to the center of the beam and column joint body. When it does not interfere with the top diagonal support joint.
  • Through the top-level connectors and the cooperation of the top beam hangers it is convenient to add a top beam between the beam-column joints adjacent to the inclined roof to meet the installation requirements. Through the top hook and the top beam hitch, it is more convenient to add a top beam between the adjacent beam-column joints of the inclined roof.
  • Reinforced joints allow the beam and / column to be joined end to end, allowing the building frame structure to form a triangular support unit for optimum stability.
  • a sink is installed on the sink support, and when it rains, the water on the roof is collected into the sink and then flows from the set position to the ground or the water pipe communicating with the tank flows to the ground.
  • the retaining wall acts as a safety guard when the roof is a flat roof; when the roof is a beveled roof, the retaining wall serves as a decoration.
  • the connecting beam, the connecting piece or the connecting piece and the side beam are combined to form a frame such as an eaves and a balcony, and the structure is simple and firm, and the installation is convenient and labor-saving.
  • a connecting arm is arranged on the beam connecting rod body, and a side beam supporting joint is arranged on the end of the connecting arm, so that the frame structure such as the eaves and the balcony is simpler, more firm, and the installation is more convenient and labor-saving.
  • a side column plug connector is provided on the ⁇ connector or on the ⁇ connector or on the connecting arm, which can conveniently form a balcony with a guardrail.
  • the beam is a beam-column joint of the crown rail, which is used for the frame structure of the factory building.
  • the support joint is used to support the rail of the crane.
  • the on-site installation of the crown rail is simple, and the connection between the crown rail and the column is good.
  • More than two horizontal support joints and/or two or more column plug joints are provided on the same side of the beam-and-column joint body, which can greatly improve the bearing capacity of the frame structure.
  • the gap between the two limiting projections of the horizontal support joint forms the end of the beam into which the receiving end is processed into a T-shape
  • the accommodating groove of the vertical portion has a simple structure, and the mold for casting the beam-column joint is simple, and the production cost is reduced.
  • the limiting protrusion of the horizontal support joint that is, the side wall of the accommodating groove is formed by vertically extending upward from the top surface of the side convex portion and then bent horizontally outward, and the force is good, and the beam and the beam-column joint are tightly supported. Screw installation.
  • the two limiting protrusions of the horizontal support joint and the corresponding side protrusions form a receiving groove for receiving the end of the beam, and the beam does not need to be processed during installation, saving installation time, and can be suitable for square tubular steel pipes, H-shaped steel pipes, etc. .
  • the column is H-shaped steel or I-shaped steel
  • the vertical convex part of the column plug connector is inserted into the column
  • the connection part of the H-shaped steel or the I-shaped steel column is accommodated in the accommodating groove
  • the column passes through the first thread through the threaded fastener
  • the hole and the second threaded hole are abutted with the vertical column and are inserted into the two vertical convex portions, which is convenient and reliable to install, and is convenient for adjusting the position and the verticality of the column.
  • the plug connector adopts a tubular convex portion, and is convenient to be inserted into the end portion of the round steel pipe or the square steel pipe, and it is also convenient to fix the column and the beam and column connecting member which are plugged together.
  • Elastic tabs are provided on the tubular protrusions, and the plug joints are not swayed when inserted into the corresponding beams or columns, and the beams can be inserted into the beam without any other means such as welding or fasteners.
  • a threaded hole or a filler-welded groove is provided on the side wall of the tubular convex portion, and the fixing method is simple and the fixing is reliable.
  • the column is a circular steel pipe or a square steel pipe, and the inner side surface of the tubular convex portion is matched with the outer side surface of the circular steel pipe or the square steel pipe column, and the vertical column is inserted into the vertical convex portion of the vertical column plug joint, and is installed on the threaded hole by the locking screw to the opposite column and The tubular projection is locked.
  • the post connector is fixed to the post by soldering the solder into the through hole, and/or the post connector is fixed to the post, so that the connection between the beam and the post is firm and reliable, and the other is Since the welding is only a fixed function, the welding position does not need to bear the supporting force of the supporting column or the beam, and therefore does not cause stress concentration of the frame structure joint.
  • the ribs under the side joints of the support joints greatly increase the supporting force that the support joint can withstand, thereby further improving the seismic function, service life and safety of the frame structure.
  • the support joint is fixed to the beam by welding the solder into the filler through hole.
  • the connection between the beam and the connecting member and the beam is firm and reliable, and on the other hand, since the splicing is only for fixing, the welding position is not required. It bears the supporting force of the supporting column or the beam, and therefore does not cause the stress concentration of the frame structure joint.
  • a threaded hole or a through hole for fixing the wall plate is provided on the outer side of the beam-and-column joint without the support joint, which is convenient when installing the wall panel.
  • the outer circumference of the surface in which the column plug joint is in contact with the column is flush with the outer circumference of the column, and the side surface of the beam is flush with the side surface of the support joint, so that the frame structure has an attractive appearance and can directly serve as the facade of the building.
  • the beam hanging piece By using the beam hanging piece, the beam hanging piece can be hung on the corresponding beam, the connection between the beam and the beam can be completed conveniently and quickly, the inclined top beam is mounted on the beam of the inclined roof and the stair frame structure installation.
  • 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.
  • the beam connector, the suspension part and the connecting part of the piece integrally support the beam hanging piece to directly support the reinforcing beam, the beam directly supports the beam hanging piece, and the force is good, the stress is excessively concentrated on the connection node position between the beam and the beam , overcomes the weakness of the connection position, the weak connection, and greatly reduces the connection of the fastener connection or welding.
  • the connection weight of the building is used to transfer the weight of the building evenly and reasonably between the beam and the beam, so that the fastener or the welded part does not need to bear the gravity of the beam and the plate on the beam, thereby greatly improving the building.
  • the connection between the beam and the beam, the connection between the column and the column, the connection between the beam and the column, and the connection between the guardrail of the balcony, the stairs, the retaining wall, etc. can be completed conveniently and quickly.
  • the frame structure can be realized by the support of the column.
  • the indoor space is not separated by the column, and the indoor use space is large. The utilization rate and aesthetics are greatly improved.
  • the support template may further include an upper support template and a lower support template.
  • the lower support template is fixed on the upper support template by screws and nuts. After the poured cement concrete is solidified, the lower support template is removed, further reducing waste of raw materials and remaining in the floor.
  • the nut can also be used as a subsequent decoration such as a ceiling.
  • the metal beam-column joints are cast by casting, and the forming method of the cast beam-column joints is low in cost, and it is convenient to form beam-column joints of various structures.
  • the plastic beam-column joints are injection-molded, and the quality of the formed beam-column joints is good.
  • the installation method of the invention is labor-saving, quick and convenient.
  • 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 fourteenth embodiment of the present invention.
  • Figure 15 is a perspective view showing a fifteenth embodiment of the present invention.
  • Figure 16 is a perspective view showing a sixteenth embodiment of the present invention.
  • Figure 17 is a perspective view showing a seventeenth embodiment of the present invention.
  • Figure 18 is a perspective view showing an embodiment 18 of the present invention.
  • Figure 19 is a perspective view showing a nineteenth embodiment of the present invention.
  • Figure 20 is a perspective view showing a twenty-ninth embodiment of the present invention.
  • Figure 21 is a perspective view showing a twenty-first embodiment of the present invention.
  • Figure 22 is a perspective view of Embodiment 22 of the present invention.
  • Figure 23 is a perspective view showing a twenty-third embodiment of the present invention.
  • Figure 24 is a perspective view showing a twenty-fourth embodiment of the present invention.
  • Figure 25 is a perspective view showing a twenty-fifth embodiment of the present invention.
  • Figure 26 is a perspective view showing a twenty-sixth embodiment of the present invention.
  • Figure 27 is a perspective view showing a twenty-seventh embodiment of the present invention.
  • Figure 28 is a perspective view showing a twenty-eighth embodiment of the present invention.
  • Figure 29 is a perspective view of Embodiment 29 of the present invention.
  • Figure 30 is a perspective view of Embodiment 30 of the present invention.
  • Figure 31 is a perspective view showing a thirty-first embodiment of the present invention.
  • Figure 32 is a perspective view of Embodiment 32 of the present invention.
  • Figure 33 is a perspective view showing a thirty-third embodiment of the present invention.
  • Figure 34 is a perspective view of Embodiment 34 of the present invention.
  • Figure 35 is a perspective view showing a thirty-fifth embodiment of the present invention.
  • Figure 36 is a perspective view showing a thirty-sixth embodiment of the present invention.
  • Figure 37 is a perspective view showing a thirty-seventh embodiment of the present invention.
  • Figure 38 is a perspective view of Embodiment 38 of the present invention.
  • Figure 39 is a perspective view of Embodiment 39 of the present invention.
  • Figure 40 is a perspective view of Embodiment 40 of the present invention.
  • Figure 41 is a perspective view of Embodiment 41 of the present invention.
  • Figure 42 is a perspective view of Embodiment 42 of the present invention.
  • Figure 43 is a perspective view of Embodiment 43 of the present invention.
  • Figure 44 is a perspective view showing a 44th embodiment of the present invention.
  • Figure 45 is a perspective view showing a 45th embodiment of the present invention.
  • Figure 46 is a perspective view of Embodiment 46 of the present invention.
  • Figure 47 is a perspective view showing Embodiment 47 of the present invention.
  • Figure 48 is a perspective view showing a 48th embodiment of the present invention.
  • Figure 49 is a perspective view showing a 49th embodiment of the present invention.
  • Figure 50 is a perspective view of Embodiment 50 of the present invention.
  • Figure 51 is a perspective view of Embodiment 51 of the present invention.
  • Figure 52 is a perspective view of Embodiment 52 of the present invention.
  • Figure 53 is a perspective view of Embodiment 53 of the present invention.
  • Figure 54 is a schematic perspective view of Embodiment 54 of the present invention.
  • Figure 55 is a perspective view showing a 55th embodiment of the present invention.
  • Figure 56 is a perspective view of Embodiment 56 of the present invention.
  • Figure 57 is a perspective view showing the 57th embodiment of the present invention.
  • Figure 58 is a perspective view of Embodiment 58 of the present invention.
  • Figure 59 is a perspective view of Embodiment 59 of the present invention.
  • Figure 60 is a perspective view of Embodiment 60 of the present invention.
  • Figure 61 is a perspective view of Embodiment 61 of the present invention.
  • Figure 62 is a perspective view of Embodiment 62 of the present invention.
  • Figure 63 is a perspective view showing a sixth embodiment of the present invention.
  • Figure 64 is a perspective view of Embodiment 64 of the present invention.
  • Figure 65 is a perspective view showing a 65th embodiment of the present invention.
  • Figure 66 is a perspective view of Embodiment 66 of the present invention.
  • Figure 67 is a perspective view showing a 67th embodiment of the present invention.
  • Figure 68 is a perspective view of Embodiment 68 of the present invention.
  • Figure 69 is a perspective view of Embodiment 69 of the present invention.
  • Figure 70 is a perspective view of a 70th embodiment of the present invention.
  • Figure 71 is a perspective view of Embodiment 71 of the present invention.
  • Figure 72 is a perspective view showing a 72nd embodiment of the present invention.
  • Figure 73 is a perspective view of Embodiment 73 of the present invention.
  • Figure 74 is a perspective view of an embodiment 74 of the present invention.
  • Figure 75 is a perspective view showing an embodiment 75 of the present invention.
  • Figure 76 is a perspective view of an embodiment 76 of the present invention.
  • Figure 77 is a perspective view showing an embodiment 77 of the present invention.
  • Figure 78 is a perspective view of an embodiment 78 of the present invention.
  • Figure 79 is a perspective view showing an embodiment 79 of the present invention.
  • Figure 80 is a perspective view showing the top beam connecting member of Embodiment 79 of the present invention.
  • Figure 81 is a perspective view showing another top beam connecting member of Embodiment 79 of the present invention.
  • Figure 82 is a perspective view showing the top hook of the embodiment 79 of the present invention.
  • Figure 83 is a perspective view showing the top beam hanger of Embodiment 79 of the present invention.
  • Figure 84 is a perspective view of an embodiment 80 of the present invention.
  • Figure 85 is a perspective view showing the underlying connector of Embodiment 80 of the present invention.
  • Figure 86 is a perspective view showing the connector of the embodiment 80 of the present invention.
  • Figure 87 is a perspective view showing another connector of the embodiment 80 of the present invention.
  • Figure 88 is a perspective view of an embodiment 81 of the present invention.
  • Figure 89 is a perspective view showing the beam-column plane connector of Embodiment 81 of the present invention.
  • Figure 90 is a perspective view of the top connector of the embodiment 81 of the present invention.
  • Figure 91 is a perspective view showing the top beam hanger of the embodiment 81 of the present invention.
  • Figure 92 is a perspective view showing the top beam hanger of the embodiment 82 of the present invention.
  • Figure 93 is a perspective view showing the connector of the embodiment 83 of the present invention.
  • Figure 94 is a perspective view showing the connector of the embodiment 83 of the present invention.
  • Figure 95 is a perspective view showing another connector of the embodiment 83 of the present invention.
  • Figure 96 is a perspective view showing the top hook of the embodiment 83 of the present invention.
  • Figure 97 is a perspective view showing the top beam hanger of the embodiment 83 of the present invention.
  • Figure 98 is a perspective view of an embodiment 84 of the present invention.
  • Figure 99 is a perspective view of the first jaw connector of Embodiment 84 of the present invention.
  • Figure 100 is a perspective view of a third jaw connector of an embodiment 84 of the present invention.
  • Figure 101 is a perspective view showing the beam-column plane connector of Embodiment 84 of the present invention.
  • Figure 102 is a perspective view of an embodiment 85 of the present invention.
  • Figure 103 is a perspective view showing the fifth port connector of Embodiment 85 of the present invention.
  • Figure 104 is a perspective view showing the sixth cymbal connector of Embodiment 85 of the present invention.
  • Figure 105 is a perspective view of an embodiment 86 of the present invention.
  • Figure 106 is a perspective view showing an embodiment 87 of the present invention.
  • Figure 107 is a perspective view of an embodiment 88 of the present invention.
  • Figure 108 is a perspective view of an embodiment 88 of the present invention.
  • Figure 109 is a perspective view showing a plane beam connector of Embodiment 88 of the present invention.
  • Figure 110 is a perspective view of the first beam attachment member of Embodiment 88 of the present invention.
  • Figure 111 is a perspective view showing the second beam attachment member of Embodiment 88 of the present invention.
  • Figure 112 is a perspective view of a fifth beam attachment member in accordance with an embodiment 88 of the present invention.
  • Figure 113 is a perspective view showing the fourth beam attachment member of Embodiment 88 of the present invention.
  • Figure 114 is a perspective view showing the first jaw connector of Embodiment 88 of the present invention.
  • Figure 115 is a perspective view of a third jaw connector of Embodiment 88 of the present invention.
  • Figure 116 is a perspective view of the first side beam-column joint of Embodiment 88 of the present invention.
  • Figure 117 is a perspective view showing a seventh turn connector of Embodiment 88 of the present invention.
  • Figure 118 is a perspective view showing the third side beam-column joint of Embodiment 88 of the present invention.
  • Figure 119 is a perspective view showing the eleventh joint of the embodiment 88 of the present invention.
  • Figure 120 is a perspective view of an embodiment 89 of the present invention.
  • Figure 121 is a perspective view showing the mortise insert of the embodiment 89 of the present invention.
  • Figure 122 is a perspective view showing the mortise insert of the embodiment 89 of the present invention.
  • Figure 123 is a perspective view showing the mortise insert of the embodiment 89 of the present invention.
  • Figure 124 is a perspective view showing the mortise insert of the embodiment 89 of the present invention.
  • Figure 125 is a perspective view showing the mortise insert of the embodiment 89 of the present invention.
  • Figure 126 is a perspective view of the mortise insert of the embodiment 89 of the present invention.
  • Figure 127 is a perspective view of an embodiment 90 of the present invention.
  • Figure 128 is a perspective view of Embodiment 91 of the present invention.
  • Figure 129 is a perspective view of an embodiment 92 of the present invention.
  • Figure 130 is a perspective view showing the top hook of the embodiment 92 of the present invention.
  • Figure 131 is a perspective view of Embodiment 93 of the present invention.
  • Figure 132 is a perspective view showing the connector of the embodiment 93 of the present invention.
  • Figure 133 is a perspective view showing another connector of the embodiment 93 of the present invention.
  • Figure 134 is a perspective exploded view of Embodiment 94 of the present invention.
  • Figure 135 is a schematic illustration of an underlying connector of an embodiment 94 of the present invention.
  • Figure 136 is a schematic illustration of a planar connector of an embodiment 94 of the present invention.
  • Figure 137 is a perspective exploded view of Embodiment 95 of the present invention.
  • Figure 138 is a cross-sectional view taken along line A-A of Figure 137.
  • Figure 139 is an enlarged schematic view of a portion I of Figure 138.
  • Figure 140 is a perspective exploded view of an embodiment 96 of the present invention.
  • Figure 141 is a perspective exploded view of Embodiment 97 of the present invention.
  • Figure 142 is a perspective view of the connector of the embodiment 97 of the present invention.
  • Figure 143 is a perspective view showing another connector of the embodiment 97 of the present invention.
  • Figure 144 is a cross-sectional view of the embodiment 97 of the present invention taken along the axis of the fixed glass plate screw.
  • Figure 145 is a perspective exploded view of Embodiment 98 of the present invention.
  • Figure 146 is a perspective exploded view of Embodiment 99 of the present invention.
  • Figure 147 is a perspective exploded view of an embodiment 100 of the present invention.
  • the beam-column connection member is a bottom beam-column joint member, and comprises an integrally formed beam-column joint body 1, a top pillar plug joint 2 to be inserted and fixed with a vertical horizontal end of the column, and two A horizontal support parallel to the horizontal plane, a horizontal support joint 3 fixed to the end of the beam, and a horizontal support joint 4.
  • a support column horizontal surface 5 directly supporting the column is provided above the beam and column connector body 1.
  • the upper column plug joint includes a symmetrical, open-faced, horizontally side-by-side U-shaped block 6, U-shaped block 7 extending vertically upward from the horizontal surface of the support column.
  • the gap between the U-shaped block 6 and the U-shaped block 7 forms a receiving groove that engages with the connecting portion of the I-shaped steel.
  • U-shaped block, The opposite faces of the U-shaped block are the front abutting surface of the column and the rear abutting surface of the column, and the two outer sides of the U-shaped block and the U-shaped block are the left abutting surface of the column and the right abutment of the column. surface.
  • a lower convex portion 14 is provided at the bottom of the beam and column connector body 1.
  • Supported portions 15 are provided on both sides of the beam and column connector body.
  • the horizontal support joint 4 includes a side convex portion 8 which is protruded from the end surface of the support portion 15 in the horizontal direction, and extends vertically upward from the top surface of the side convex portion 8 and is outwardly bent to have two symmetrical, horizontal juxtaposed limits.
  • the position convex portion 9 and the limiting convex portion 10 are provided with a circular table 11 on the bottom plane of the groove formed by the limiting convex portion 9, the limiting convex portion 10 and the side convex portion 8, and a reinforcing rib is connected between the circular table 11 12.
  • a threaded through hole 13 is provided in each of the circular tables 11.
  • the gap between the limiting projections 9 and the limiting projections 10 forms a receiving groove for the vertical portion of the end portion of the side beam in which the receiving end portion is processed into a shape
  • the horizontal support joint 3 is vertically protruded from the end surface of the supported portion.
  • the structure of the horizontal support joint 3 is the same as that of the horizontal support joint 4.
  • the beam-column joints are cast from a sand mold.
  • the horizontal support joints are three, that is, the horizontal support joint 16, the horizontal support joint 17, the horizontal support joint 18, the horizontal support joint 16, the horizontal support joint 17, and the horizontal support joint. 18 are perpendicular to each other and form a T-shape.
  • the beam-column connection member is a bottom beam-column joint member, and includes an integrally formed beam-column joint body 20, and an upper column plug joint 21 to be fixedly connected to the end of the column in the vertical horizontal direction.
  • the crosses directly support the cross member parallel to the horizontal plane, the horizontal support joint 22 fixed to the end of the cross member, the horizontal support joint 23, the horizontal support joint 24, and the horizontal support joint 19.
  • the bottom surface of the beam and column connector body 20 is a flat surface.
  • the structure of the upper column insertion head 21 and the four horizontal support joints is the same as that of the first embodiment.
  • the beam-column joint is a top-level beam-column joint, comprising an integrally formed beam-and-column joint body 25, a lower column insert that needs to be inserted and fixed at the end of the vertical horizontal direction column.
  • the joint 26 is two horizontally and directly supporting a horizontal beam parallel to the horizontal plane, a horizontal support joint 27 fixed to the end of the beam, and a horizontal support joint 28.
  • the lower column plug joint 26 includes two symmetrical, open-faced, horizontally side-by-side U-shaped blocks 30 and U-shaped blocks 31 extending vertically downward from the column supporting horizontal surface 29, in the U-shaped block 30,
  • the bottom plane of the U-shaped groove of the U-shaped block 31 is provided with a round table 32, between which the reinforcing ribs 33 are connected, a threaded through hole 34 is provided in each of the circular tables 32, and an adjustment column is provided with respect to the beam.
  • An adjustment hole (not shown) at a position of the column connector, the adjustment hole is in communication with the column support horizontal surface 29 and passes through the column support horizontal surface 29.
  • one side of the U-shaped block 31 is provided with an adjustment column vertical
  • the threaded through hole 35 The gap between the U-shaped block 30 and the U-shaped block 31 forms a receiving groove that cooperates with the connecting portion of the H-shaped steel.
  • the opposite faces of the U-shaped block 30 and the U-shaped block 31 are opposite columns.
  • the front abutting surface of the column and the rear abutting surface of the column, the two outer sides of the U-shaped block 30 and the U-shaped block 31 are the left abutting surface of the column and the right abutting surface of the column which are opposite to the vertical column.
  • the horizontal support joint 27 and the horizontal support joint 28 each include a side convex portion 36 which is protruded from the side surface of the beam-and-colum joint body 25 in the horizontal direction, and extends from the top surface of the side convex portion 36 vertically upward and then outwardly bent.
  • a symmetrical, horizontally juxtaposed limiting protrusion 37 and a limiting protrusion 38 are provided on the bottom surface of the side convex portion 36 with a reinforcing rib 39 connected to the beam-and-column connecting body 25, at the limiting convex portion 37, the limit position
  • a circular table 40 is disposed on a bottom plane of the groove formed by the convex portion 38 and the side convex portion 36, and a reinforcing rib 41 is connected between the circular table 40, and a threaded through hole 42 is provided in each of the circular table 40, and is provided with each
  • the horizontal support joint beam ends are connected to each other, and the adjustment holes of the beam relative to the beam-column joints are adjusted.
  • the adjustment hole 43 of the horizontal support joint 27 communicates with the beam end face abutment surface 44 of the horizontal support joint 27 and passes through the beam end face abutment surface 44.
  • the top surface of the side projection 36 is the supporting side beam level 45 that directly supports the side rail.
  • the gap forming receiving end portion is processed into a receiving groove of a vertical portion of the end portion of the side beam of the zigzag shape.
  • a fill-through via 46 is provided in the bottom plane of the recess.
  • the beam-column connection member includes an outer side surface 47, an outer side surface 48 not provided with a support joint, a horizontal side fence positioning groove 49 communicating with the outer side surface 47 and the beam end surface abutment surface 44 of the horizontal support joint 27, and the outer side surface 48
  • a horizontal side fence positioning groove 51 that communicates with the beam end surface abutting surface 50 of the horizontal support joint 28.
  • a threaded through hole 52 is provided in the side wall of the side plate positioning groove 48 and the side plate positioning groove 49.
  • the beam-column joints are formed by lost foam casting.
  • the horizontal support joints are three, that is, the horizontal support joint 53, the horizontal support joint 54, the horizontal support joint 55, the horizontal support joint 53, the horizontal support joint 54, and the horizontal support joint.
  • 55 is perpendicular to each other and is T-shaped.
  • the beam-column connector includes an outer side surface 56 not provided with a support joint, a horizontal side fence positioning groove 58 communicating with the outer side surface 56 and the beam end surface abutment surface 57 of the horizontal support joint 53, and the outer side surface 56 and the horizontal support joint A horizontal end face retaining groove (not shown) that communicates with the beam end face abutting surface 59 of 55.
  • the horizontal support joints are four, that is, the horizontal support joint 60, the horizontal support joint 61, the horizontal support joint 62, the horizontal support joint 63, the horizontal support joint 60, and the horizontal support joint. 61.
  • the horizontal support joint 62 and the horizontal support joint 63 are perpendicular to each other and formed into a cross shape. There is no side baffle positioning groove on the beam and column connection.
  • the beam-column connector includes an integrally formed beam-and-column connector body 64, which is vertically protruded downward from the bottom of the beam-and-column connector body 64 and is to be inserted and fixed at the end of the column in the vertical horizontal direction.
  • a lower post connector 65 and a vertical post connector 66 projecting vertically from the top of the beam connector body 64.
  • Two horizontal beams that are perpendicular to each other and directly support the horizontal plane are connected to the ends of the beam.
  • the structure of the lower column plug connector 65, the horizontal support joint 67, and the horizontal support joint 68 is the same as that of the fourth embodiment.
  • the upper column plug connector 66 and the lower column plug connector 65 are symmetric about the horizontal plane of their center position.
  • the horizontal support joints are three, that is, the horizontal support joint 70, the water flat support joint 71, the horizontal support joint 72, the horizontal support joint 70, the horizontal support joint 71, and the horizontal
  • the support joints 72 are perpendicular to each other and have a T-shape.
  • the horizontal support joints are four, that is, the horizontal support joints 75, the horizontal support joints 76, the horizontal support joints 77, the horizontal support joints 78, the horizontal support joints 75, and the horizontal support joints. 76.
  • the horizontal support joint 77 and the horizontal support joint 78 are perpendicular to each other and formed into a cross shape.
  • the beam-and-column connector further includes a reinforcing joint 80 disposed between the adjacent horizontal support joint and the column plug joint for connecting the beam-column joints in the diagonal position, and strengthening.
  • the reinforcing joint 80, the reinforcing joint 81, and the reinforcing joint 82 each include two parallel convex portions 83 and convex portions 84 which are obliquely protruded from the connecting body, and the convex portions 83 and the convex portions 84 are formed into end portions which are processed into a T shape.
  • the accommodating groove into which the vertical portion of the beam is inserted laterally.
  • the beam-column joint is a top-level beam-and-column joint, comprising an integrally formed beam-and-column joint body 90, a lower pillar plug joint 91, a horizontal support joint 92, and a top diagonal support joint 93.
  • the structure of the lower pillar insertion joint 91 and the horizontal support joint 92 is the same as that of the fourth embodiment.
  • a beam-shaped bent portion 94 is provided in the beam-and-column connector body 90.
  • the top slant upper support joint 93 includes side convex portions 95 extending in an obliquely upward direction from the end surface of the vertical bent portion 94.
  • the top surface of the vertical side protrusion 95 extends obliquely upward and is outwardly bent to provide two symmetrical, juxtaposed limiting protrusions 96 and limiting protrusions 97.
  • the limiting protrusions 96 and the limiting protrusions 97 are defined.
  • a circular table 98 is disposed on the bottom plane of the groove formed by the side convex portion, and a reinforcing rib 99 is connected between the circular table 98, and a threaded through hole 100 is provided in the circular table 98.
  • a reinforcing rib 101 connected to the beam-and-column joint body 90 is provided below the side convex portion 95.
  • the horizontal support joints are two, that is, the horizontal support joint 105, the horizontal support joint 106, the horizontal support joint 105, and the horizontal support joint 106 are in a straight shape.
  • a horizontal support joint 111 is further disposed directly below the top diagonal support joint 110; the outermost end 112 of the top oblique support joint 110 is connected to the beam joint body 113.
  • the horizontal distance of the center is less than the minimum horizontal distance from the support beam level 114 of the horizontal support joint 111 directly below the top diagonal support joint 110 to the center of the beam link body 113.
  • the horizontal support joints are two, that is, the horizontal support joint 115, the horizontal support joint 116, the horizontal support joint 115, and the horizontal support joint 116 are in a shape, symmetrically distributed on the top slope. Support both sides of the joint 117.
  • the beam-column joint is a top-beam joint connector, including an integrally formed beam-and-colum joint body 120, a lower pillar plug joint 121, a horizontal support joint 122, and two top-side beam-column joints.
  • the structure of the lower column insertion joint 121 and the horizontal support joint 122 is the same as that of the fourth embodiment.
  • Two beam end face abutting faces 125 are provided on the beam-and-column connector body for the center-symmetric, downward-facing end face of the top beam-to-column connector.
  • Each of the top slanted lower plug joints has a vertical top end face abutting surface 125 projecting downwardly and having the same structure as the lower post connector.
  • the horizontal support joints are two, that is, the horizontal support joint 126, the horizontal support joint 127, the horizontal support joint 126, and the horizontal support joint 127 are in a straight shape, symmetrically distributed under the top layer. Plug the sides of the connector.
  • the beam-column joint is a top-level beam-column joint, including an integrally formed beam-and-column joint body 130, a lower pillar plug joint 131, a horizontal support joint 132, and a top-bottom oblique lower support joint 133.
  • a slanted downward projection 134 is provided on one side of the beam and column connector body 130.
  • Top end oblique lower support joint 133 The end surface of the vertical projection 134 is convex downward.
  • the lower post connector 131 and the horizontal support tab 132 are the same as in the seventh embodiment.
  • the structure of the top diagonal lower support joint 133 is the same as that of the horizontal support joint 132.
  • the horizontal support joints are two, that is, the horizontal support joint 135, the horizontal support joint 136, the horizontal support joint 135, and the horizontal support joint 136 are in a straight shape, and are symmetrically distributed under the top layer. Support both sides of the joint 137.
  • Example 19 As shown in FIG. 19, unlike the embodiment 5, a water tank support portion 143 is protruded from an outer side surface 142 of the beam-and-column joint body 140 facing away from the horizontal support joint 141, and the water tank support portion 143 is away from the beam-column joint member.
  • One side of the body 140 extends upwardly to provide a resisting portion 144.
  • the side fence positioning groove 145 is a through groove that communicates with the inner side surface and the outer side surface of the beam and column connector body.
  • a separate water tank support portion 150 is protruded from the two adjacent outer side surfaces 148 of the beam-and-column joint body 145 facing away from the horizontal support joint 146, and is connected to the beam and column.
  • a separate water tank support portion 151 is protruded from the two adjacent outer side surfaces 149 of the body support 145 away from the horizontal support joint 147, and a resisting portion 152 is defined upwardly on a side of the water tank support portion 150 away from the beam and column connector body 145.
  • a resisting portion 153 is defined on a side of the water tank supporting portion 151 away from the beam connecting body 145.
  • the side fence positioning groove 154 is a through groove for connecting the inner side surface and the outer side surface of the beam connecting rod body.
  • the two-column outer side surfaces 158, 159 of the beam-and-column joint body 155 facing away from the horizontal support joint 156 and the horizontal support joint 157 are integrally formed.
  • the water tank support portion 160 has a resisting portion 161 and a resisting portion 162 extending upward from the two sides of the water tank supporting portion 160 away from the beam connecting rod body 155.
  • the water tank supporting portion 160 is provided with a water passing through hole 163, and the side wall positioning groove 164 is a through groove that connects the inner side surface and the outer side surface of the beam and column connector body.
  • the beam-column connector is a top-beam link connector, and a water tank support portion 167 is protruded from an outer side surface of the beam-connector body 165 facing away from the horizontal support joint 166.
  • a resisting portion 168 extends upward from a side of the sink support portion 167 away from the beam connector body 165.
  • the beam-column joint is a top-level beam-column joint
  • the pillar-and-column joint body 170 faces away from the horizontal support joint 171 and the two adjacent outer sides of the horizontal support joint 172.
  • a separate water tank support portion 173 and a water tank support portion 174 are respectively protruded from the upper side, and a resisting portion 175 is extended upward from a side of the water tank support portion 173 away from the beam and column connector body 170, and the water tank support portion 174 is away from the beam and column connecting member.
  • One side of the body 170 extends upwardly to provide a resisting portion 76.
  • the beam-column connector is a top-level beam-column connector, and the beam-column connector body 180 faces away from the horizontal support joint 181 and the two adjacent outer sides of the horizontal support joint 182.
  • An integrated water tank support portion 183 is disposed on the upper side, and a resisting portion 184 and a resisting portion 185 are disposed on the two sides of the water tank supporting portion 183 away from the beam connecting rod body 180.
  • the water tank supporting portion 183 is provided with a water draining passage. Hole 186.
  • a water tank support portion 192 is protruded from an outer side surface of the beam-and-column joint body 190 facing away from the horizontal support joint 191, and the water tank support portion 192 is away from the beam-column joint body.
  • a side of the 140 extends upwardly with a resisting portion 193.
  • a retaining wall post connector 194 is vertically protruded upwardly from the resisting portion 193. Retaining Wall The structure of the post connector 194 is the same as that of the upper post connector of the seventh embodiment.
  • a water tank support portion 197 is protruded from an outer side surface of the beam-and-column joint body 195 facing away from the horizontal support joint 196, and the water tank support portion 197 is away from the beam-column joint body.
  • a resisting portion 198 extends upwardly from one side of the 195, and a retaining wall post connector 199 is vertically protruded upwardly from the resisting portion 198.
  • a water tank support portion 201 is protruded on an outer side surface of the beam and column connector body 195 facing away from the horizontal support joint 200, at the sink
  • a resisting portion 202 is disposed upwardly from a side of the supporting portion 201 away from the beam connecting body 195.
  • a retaining wall post connector 203 is vertically protruded upwardly from the resisting portion 202.
  • the structure of the retaining wall post connector 199 and the retaining wall post connector 203 is the same as that of the upper post connector of the seventh embodiment.
  • a water tank support portion 208 is protruded from an outer side surface 207 of the beam-and-column joint body 205 facing away from the top oblique support flange 206, and the water tank support portion 208 is away from the beam column.
  • One side of the connector body 205 extends upwardly to provide a resisting portion 209, and a retaining wall post connector 210 is vertically protruded upwardly from the resisting portion 209.
  • the structure of the retaining wall post connector 210 is the same as that of the upper post connector of the seventh embodiment.
  • the water tank support portion 213 is protruded from an outer side surface of the beam-and-column joint body 211 facing away from the top oblique support flange 212, and the water tank support portion 213 is connected away from the beam and column.
  • One side of the body 211 extends upwardly to provide a resisting portion 214, and a retaining wall post connector 215 is vertically protruded upwardly from the resisting portion 214.
  • the structure of the retaining wall post connector 215 is the same as that of the upper post connector of the seventh embodiment.
  • the water tank support portion 222 is protruded from an outer side surface of the beam-and-column joint member 220 away from the horizontal support joint 221, and the water tank support portion 222 is away from the beam-column joint member.
  • a retaining portion 223 is disposed on a side of the body 220, and a retaining wall post connector 224 is vertically protruded from the resisting portion 223.
  • a retaining wall horizontal support joint 225 is protruded from a side of the resisting portion 223.
  • the horizontal support joint 225 has the same structure and orientation as the horizontal support joint 226.
  • the structure of the retaining wall post connector 224 is the same as that of the upper post plug connector of the seventh embodiment.
  • the water tank support portion 229 is protruded from an outer side surface of the beam-and-column joint body 227 facing away from the horizontal support joint 228, and the water tank support portion 229 is away from the beam-column joint body.
  • a resisting portion 230 is disposed on a side of the 227, and a retaining wall post connector 231 is vertically protruded upwardly from the resisting portion 230.
  • a symmetric retaining wall horizontal support joint 232 is protruded on opposite sides of the resisting portion 231.
  • the retaining wall horizontal support joint 233, the retaining wall horizontal support joint 232 and the horizontal support joint 234 are parallel and oriented, and the retaining wall horizontal support joint 233 is parallel and oriented in the same direction as the support joint 235.
  • the retaining wall horizontal support joint 232 is identical in construction to the horizontal support joint of the first embodiment.
  • a through hole 217 for fixing the retaining wall to the beam connecting member is provided on the reinforcing rib 216 on the outer side of the lower horizontal side of the horizontal supporting joint 234.
  • the reinforcing rib 218 on the outer side of the lower side of the horizontal supporting joint 235 is provided with a retaining wall for fixing the retaining wall.
  • a through hole 219 in the beam and column connector is provided.
  • the integrated water tank support portion is protruded from the adjacent two outer side surfaces of the beam-and-column joint body 245 facing away from the horizontal support joint 236 and the horizontal support joint 237.
  • a resisting portion 239 and a resisting portion 240 are disposed upwardly on two sides of the water tank supporting portion 238 away from the beam connecting rod body 245.
  • the water tank supporting portion 238 is provided with a lower water through hole 241, and the water tank supporting portion 238 is away from the beam column.
  • a protruding portion 242 is vertically protruded from a corner position of the connecting body 245, and a retaining wall horizontal supporting joint 243 and a retaining wall horizontal supporting joint 244 are protruded from adjacent sides of the protruding portion 242 at the protruding portion 242.
  • the top of the top is provided with a retaining wall post connector 245.
  • the retaining wall horizontal support joint 243 is parallel and oriented in the same direction as the horizontal support joint 236, and the retaining wall horizontal support joint 244 is parallel and oriented in the same direction as the horizontal support joint 237.
  • a through hole 221 for fixing the retaining wall to the beam-and-column joint is provided on the rib 220 on the lower outer side of the horizontal support joint 236.
  • the beam and column connector further includes an outer side from which no support joint is provided. a horizontally protruding one of the connecting beam plug joints; the connecting beam plug joint includes a square tubular convex portion 247 extending in a horizontal direction from an outer side surface not provided with the support joint, on the four outer side faces of the square tubular convex portion 247 A resilient tab 248 is provided. One end of the resilient tab 248 away from the beam connector body 249 is attached to the square tubular projection 247, and one end of the resilient tab 248 toward the beam connector body 249 is a free end.
  • the beam-and-column connector further includes a connecting beam connector 250 protruding from the outer side of the support joint in a horizontal direction; the connecting beam connector 250 is configured and
  • the structure of Example 32 was the same.
  • the beam-and-column joint member further includes a connecting beam plug joint 255 which is horizontally arranged from an outer side surface of the support joint; the joint beam plug joint structure and the embodiment 32 The structure is the same.
  • Example 35
  • the beam-and-column joint further includes a connecting beam plug joint 260 which is horizontally disposed from the outer side surface of the support joint; the structure and embodiment of the joint beam plug joint 260 The structure of 32 is the same.
  • Example 36
  • the beam-and-column joint further includes a connecting beam plug joint 263; obliquely downwardly disposed on the outer side of the beam-and-column joint body 264 facing away from the top diagonally-supporting joint 265 Projection 266. Connecting the beam plug connector 263 The bottom surface 267 of the vertical projection 266 protrudes obliquely downward.
  • the connecting beam plug connector 263 has the same structure as the lower post connector 268.
  • the beam-and-column connector further includes a connecting beam plug joint 272; obliquely downwardly disposed on the outer side of the beam-and-column joint body 273 facing away from the top oblique support flange 274
  • the projection 275, the bottom surface 276 of the vertical projection 275 of the connecting beam insertion joint 272 protrudes obliquely downward.
  • the structure of the connecting beam plug joint is the same as that of the embodiment 36.
  • the beam-and-column connector further includes a connecting beam plug joint 277; on the outer side of the beam-and-column joint body 282 facing away from the horizontal support joint 278 and the horizontal support joint 279
  • the corner position is obliquely downwardly provided with a projection 280, and the bottom surface 281 of the vertical projection 280 of the connecting beam insertion joint 277 is obliquely protruded downward.
  • the structure of the connecting beam connector 277 is the same as that of the embodiment 36.
  • the beam-and-column joint further includes a connecting beam plug joint 285; and a convex portion is provided obliquely downward on an outer side surface of the beam-and-column joint body 286 facing away from the horizontal support joint 287.
  • the bottom surface of the vertical projection of the connecting beam connector 285 is obliquely downwardly convex.
  • the structure of the connecting beam plug connector 285 is the same as that of the embodiment 36.
  • the beam-and-column joint further includes a connecting beam plug joint 290; and the rail-and-column joint body 291 is convexly inclined downward from the outer side of the horizontal support joint 292.
  • the bottom surface of the vertical projection of the connecting beam connector 290 is obliquely downwardly convex.
  • the structure of the connecting beam plug joint 290 is the same as that of the embodiment 36.
  • the beam-and-column joint further includes a connecting beam plug joint 295; and a convex portion is provided obliquely downward on an outer side surface of the beam-and-column joint body 296 facing away from the horizontal support joint 297.
  • the output portion 298, the bottom surface of the vertical beam projection 295 of the connecting beam connector 295 is obliquely downwardly convex.
  • the structure of the connecting beam plug joint 295 is the same as that of the embodiment 36.
  • the beam and column connector further includes a connecting beam plug connector 300;
  • the outer side of the beam-and-column connector body 301 facing away from the horizontal support joint 302 is provided with a protruding portion 303 obliquely downward, and the bottom surface of the vertical protruding portion 303 of the connecting beam plug joint 300 is obliquely protruded downward.
  • the structure of the connecting beam plug joint 300 is the same as that of the embodiment 36.
  • the beam-and-column connector further includes a connecting beam plug joint 305; on the outer side of the beam-and-column joint body 306 facing away from the horizontal support joint 307 and the horizontal support joint 308
  • the corner position is obliquely downwardly provided with a projection 309, and the bottom surface of the vertical projection 309 of the connecting beam insertion joint 305 is obliquely downward.
  • the structure of the connecting beam plug connector 305 is the same as that of the embodiment 36.
  • the horizontal support joint 401 and the horizontal support joint 401 form an angle of 135°.
  • the beam-and-column connector further includes a body-molded member 405 that is formed integrally with the beam-and-column connector body 405 away from the horizontal support joint 406 and the horizontal support joint 407.
  • the corner positions of the two adjacent outer sides are provided with connecting arms 408 which extend obliquely downward and then vertically downwardly projecting the beam connecting body 405, and side beams are provided on both sides of the vertical end 409 of the connecting arms 408.
  • the support joint 410, the side sill support joint 411, the side sill support joint 410 are co-directional and parallel with the horizontal support joint 406, and the side sill support joint 411 is co-directional and parallel with the horizontal support joint 407.
  • the structure of the side rail support joint 410 and the side rail support joint 411 is the same as that of the horizontal support joint of the first embodiment.
  • the beam-and-column joint further includes an outer side surface integrally formed with the beam-and-column joint body 415, and the beam-and-column joint body 415 faces away from the horizontal support joint 416.
  • the side beam supports the joint 419 and the horizontal
  • the support joints 420 are co-directional and parallel.
  • the structure of the side rail support joint 420 is the same as that of the horizontal support joint of the first embodiment.
  • the beam-and-column joint further includes a body formed integrally with the beam-and-column joint body 425, and disposed on an outer side of the beam-and-column joint body 425 facing away from the horizontal support joint 426.
  • the connecting arm 427 of the beam connecting body 425 is protruded downward and then vertically, and the side beam supporting joint 429 and the side beam supporting joint 430 are respectively disposed on two sides of the vertical end portion 428 of the connecting arm 427.
  • the side rail support joint 429 is co-directional and parallel with the horizontal support joint 431, and the side rail support joint 430 is in the same direction and parallel to the horizontal support joint 432.
  • the structure of the side beam support joint 429 and the side beam support joint 430 is the same as that of the horizontal support joint of the first embodiment.
  • the beam-and-column joint further includes an outer side surface integrally formed with the beam-and-column joint body 435, and the beam-and-column joint body 435 faces away from the horizontal support joint 436.
  • the side beam supports the joint 439 and the horizontal support Joints 440 are co-directional and parallel.
  • the structure of the side rail support joint 439 is the same as that of the horizontal support joint of the first embodiment.
  • the beam-and-column joint further includes an outer side of the beam-and-column joint body 441 which is integrally formed with the beam-and-colum joint body 441, and is provided on the outer side of the beam-and-column joint body 441 facing away from the horizontal support joint 442.
  • the connecting arm 443 of the beam connecting body is protruded downward and vertically downward, and the side beam supporting joint 445 and the side beam supporting joint 446 are respectively provided on both sides of the vertical end portion 444 of the connecting arm 443, and the side beam support
  • the joint 445 is co-directional and parallel with the horizontal support joint 447, and the side rail support joint 446 is co-directional and parallel with the horizontal support joint 448.
  • the structure of 446 is the same as that of the horizontal support joint of Embodiment 1.
  • the beam-and-column joint further includes a body-formed body 450 that is formed integrally with the beam-and-column joint body 450 away from the horizontal support joint 451 and the horizontal support joint 452.
  • the corner positions of the two adjacent outer sides are provided with connecting arms 453 which are obliquely downward and then vertically protrude downwardly from the beam connecting body 450, and side beams are provided on both sides of the vertical end 454 of the connecting arms 453.
  • the support joint 455, the side rail support joint 456, the side rail support joint 455 are co-directional and parallel with the horizontal support joint 451, and the side beam support joint 456 is co-directional and parallel with the horizontal support joint 452.
  • the structure of the side beam support joint 455 and the side beam support joint 456 is the same as that of the horizontal support joint of the first embodiment.
  • the beam-and-column connector further includes an outer side surface integrally formed with the beam-and-column joint body 458 on the outer side of the beam-and-column joint body 458 facing away from the horizontal support joint 459.
  • a connecting arm 460 having a horizontally projecting beam connecting body 458 is provided with a side beam supporting joint 461 on the side close to the end of the connecting arm 460, and the side beam supporting joint 461 is in the same direction and parallel to the horizontal supporting joint 462.
  • the side rail support joint 461 includes a U-shaped block that faces upward from the side that is horizontally adjacent to the side of the connecting arm 460.
  • the beam-and-column joint further includes a body-formed body 463 that is horizontally convex on the outer side of the beam-and-column joint body 463 facing away from the horizontal support joint 464.
  • the connecting arm 465 of the beam connecting rod body 463 is respectively provided with a side beam supporting joint 466 and a side beam supporting joint 467 on both sides of the end of the connecting arm 465, and the side beam supporting joint 466 is in the same direction as the horizontal supporting joint 468.
  • Parallel, the side rail support joints 467 are co-directional and parallel with the horizontal support joints 469.
  • the side rail support joints 466 and the side rail support joints 467 each include a U-shaped block with an opening extending horizontally from a side close to the connecting arm.
  • a side post connector 471 is further provided.
  • the side post connector 471 includes a tubular protrusion extending vertically upward from the end of the connecting portion, and a resilient tab 472 is provided on the four outer sides of the tubular protrusion, and the elastic tab 472 is provided.
  • One end away from the connecting arm 473 is attached to the square tubular convex portion, and one end of the elastic tongue 472 toward the connecting arm 473 is a free end.
  • a side post connector 475 is further provided.
  • the side column plug connector 475 has the same structure as in the embodiment 53.
  • the beam and column connector includes an integrally formed beam and column connector body 478, an upper column connector 479, a lower column connector 480, and a horizontal support connector 481.
  • the upper column plug connector 479 and the lower column plug connector 480 have the same structure as in the seventh embodiment.
  • the horizontal support joint 481 includes a convex portion horizontally protruding from a side of the beam-and-colum joint body, and a sloped surface 482 is disposed below the convex portion.
  • the top surface 483 of the convex portion is a horizontal surface of the support beam, and the top surface 483 of the convex portion is away from the beam.
  • One side of the column connector body 478 is provided with a limiting protrusion 484.
  • the convex portion of the beam-and-column joint body 478 is oriented perpendicular to the beam of the crown rail.
  • the limit projection 484 is parallel to the beam.
  • the beam-and-column connector includes two horizontal support joints 487 and horizontal support joints 488 that are symmetrically protruded from opposite sides of the beam-and-column joint body 486.
  • the beam-column connector includes an integrally formed beam-and-column connector body 490, an upper column plug connector 491, an upper column plug connector 492, a lower column plug connector 493, a lower column plug connector 494, a horizontal support connector 495, Horizontal branch Bracket 496, horizontal support joint 497, horizontal support joint 498.
  • the horizontal support joint 495, the horizontal support joint 496, the horizontal support joint 497, and the horizontal support joint 498 form a cross shape.
  • the structure of the upper column plug connector, the lower column plug connector, and the horizontal support connector is the same as that of the seventh embodiment.
  • the upper column plug connector 491 and the upper column plug connector 492 are horizontally arrayed, and the U-shaped block has openings facing downward.
  • the lower post connector 493 and the lower post connector 494 are respectively symmetrical with respect to the horizontal plane of the center position of the upper post connector 491 and the upper post connector 492.
  • the beam-column connector includes an integrally formed beam-and-column connector body 501, an upper column plug connector, a lower column plug connector, and a horizontal support connector.
  • the upper column plug joint includes two symmetrical, horizontal side-by-side square tubular protrusions 503 and square tube-shaped protrusions 504 extending vertically upward from the support column level 502. The two extend vertically upward from the support column level 502.
  • Symmetrically distributed U-shaped blocks 505 and U-shaped blocks 506 which are symmetrically distributed on both sides of the square tubular convex portion 503 and open to the sides, horizontally and vertically, and two symmetrical structures extending vertically upward from the supporting column horizontal plane 502
  • the horizontally-arranged U-shaped blocks 507 and U-shaped blocks 508 are disposed on both sides of the square tubular convex portion 504 and opening toward the two sides.
  • the U-shaped block 505, the square tubular protrusion 503, and the U-shaped block 506 form two upper column plug connectors.
  • the U-shaped block 507, the square tubular protrusion 504, and the U-shaped block 508 form two upper column plug connectors.
  • a circular table 509 is provided on the bottom plane of the 1) groove of each U-shaped block, and ribs 510 are connected between the circular tables 509, and threaded through holes 511 are provided in each of the circular tables 509.
  • a column-supported horizontal surface 512 that is directly supported by the column is provided below the beam-and-column connector body 501.
  • the lower post connector is disposed on the support post level 512 and is symmetrical with respect to the horizontal plane of the upper post connector at its center position.
  • a horizontal support joint is included on each of the four sides of the beam and column connector body 501.
  • the beam-and-column connector body 501 is symmetrical with respect to the vertical plane of the horizontal support joint on the two sides with respect to its center position.
  • the horizontal support joints on each side include side protrusions 513 protruding from the side of the beam and column connector body 501 in the horizontal direction; and the support protrusions 515 disposed on the top surface 514 of the side protrusions 5B, along the side protrusions
  • the top surface 514 of the portion 513 extends vertically upward and is outwardly bent to define two limiting protrusions 516 and a limiting protrusion 517 symmetrically distributed on both sides of the supporting protrusion 515.
  • a reinforcing rib 518 connected to the beam connecting rod body 501 is provided, and the top surface 514 of the side convex portion 513 is a supporting side beam horizontal plane directly supporting the side beam.
  • the gap between the limiting protrusion 516 and the supporting protrusion 515 forms a receiving groove in which the receiving end is processed into a vertical portion of the T-shaped side beam end portion, between the limiting convex portion 517 and the supporting convex portion 515
  • the gap forms a receiving groove in which the receiving end portion is processed into a vertical portion of the T-shaped side beam end portion, and is formed on the bottom plane of the recess formed by the limiting convex portion 516, the limiting convex portion 517 and the side convex portion 513.
  • a circular table 519 is provided, and ribs 520 are connected between the circular tables 519, and threaded through holes 521 are provided in each of the circular tables 519.
  • the beam-column connector includes an integrally formed beam-and-column connector body 530, an upper column plug connector 531 and a lower column plug connector 532 to be inserted and fixed to the vertical horizontal end of the column.
  • Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 into a cross shape.
  • a support column level 537 that directly supports the column is provided on the beam and column connector body 530.
  • the upper post connector 531 includes a symmetrical, open-faced, U-shaped block 538, U-shaped block 539 that extends vertically upward from the support post level 537.
  • the gap between the U-shaped block 538 and the U-shaped block 539 forms a receiving groove that cooperates with the connection portion of the H-shaped steel or the I-shaped steel.
  • the two faces of the U-shaped block 538 and the U-shaped block 539 are the front front abutting surface of the opposite column that resists the front and rear of the vertical column, and the rear abutting surface of the vertical column.
  • the two outer sides of the U-shaped block 538 and the U-shaped block 539 are the columns that are opposite to the right and left of the vertical column. The left abutment surface and the right column abut the facing surface.
  • a column-supported horizontal surface 540 that is directly supported by the column.
  • Lower column The joint 532 is disposed on the upright support level 540, which is symmetrical with respect to the horizontal plane of the upper post connector 531 about its center position.
  • the horizontal support joint 533, the horizontal support joint 534, the horizontal support joint 535, and the horizontal support joint 536 each include a side protrusion 541 horizontally protruding from one side of the beam joint body 530, and a top surface 542 of the side protrusion 541 is vertical.
  • Two juxtaposed limiting protrusions 543 and limiting protrusions 544 protruding upwardly are provided, and a reinforcing rib 545 connected to the beam-and-column connecting body is provided on the bottom surface of the side convex part 541.
  • the gap between the limiting convex portion 543 and the limiting convex portion 544 forms a receiving groove in which the accommodating end portion is processed into a vertical portion of the end portion of the T-shaped beam.
  • a horizontal threaded through hole 546 is formed in each of the limiting convex portion 543 and the limiting convex portion 544.
  • the beam-column joints are formed by wax casting.
  • the beam-column connector comprises an integrally formed beam-and-column connector body 560, an upper column plug connector 561 and a lower column plug connector 562 to be fixedly connected to the vertical horizontal end of the column.
  • a support column level 566 that directly supports the column is provided on the beam and column connector body 560.
  • the upper column plug joint 561 includes a square tubular protrusion extending vertically upward from the support column horizontal surface 566, and elastic tongues 567 are disposed on the four outer side surfaces of the square tubular convex portion, and the elastic tongue 567 is connected away from the beam and column.
  • One end of the body 560 is connected to the square tubular protrusion, and one end of the elastic tongue 567 toward the beam connector body 560 is a free end.
  • the outer side of the square tubular projection cooperates with the inner side of the square steel tubular column.
  • the lower post connector 562 is disposed on the column support level 568 and is symmetrical with respect to the horizontal position of the upper post connector 561 about its center position.
  • the horizontal support joint 563, the horizontal support joint 564, and the horizontal support joint 565 each include a side convex portion 569 horizontally protruding from one side of the beam-and-colum joint body 560, and two vertically protruded upward from the top surface of the side convex portion 569.
  • the side-by-side limiting protrusion 570 and the limiting protrusion 571 are provided with a reinforcing rib 572 connected to the beam-and-column joint body 560 on the bottom surface of the side protrusion 569, and a thread on the one-side limiting protrusion 571. Through hole 573.
  • the limiting protrusion 570, the limiting protrusion 571 and the corresponding side protrusion 569 form a receiving groove for receiving the end of the beam; the horizontal surface of the supporting beam is the bottom surface 574 of the receiving groove.
  • the upper column plug joint 580 includes a circular tubular convex portion extending vertically upward from the support column horizontal surface 581, and is provided with elasticity on the outer side surface of the circular tubular convex portion.
  • the tongue 582, one end of the elastic tongue 582 away from the beam connector body 583 is connected to the circular tube-shaped convex portion, and one end of the elastic tongue toward the 582 beam-to-beam connector body 583 is a free end.
  • the outer side surface of the circular tubular protrusion cooperates with the inner side surface of the circular steel pipe column.
  • the lower post connector 584 and the upper post connector 580 are symmetrical about the horizontal plane of their center position.
  • the upper column plug joint 586 includes a stepped circular tubular convex portion extending vertically upward from the support column horizontal surface 587, and the inner side surface 588 and the circular shape of the circular tubular convex portion The outer side surface of the steel pipe column is fitted; a threaded through hole 589 is provided on the large shaft side wall of the circular tubular convex portion.
  • the lower post connector 590 and the upper post connector 586 are symmetric about the horizontal plane of the center position.
  • the upper post connector 595 includes a square tubular protrusion projecting upward from the beam connector body 596, the inner side surface 597 of the square tubular protrusion and the round steel pipe or The outer side surface of the square steel pipe column is matched; a filler welding groove 598 is provided on the side wall of the square tubular convex portion.
  • the lower post connector 599 is symmetrical with the upper post connector 595 about the horizontal plane of its center position.
  • the beam-column connector comprises an integrally formed beam-and-column connector body 605, an upper column plug connector 606 and a lower column plug connector 607, which are to be inserted and fixed to the vertical horizontal end of the column.
  • the structure of the upper column plug connector 606 and the lower column plug connector 607 is the same as that of the embodiment 59.
  • the support joint 608, the support joint 609, and the support joint 610 each include a side convex portion 611 horizontally protruding from one side of the beam and column joint body, and a reinforcing rib connected to the beam and column joint body 605 at the bottom surface of the side convex portion. 612.
  • Beam-column joints are injection molded.
  • the through hole 614 and the through hole 615 for fixing the wall plate are provided on the outer side surface of the connecting body 613 where the beam connecting member is not provided with the supporting joint, and the reinforcing rib 616 is provided.
  • a through hole 617 for fixing the wall plate is disposed on the outer side surface, and a through hole 619 for fixing the wall plate is disposed on the outer side surface of the reinforcing rib 618.
  • a through hole 621 for fixing the wall plate is provided on the outer side surface of the connecting body 620 where the beam connecting member is not provided with the supporting joint, on the outer side surface of the reinforcing rib 624.
  • a through hole 625 is provided for fixing the wall panel.
  • a retaining wall post connector 630 is further provided.
  • a vertical convex portion 632 is vertically protruded from the beam-and-column joint body 631.
  • the top horizontal surface 633 of the vertical convex portion 632 is a horizontal surface of the supporting retaining wall pillar, and the retaining wall vertical plug joint 630 is from the top horizontal surface of the vertical convex portion 632. 633 is raised vertically upwards.
  • the structure of the retaining wall post connector 630 is the same as that of the upper post plug connector of the seventh embodiment.
  • a retaining wall post connector 635 is further provided.
  • a vertical protrusion 637 is vertically protruded from the beam and column connector body 636.
  • the top horizontal surface 638 of the vertical protrusion 637 is a horizontal surface of the support wall, and the wall column connector 635 is from the top level of the vertical protrusion 637. 638 protrudes vertically upwards.
  • the structure of the retaining wall post connector 635 is the same as that of the upper post connector of the seventh embodiment.
  • a retaining wall post connector 640 is further provided.
  • a vertical convex portion 642 is vertically protruded from the beam-and-column joint body 641.
  • the top horizontal surface 643 of the vertical convex portion 642 is a horizontal surface supporting the retaining wall column, and the retaining wall post connector 640 is from the top horizontal surface of the vertical convex portion 642. 643 is raised vertically upwards.
  • the structure of the retaining wall post connector 640 is the same as that of the upper post plug connector of the seventh embodiment.
  • a retaining wall post connector 645 is further provided.
  • a vertical protrusion 647 is vertically protruded from the beam and column connector body 646.
  • the top horizontal surface 648 of the vertical protrusion 647 is a horizontal surface of the support wall, and the wall column joint 645 is from the top level of the vertical protrusion 647.
  • the 648 protrudes vertically upwards.
  • the structure of the retaining wall post connector 645 is the same as that of the upper post plug connector of the seventh embodiment.
  • the horizontal support joint 650 and the horizontal support joint 651 are formed at an angle of 135°.
  • the horizontal support joint 652 is one.
  • the top layer is symmetrically distributed on both sides of the beam-and-colum joint body.
  • the structure of the top oblique lower support joint 653 and the top oblique lower support joint 654 is the same as that of the first embodiment.
  • the top oblique lower support joint 655 and the top oblique lower support joint 656 are symmetrically distributed on both sides of the beam-and-column joint body.
  • the structure of the top oblique lower support joint 655 and the top oblique lower support joint 656 is the same as that of the first embodiment.
  • a retaining wall horizontal support joint 659 which is in the same direction, parallel and structurally identical to the horizontal support joint 658 is provided on one side of the resisting portion 657.
  • a retaining wall horizontal support joint 662 which is in the same direction, parallel and identical in structure to the horizontal support joint 661 is provided on one side of the resisting portion 660, and the other of the resisting portion 660 The side is provided with a retaining wall horizontal support joint 664 which is in the same direction, parallel and structurally identical to the horizontal support joint 663.
  • Fig. 77 unlike the embodiment 22, there are two horizontal support joints disposed on opposite sides of the beam-and-column joint body 665, that is, the horizontal support joint 666 and the horizontal support joint 667.
  • the beam-column connector includes a beam-and-column connector body 685, two horizontally-supported beam-column connector bodies 685 that are perpendicular to each other with a U-shaped receiving groove, and a horizontal support joint 687, a horizontal support joint 688, a direction
  • the lower post connector 686 of the beam and column connector body 685 is vertically protruded.
  • the structure of the lower column plug connector 686 is the same as that of the lower column plug connector of the seventh embodiment.
  • the building frame structure includes a column 700, a column 702, a column 703, and a column 705 which are arranged counterclockwise along the four diagonal positions of the rectangle and are perpendicular to the horizontal plane, and are distributed on the column 700 and the column 702.
  • the column 701 at the center position is distributed on the column 704 at the center of the line connecting the column 703 and the column 705.
  • the lower column plug connector is respectively inserted and fixed to the column 700, the column 701, the column 702, the column 703, the column 704, the column 705, the beam-column connector 706, the beam-column connector 707, the beam-column connector 708, the beam-column connector 709, beam and column connector 710, beam and column connector 711.
  • the structure of the beam-column joint 706 is the same as that of the eleventh embodiment.
  • the structure of the beam-column joint 707 is the same as that of the embodiment 12.
  • the beam-column joint 708 is symmetrical with the beam-column joint 706 about the horizontal plane of its center position.
  • Beam-column joints 706, beam-column joints 707, beam-column joints 708—one with beam-column joints 711, beam-column joints 710, beam-column joints 709 are symmetrical about the horizontal plane of their central position.
  • the building frame structure further includes a beam 712 supported on the two horizontal support joints opposite to the beam-column joint 706 and the beam-column joint 707, which are parallel to the horizontal plane, and are supported by the beam-column joint 707 and the beam-column joint 708.
  • a transverse beam 713 parallel to the horizontal plane of the horizontal support joint supports the beam 714 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 709 and the beam-column joint 710, and the support is fixed to the beam-column joint 710,
  • the building frame structure also includes a top beam connector 716, a top beam connector 717, and a top beam connector 718.
  • the top beam connector 716 differs from the embodiment 15 in that no lower post connector is provided on the header connector 716.
  • the top beam connecting member 717 is different from the embodiment 16 in that no lower post connector is provided on the top beam connecting member 717.
  • the top beam connector 718 is symmetrical with the top beam connector 716 about the vertical plane of its center position.
  • a top beam 719 and a top beam 720 are respectively inserted and fixed on the two top beam oblique plug joints of the top beam connecting member 716.
  • a top beam 721 and a top beam 722 are respectively inserted and fixed on the two top beam oblique plug joints of the top beam connecting member 717.
  • a top beam 723 and a top beam 724 are respectively inserted and fixed on the two top beam oblique plug joints of the top beam connecting member 718.
  • the top beam connecting member 716 is inserted and fixed to the top beam 719, and the other end of the top beam 720 is respectively supported and fixed on the upper and lower oblique supporting joints of the beam connecting member 706 and the beam connecting member 711.
  • the top beam connecting member 717 is inserted and fixed to the top beam 721, and the other end of the top beam 722 is respectively supported and fixed on the upper and lower diagonal supporting joints of the beam connecting member 707 and the beam connecting member 710.
  • the top beam 718 is fixedly coupled to the top beam 723, and the other end of the top beam 724 is respectively supported and fixed on the upper slant upper support joint of the beam joint 708 and the beam joint 719.
  • the building frame structure further includes a top joint 725 and a top beam 726 supported by the support joints opposite the top beam joints 716 and the top beam joints 717.
  • the building frame structure also includes a top panel hanger 682 and a top beam hanger 680, a top beam hanger 684.
  • the top hook 682 includes two inverted V-shaped symmetrical top floor diagonal plug joints 691, a top layer diagonal lower plug joint 692, a hanging portion 697, and a top layer oblique lower plug joint 691, and a top oblique insert.
  • the connecting portion 692 is connected to the hanging portion 697; the connecting portion 690 is inverted V-shaped, and the hanging portion 697 is disposed at a corner position of the connecting portion 690 and disposed under the connecting portion 690, and the opening portion 697 is provided with an opening downward.
  • the groove 698; the top oblique insertion connector 691, the top oblique connector 692, the end surface of the vertical connection portion 690 protrudes obliquely downward.
  • the structure of the top oblique connector 691 is the same as that of the top diagonal connector of the embodiment 16.
  • the top beam hanger 680 includes a hanging portion 693, a connecting portion 694 bent upwardly along the top surface of the hanging portion 693, and a connecting portion 694 away from the hanging portion 693.
  • top end face of the plug connector 695 and the protruding obliquely on the ramp, the hanging portion 693 is provided with a bottom angle in an inverted L-shaped notch 900 of 696.
  • the top diagonal connector of the top beam hanger 680 has the same structure as the lower wall pillar connector of the beam connector 730.
  • the top beam hanger 684 is symmetrical with the top beam hanger 680 about the vertical plane of its center position.
  • the two top slanted lower plug joints of the top splicing member 682 are respectively fixedly fixed to the ends of the two symmetrical top beams 681 and the top beams 682, and the top layer of the top beam splicing member 680 is obliquely inserted into the joint and the top beam 681.
  • the other end is inserted and fixed, and the top oblique connector of the top beam hanger 684 is fixedly coupled to the other end of the top beam 683.
  • the top mount 682 is attached to the cross member 725, and the top beam hitch 680 is suspended from the cross member 712 at an angle of 90.
  • the inverted L-shaped notch 696 cooperates with the beam 712, and the top beam hanger 684 is suspended from the beam 715 with an inverted L-shaped notch at an angle of 90° to engage the beam 715.
  • the building frame structure also includes a top panel hanger 687 and a top beam hanger 685, a top beam hanger 689.
  • the top mount 687 has the same structure as the top mount 682.
  • the top beam hanger 685 has the same structure as the top beam hanger 680.
  • the top beam hanger 689 is symmetrical with the top beam hanger 685 about the vertical plane of its center position.
  • the two top slanted lower plug joints of the top splicing member 687 are respectively fixedly fixed to the ends of the two symmetrical top beams 686 and the top beams 688, and the top layer of the top beam hitch 685 is obliquely inserted into the joint and the top beam 686.
  • the other end is inserted and fixed, and the top oblique connector of the top beam hanger 689 is fixedly coupled to the other end of the top beam 688.
  • the top mount 687 is attached to the beam 726.
  • the top beam hanger 685 is suspended from the beam 713 and the top beam hanger 689 is suspended from the beam 714.
  • the installation method of the building frame structure includes:
  • the column 700, the column 701, the column 702, the column 703, the column 704, and the column 705 are installed at a set position, and the column is adjusted so that the column is perpendicular to the horizontal plane and the top surface of the column is at the same horizontal plane, and the column is fixed to the ground. ;
  • the second step inserts the beam and column connector 706, the beam and column connector 707, the beam and column connector 708, the beam and column connector 709, the beam and column connector 710, and the lower column connector of the beam and column connector 711 into the corresponding column 700, respectively.
  • the column 701, the column 702, the column 703, the column 704, and the column 705 are inserted into the column, and the beam-column connection member is directly supported on the column. Re-adjusting the beam-column joints so that the horizontal planes of the beam-supporting joint supporting beams of the beam-column joints are all on the same horizontal plane, and the lower pillar plug joints of the beam-column joints are fixed with the pillars located directly below;
  • the two ends of the beam 712, the beam 713, the beam 714, and the beam 715 are respectively placed on the beam supporting joints of the corresponding beam-column joints, and the two ends of the beam are connected with the corresponding beam-column joints.
  • the beam support joint is fixedly connected; in the fourth step, the two top beam oblique plug joints of the top beam connecting member 716 are respectively inserted and fixed with the top beam 719 and the top beam 720; the two top beams of the top beam connecting member 717 are inclined The plug connectors are respectively inserted and fixed with the top beam 721 and the top beam 722; the two top beam oblique plug joints of the top beam connecting member 718 are respectively inserted and fixed with the top beam 723 and the top beam 724; the fifth step is Supporting and fixing the two ends of the top beam fixedly connected by the top beam connecting member to the horizontal support joint of the corresponding beam-column joint;
  • the sixth step is to support the two ends of the beam 725 and the beam 726 on the supporting joint of the corresponding top beam connecting member; the seventh step is to insert the top hanging member 682 with the end of the top beam 681 and the top beam 682.
  • the top beam hanging member 680 is fixedly fixed to the other end of the top beam 681, and the other end end of the top beam hanging member 684 is inserted and fixed to the top beam 683; the top hanging member 682 is supported on the beam 725.
  • the top hanging member 682 is supported on the beam 725, and the top beam hanging member 684 is suspended from the beam 715; the top hanging member 687 is fixedly connected to the end of the top beam 686 and the top beam 688, and the top beam is hung.
  • the connector 685 is fixedly coupled to the other end of the top beam 686, and the top beam hanger 689 is fixedly coupled to the other end of the top beam 688; the top hook 687 is attached to the beam 726.
  • the top beam hitch 685 is suspended from the beam 713 and the top beam hitch 689 is suspended from the beam 714.
  • the building frame structure further includes a square tubular pipe pile connecting ground frame 753, a pipe pile connecting ground frame 754, a pipe pile connecting ground frame 755, and a pipe pile connecting ground frame 756.
  • the bottom layer connecting members each include an underlying connector body 765, an upper column plug connector 766 protruding above the bottom connector body 765, and a horizontally protruding support portion 767 of the bottom layer connecting body, from the bottom connector body toward The lower portion is protruded and protrudes into the resisting portion 768 of the pipe pile connecting frame.
  • the supporting portion 767 is directly supported on the pipe pile connecting frame, the resisting portion 768 is inserted into the inner cavity of the pipe pile connecting frame, and the bottom connecting member is welded and fixed to the pipe pile connecting frame.
  • the inner cavity of the pipe pile connected to the ground frame is filled with cement concrete.
  • the bottom connector 752 is symmetrical with the bottom connector 747 about the vertical plane of its center position.
  • the bottom connector 748, the bottom connector 749 and the bottom connector 747 are symmetrical about the vertical plane of their center position.
  • the bottom connector 750, the bottom connector 751 and the bottom connector 752 are symmetrical about the vertical plane of their center position.
  • the beam-column connector 730, the beam-column connector 731, the beam-column connector 732, the beam-column connector 733, the beam-column connector 734, and the beam-column connector 735 are provided on the upper-layer oblique upper support joint. Retaining wall column plug connector.
  • the structure of the beam-column joint 730 is the same as that of the embodiment 69.
  • the structure of the beam-column joint 731 is the same as that of the embodiment 70.
  • the beam-column joint 730 is symmetrical with the beam-column joint 732 about the horizontal plane of its center position.
  • Beam-column joints 735, beam-column joints 734, beam-column joints 733-- and beam-column joints 730, beam-column joints 731, beam-column joints 732 are symmetric about the horizontal plane of their center.
  • a column 759 is sequentially inserted and fixed on the beam-column connector 730, the beam-column connector 731, the beam-column connector 732, the beam-column connector 733, the beam-column connector 734, and the beam-column plug connector 735.
  • the building frame structure further includes a connector 736 that is inserted and fixed correspondingly to the column 759, the column 760, the column 761, the column 762, the column 763, and the column 764, and the connector 736, the connector 738, the connector 738, and the connector 739.
  • the connector 736 includes two plug connectors that are perpendicular to each other and distributed in the same plane.
  • the connector 737 includes three plug connectors that are perpendicular to each other and distributed in the same plane.
  • the structure of the plug connector is the same as that of the post plug connector of the seventh embodiment.
  • the connector 738 is symmetrical with the horizontal plane of the connector 736 about its center position.
  • the connector 739, the connector 740, the connector 741 and the connector 738, the connector 737, and the connector 736 are symmetrical about a horizontal plane of their center position.
  • the building frame structure further includes a beam 743 which is inserted and fixed at both ends with the connector 736 and the connector 737, and the beam 744 which is inserted and fixed at both ends with the connector 737 and the connector 738, the two ends are The connector 739 and the connector 740 are inserted into the beam 745 that is fixed together, and the two ends are connected to the connector 740 and the connector 741.
  • the process differs from the embodiment 79 in that the installation method includes:
  • the column 700, the column 701, the column 702, the column 703, the column 704, and the column 705 are connected to the ground and the pipe string is fixed to the ground.
  • the six holes are cut at the ground setting position, and the pipe pile is connected to the frame 753 and the pipe pile connection.
  • the ground frame 754, the pipe pile connection ground frame 755, the pipe pile connection ground frame 756, the pipe pile connection ground frame 757, and the pipe pile connection ground frame 758 are fixed in the corresponding holes;
  • the bottom connector 747, the bottom connector 748, the bottom connector 749, the bottom connector 750, the bottom connector 751, and the bottom connector 752 are sequentially placed in the pipe pile connection frame 753.
  • the pipe pile connecting ground frame 754, the pipe pile connecting ground frame 755, the pipe pile connecting ground frame 756, the pipe pile connecting ground frame 757, and the pipe pile connecting ground frame 758 enable the supporting portion of the bottom layer connecting member to directly support the corresponding pipe.
  • the pile is connected to the ground frame, and the bottom joint is adjusted, so that the bottom pillar of the bottom joint is perpendicular to the horizontal plane, the horizontal plane of the support pillar is at the same horizontal plane, and the bottom joint is welded to the pipe pile;
  • the column and the ground are fixed as follows: the column 700, the column 701, the column 702, the column 703, the column 704, and the column 705 are respectively connected with the bottom layer connecting member 747, the bottom layer connecting member 748, the bottom layer connecting member 749, the bottom layer connecting member 750, and the bottom layer connecting member.
  • the upper column connector of the bottom connector 752 is inserted, the column is directly supported on the horizontal surface of the supporting column of the bottom connector, the column is adjusted, the column is perpendicular to the horizontal plane, and the top surface of the column is at the same horizontal plane;
  • the annular space formed by the pile connecting the ground frame is filled with cement concrete, so that the bottom connecting piece and the pipe pile are connected to the frame and cast into a whole;
  • the column 759, the column 760, the column 761, the column 762, the column 763, and the column 764 are respectively connected with the beam-column connection member 730, the beam-column connection member 731, the beam-column connection member 732, the beam-column connection member 733, and the beam-column connection.
  • the member 734, the upper column plug connector of the beam-column connector 735 is inserted, the column is adjusted to be perpendicular to the horizontal plane, and the top surface of the column is at the same horizontal plane, and then the column and the upper column plug joint are fixed;
  • One end of the beam 743 is inserted and fixed with the plug connector of the connector 736, and the other end is inserted and fixed with the plug connector of the connector 737.
  • the other plug connector of the connector 737 is inserted and fixed with one end of the beam 744.
  • the other end of the 744 is inserted and fixed with the connector 738, and the connector 736, the connector 737, and the connector 738 are respectively fixedly fixed to the column 759, the column 760, and the column 761;
  • the plug connector of the member 739 is plugged and fixed, and the other end is inserted and fixed with the plug connector of the connector 740.
  • the other plug connector of the connector 740 is fixedly connected to one end of the beam 746, and the other end of the beam 746 and the connector are inserted.
  • the 741 is fixedly inserted, and the connector 739, the connector 740, and the connector 741 are respectively inserted and fixed with the column 762, the column 763, and the column 764.
  • the building frame structure includes a column 770, a column 772, a column 778, and a column 776 which are arranged counterclockwise along the four diagonal positions of the rectangle and are perpendicular to the horizontal plane, and are distributed on the column 770 and the column 772.
  • the column 771 at the center position, the column 777 distributed at the center of the column 776 and the column 778, and the column 775 distributed at the center of the column 770 and the column 776 are distributed in the center of the column 771 and the column 777.
  • the column 774 at the position is distributed on the column 773 at the center of the line connecting the column 772 and the column 778.
  • the beam and column connection member 779, the beam and column connection member 780, and the beam and column connection member 781 are fixedly inserted and fixed on the column 770, the column 771, the column 772, the column 773, the column 774, the column 775, the column 776, the column 777, and the column 778.
  • the structure of the beam-column joint 779 is the same as that of the embodiment 55.
  • the structure of the beam-column joint 784 is the same as that of the embodiment 56.
  • the beam-column connector 780, the beam-column connector 781 has the same structure as the beam-column connector 779.
  • the beam-column joint 785 is symmetrical with the beam-column joint 779 about the horizontal plane of its center position.
  • the beam-column joint 786, the beam-column joint 787 and the beam-column joint 785 have the same structure.
  • the building frame structure further includes a beam 788 supported on the two horizontal support joints on the same side of the beam-column joint 779 and the beam-column joint 780, parallel to the horizontal plane, and supported on the same side of the beam-column joint 780 and the beam-column joint 781.
  • the two horizontal support joints have a beam 789 parallel to the horizontal plane. Supporting the horizontal beam 790 parallel to the horizontal plane on the two horizontal support joints fixed on the same side of the beam-column joint 782 and the beam-column joint 783, and supporting the two levels on the same side of the beam-column joint 783 and the beam-column joint 784 A beam 791 on the support joint parallel to the horizontal plane.
  • the building frame structure further includes a column 796 which is respectively fixedly connected to the beam and column connecting member 779, the beam and column connecting member 780, the beam and column connecting member 781, the beam and column connecting member 785, the beam and column connecting member 786, and the beam and column connecting member 787.
  • the beam-column connector 805, the beam-column connector 806, the beam-column connector 807, the beam-column connector 808, and the beam-column connection are respectively fixedly connected to the column 796, the column 797, the column 798, the column 804, the column 803, and the column 802. Member 809, beam and column connector 810.
  • the structure of the beam-column joint 805 is the same as that of the embodiment 13.
  • the structure of the beam-column joint 806 is the same as that of the embodiment 14.
  • the mast connector 807 is symmetrical with the beam-column connector 805 about the horizontal plane of its center position.
  • the beam-column connector 808, the beam-column connector 809, and the beam-column connector 810 are respectively symmetrical with the beam-column connector 807, the beam-column connector 806, and the beam-column connector 805 with respect to the horizontal plane of the center position thereof.
  • the building frame structure also includes a beam-column plane connector 769 having the same structure, a beam-column plane connector 815, and a beam-column plane connector 818.
  • the beam-column plane connector 76'9 includes a beam-column plane connector body 858, and a column plug connector 859 and a column plug connector 860 protruding from the beam-column plane connector body 858 in a vertical direction.
  • the beam plug joint 861 and the beam plug joint 862 of the beam-column plane connector body are protruded in the horizontal direction.
  • the structure of the post connector is the same as that of the post connector in the seventh embodiment.
  • the beam plug connector has the same structure as the post plug connector.
  • the building frame structure further includes a column 801 fixed to the column plug connector of the beam-column plane connector 769, a ⁇ : column 812, a beam 811 fixed to the beam plug connector of the beam-column plane connector 769, and a beam 813 .
  • the other end of the column 801 is fixedly fixed to the upper column plug connector of the beam and column connector 784, and the other ends of the beam 811 and the beam 813 are respectively supported on the opposite horizontal support joints of the beam and column connector 805 and the beam and column connector 810. .
  • the building frame structure further includes a column 800 fixed to the column plug connector of the beam-column plane connector 815, a column 846, a beam 814 fixed to the beam plug connector of the beam-column plane connector 769, and a beam 816.
  • Another column 800 The upper end of the beam 814 and the beam 816 are respectively supported on the opposite horizontal support joints of the beam connecting member 806 and the beam connecting member 809.
  • the building frame structure further includes a column 799 fixed to the column plug connector of the beam-column plane connector 818, a column 847, a beam 817 fixed to the beam plug connector of the beam-column plane connector 818, and a beam 819.
  • the other end of the column 799 is fixedly fixed to the upper column plug connector of the beam connecting member 782.
  • the other ends of the beam 817 and the beam 819 are respectively supported on the beam-column connecting member 807.
  • the horizontal supporting joint of the beam-column connecting member 808 on.
  • the building frame structure also includes a beam and column connector 820, a beam and column connector 823, and a beam and column connector 826.
  • the structure of the beam-column joint 820 is the same as that of the embodiment 15.
  • the structure of the beam-column joint 823 is the same as that of the embodiment 16.
  • the top beam 821 and the top beam 822 are respectively inserted into the top and bottom slant joints of the beam and column connector 820, and the lower column plug connector 820 of the beam and column connector 820 is fixedly attached to the column 812. 821.
  • the other ends of the top beams 822 are respectively supported and fixed on the top and bottom oblique support joints of the beam-column joints 805 and the beam-column joints 810.
  • the top slabs 824 and the top slabs 825 of the beam-column joints 823 are respectively inserted and fixed on the column 846, the top beam 824 and the top.
  • the other ends of the beams 825 are respectively supported and fixed on the top diagonal support joints of the beam-column joints 806 and the beam-column joints 809.
  • the top beam 827 and the top beam 828 are respectively inserted into the top and bottom slant joints of the beam and column connector 826.
  • the lower column plug connector of the beam and column connector 826 is fixedly fixed to the column 847, and the top beam 827 is attached.
  • the other ends of the top beams 828 are respectively supported and fixed on the top diagonal support joints of the beam-column joints 807 and the beam-column joints 808.
  • the building frame structure also includes a top panel connector 833 and a top beam hanger 831, a top beam hanger 835.
  • the top connector 833 includes a top connector body 851, two obliquely downwardly protruding top connector bodies 851, an inverted V-shaped top oblique connector 852, and a top oblique insertion
  • the structure of the joint 853 and the plug joint 852 is the same as that of the top oblique joint of the embodiment 16.
  • the top beam hanger 831 includes a hanging portion 854, a connecting portion 855 which is bent upwardly and upwardly along the top surface of the hanging portion 854; one disposed at the connecting portion 855 away from the hanging portion 854
  • the top layer of the upper end of the suspension portion is provided with an angle of 90 at the bottom of the suspension portion.
  • the U-shaped groove 857 with the opening facing downwards, the structure of the top oblique support joint 856 is the same as that of the top oblique support joint of the embodiment 13.
  • the top beam hanger 831 is suspended from the beam 841 with its U-shaped groove mated with the beam 841, and the top beam hanger 835 is suspended from the beam 844 with its U-shaped groove mating with the beam 844.
  • the top beam hitch 835 and the top beam hitch 831 are symmetrical about the vertical plane of their center position.
  • the top slanted lower plug joints of the top panel connector 833 are respectively fixedly fixed to the ends of the two symmetrical top beams 832 and the top beams 834, and the top panel connectors 833 are supported on the beam 829, the top beam 832 and the top beam.
  • the other ends of the 834 are supported on the top diagonal support joints of the top beam hanger 831 and the top beam hanger 835, respectively.
  • the building frame structure also includes a top panel connector 838 and a top beam hanger 836, a top beam hanger 840.
  • the top connector 838 has the same structure as the top connector 833.
  • the top beam hitch 836 is suspended from the beam 842 with its U-shaped groove mated with the beam 842, and the top beam hitch 840 is suspended from the beam 843 with its U-shaped groove mating with the beam 843.
  • the top beam hanger 835 and the top beam hanger 831 are vertically facing each other about their center position.
  • the top layer of the top connector 838 is respectively fixed to the ends of the two symmetrical top beams 837 and the top beam 839.
  • the top connector 838 is supported on the beam 830, the top beam 837 and the top beam.
  • the other ends of the 839 are supported on the top diagonal support joints of the top beam hanger 836 and the top beam hanger 840, respectively.
  • the building frame structure includes a column 880, a column 882, a column 883, and a column 885 which are arranged counterclockwise along the four diagonal positions of the rectangle and are perpendicular to the horizontal plane, and are distributed on the column 880 and the column 882.
  • the column 881 at the center position is placed on the column 884 at the center of the line connecting the column 883 and the column 885.
  • the lower column plug connector is respectively inserted and fixed on the column 880, the column 881, the column 882, the column 883, the column 884, the column 885
  • the column 880, the column 881, the column 882 are equal in height, the column 883, the column 884, the column 885 are equal, and the height of the column 883, the column 884, and the column 885 is higher than the column 880, the column 881, and the column 882.
  • the structure of the beam-column joint 886 is the same as that of the embodiment I I.
  • the structure of the beam-column joint 887 is the same as that of the embodiment 12.
  • the beam-column joint 888 is symmetrical with the beam-column joint 887 about the horizontal plane of its center position.
  • the structure of the beam-column joint 889 is the same as that of the embodiment 11.
  • the structure of the beam-column joint 890 is the same as that of the embodiment 12.
  • the beam-column joint 891 and the beam-column joint 889 are symmetrical about the horizontal plane of their center position.
  • the building frame structure further comprises a beam 892 supported on the two horizontal support joints opposite to the beam-column joint 886 and the beam-column joint 887 and parallel to the horizontal plane.
  • the support is fixed on the beam-column joint 887 and the beam-column joint 888.
  • a cross member 893 parallel to the horizontal plane on the two horizontal support joints supports the cross member 894 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 888 and the beam-column joint 889, and the support is fixed to the beam-column joint 889.
  • the beam 895 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 890 supports the cross-member 896 which is parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 890 and the beam-column joint 891.
  • Embodiment 80 also includes an underground pipe pile 947, an underground pipe pile 948, an underground pipe pile 949, an underground pipe pile 950, and an underground pipe pile 951 which are driven into a deep underground setting position.
  • the bottom connector comprises an underlying connector body, an upper column plug joint protruding above the bottom connector body, and a horizontally protruding bottom layer connecting the support portion of the body, protruding downward from the bottom connector body and extending into the pipe pile
  • the abutting portion supporting portion of the connecting ground frame is directly supported on the pipe pile connecting ground frame, the resisting portion extends into the inner cavity of the pipe pile connecting ground frame, and the bottom layer connecting member is welded and fixed together with the pipe pile connecting frame.
  • the inner cavity of the pipe pile connected to the ground frame is filled with cement concrete.
  • a beam column connection member 956, a beam column connection member 957, a beam column connection member 958, a beam column connection member 959, a beam column connection member 960, and a beam column connection member 961 provided with a top oblique support link are provided with a retaining wall column. Plug connector.
  • the structure of the beam-column joint 956 is in agreement with the embodiment 67.
  • the structure of the beam-column joint 957 is the same as that of the embodiment 68.
  • the beam-column joint 958 is symmetrical with the beam-column joint 956 about the horizontal plane of its center position.
  • Beam-column joints 959, beam-column joints 960, beam-column joints 961—one with beam-column joints 958, beam-column joints 957, beam-column joints 956 are symmetric about the horizontal plane of their center.
  • a column 962 is sequentially inserted and fixed on the beam-column connector 956, the beam-column connector 957, the beam-column connector 958, the beam-column connector 959, the beam-column connector 960, and the beam-column connector 961. , column 963, column 964, column 965, column 966, column 967.
  • the building frame structure further includes a plug connector 968 that is inserted and fixed correspondingly to the column 962, the column 963, the column 964, the column 965, the column 966, and the column 967, the connector 969, the connector 970, the connector 971, and the plug Connector 972, connector 973.
  • the connector 968 includes three identical plug connectors 990, plug connectors 991, and plug connectors 992 which are perpendicular to each other and distributed in different planes.
  • the connector 737 includes three plug connectors 993, a plug connector 994, and a plug connector 995 which are perpendicular to each other and are distributed in the same plane structure.
  • the structure of the plug connector is the same as that of the post connector of the embodiment 7.
  • the connector 970 is symmetrical with the connector 968 about the horizontal plane of its center position.
  • the plug connector 971, the connector 972, the connector 973 and the connector 970, the connector 969, and the connector 968 are horizontally symmetrical about their center position.
  • the frame structure of the building also includes a beam 974 which is inserted and fixed at both ends with the insertion piece 968 and the connector 969.
  • the two ends are connected to the connector 969 and the connector 970, and the beam 975 is fixed and fixed at both ends.
  • the connector 970 and the connector 971 are inserted into the beam 976 fixed together, the beam 977 is fixedly connected to the connector 971 and the connector 972, and the two ends are connected to the connector 972 and the connector.
  • the 973 is inserted into the cross member 979 which is fixedly coupled to the connector 973 and the connector 968 at both ends of the fixed beam 978.
  • the building frame structure also includes a top panel hanger 982 and a top beam hanger 980, a top beam hanger 984.
  • the top hook 982 includes two inverted V-shaped top oblique plug connectors 997, a top oblique plug connector 998, a hanging portion 999, and a top oblique plug connector 997, and a top oblique plug.
  • the joint portion 1000 is formed in an inverted V shape, and the hanging portion 999 is disposed at a corner position of the joint portion 1000 and disposed below the joint portion 1000, and the opening portion 999 is provided with an opening face down
  • the groove 1002 that cooperates with the top beam 1001; the top end oblique plug connector 997, and the top end oblique plug connector 998 have an end surface that is obliquely downwardly convex.
  • the structure of the top oblique connector 997 is the same as that of the top oblique connector of the embodiment 16. '
  • the top beam hanger 980 includes a hanging portion 1003, a connecting portion 1004 bent upwardly and upwardly along the top surface of the hanging portion 1003, and a connecting portion 1004 facing away from the hanging portion 1003.
  • the top layer oblique upper support joint 1005 which is convexly protruded from the end surface is provided with an angle of 90 at the bottom of the hanging portion 1003.
  • the inverted L-shaped notch 1006, the structure of the top diagonal upper support joint 1005 is the same as that of the top oblique support joint of the embodiment 13.
  • the top beam hanger 984 is symmetrical with the top beam hanger 980 about the vertical plane of its center position.
  • the two top slanted lower plug joints of the top shackle 982 are respectively fixedly fastened to the ends of the two symmetrical top beams 981 and the top beams 982, and the top slanting upper joints and the top beams 981 of the top beam hitch 980
  • the other end of the top beam hanger 984 is fixedly inserted and fixed at the other end of the top beam 983.
  • the top beam hanger 980 is suspended from the beam 1007 at an angle of 90. .
  • the inverted L-shaped notch 1006 cooperates with the beam 1007, and the top beam hanger 984 is suspended from the beam at an angle of 90.
  • the inverted L-shaped notch cooperates with the beam, and the top hanger is attached to the beam 1001. ,
  • the building frame structure also includes a top panel hanger 987 and a top beam hanger 985, a top beam hanger 989.
  • the top mount 987 has the same structure as the top mount 982.
  • the top beam hanger 985 has the same structure as the top beam hanger 980.
  • the top beam hanger 985 is suspended from the beam 842 with its U-shaped groove mated with the beam 842 and the top beam hanger 989 is suspended from the beam 1008.
  • the top beam hanger 989 is symmetrical with the top beam hanger 985 about the vertical plane of its center position.
  • the two top slanted lower plug joints of the top hanger 987 are respectively spliced and fixed to the ends of the two symmetrical top beams 986 and the top beams 988, and the top slanting top joints of the top beam shackles 985 are connected to the top beams 986.
  • the other end is inserted and fixed, and the top oblique connector of the top beam hanger 989 is fixedly connected to the other end of the top beam 988.
  • the top beam hanger 985 is hung on the beam 1008, and the top beam hanger The 989 is suspended from the beam 1009, and the top hanger 987 is attached to the beam 1010.
  • the building frame structure including the four diagonal positions along the rectangle, is distributed counterclockwise, and horizontal
  • the vertical column 1030, the column 1032, the column 1033, and the column 1035 are distributed on the column 1031 at the center of the line connecting the column 1030 and the column 1032, and are distributed on the column 1034 at the center of the line connecting the column 1033 and the column 1035.
  • the lower column plug connector is respectively inserted and fixed on the column 1030, the column 1031, the column 1032, the column 1033, the column 1034, the column 1035, the beam-column joint 1036, the beam-column joint 1037, the beam-column joint 1038, the beam-column joint 1039, beam-column joint 1040, 'beam-column joint 1041.
  • the structure of the beam-column joint 1036 is the same as that of the embodiment 37.
  • the structure of the beam-column joint 1037 is the same as that of the embodiment 36.
  • the beam-column joint 1038 is symmetrical with the beam-column joint 1036 with respect to the horizontal plane of its center position.
  • Beam-column joints 1041, beam-column joints 1040, beam-column joints 1039" ⁇ - are symmetrical with the beam-column joints 1036, the beam-column joints 1037, and the beam-column joints 1038 with respect to their horizontal position.
  • the building frame structure further includes a beam 1042 supported and fixed on the horizontal joints of the beam-column joints 1036 and the beam-column joints 1037, which are parallel to the horizontal plane, and supported by the beam-column joints 1037 and the beam-column joints 1038.
  • a horizontal beam 1043 parallel to the horizontal plane of the horizontal support joint supports the beam 1044 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1039 and the beam-column joint 1040, and the support is fixed to the beam-column joint 1040,
  • the building frame structure also includes the same beam-column plane connector 1047, the beam-column plane connector 1051, and the beam-column plane connector 1055.
  • the beam-column plane connector 1047 includes a beam-column plane connector body 1090, two horizontally protruding beam-column-plane connector body beam plug joints 1091, beam plug joints 1093, one along The post connector 1092 of the beam-and-column plug connector body is protruded upward in the vertical direction.
  • the two beam plugs of the beam-column plane connector 1047 are inserted into the fixed beam 1046, the beam 1049, and the column plug connector of the beam-column plane connector 1047 is inserted into the fixed column 1048.
  • the other ends of the beam 1046 and the beam 1047 are respectively supported on the horizontal support joints of the beam-column joints 1036 and the beam-column joints 1041.
  • the two beam plug connectors of the beam-column plane connector 1051 are inserted into the fixed beam 1050, the beam 1053, and the column plug connector of the beam-column plane connector 1051 is inserted into the fixed column 1052.
  • the other ends of the beam 1050 and the beam 1053 are respectively supported on the horizontal support joints of the beam-column joints 1037 and the beam-column joints 1 040.
  • the two beam plug connectors of the beam-to-pillar plane connector 1055 are inserted into the fixed beam 1054, the beam 1057, and the column plug connector of the beam-column plane connector 1055 is inserted into the fixed column 1056.
  • the other ends of the beam 1054 and the beam 1057 are respectively supported on the beam-support member 1038 and the water-dried support joint of the beam-and-column joint 1039.
  • the building frame structure also includes a beam and column connector 1058, a beam and column connector 1059, and a beam and column connector 1060.
  • the structure of the beam-column joint 1058 is the same as that of the embodiment 15.
  • the structure of the beam-column joint 1059 is the same as that of the embodiment 16.
  • the beam-column joint 1060 has the same structure as the beam-and-column joint 1058.
  • the top beam 1061, the top beam 1062, the top beam 1062, and the other end of the top beam 1062 are respectively supported and fixed to the beam-and-column joint 1036, respectively, and the top-level oblique plug-in joints of the beam-column joints 1058 are respectively inserted and fixed.
  • the opposite two top layers of the beam-column connector 1041 are diagonally supported on the joint.
  • the fixed top beam 1063 and the top beam 1064 are respectively inserted into the two top-level oblique plug connectors of the beam-column connector 1059.
  • the other ends of the top beam 1063 and the top beam 1064 are respectively supported and fixed on the opposite two top slant upper support joints of the beam connecting member 1037 and the beam connecting member 1040.
  • Also included are a top beam 1065 and a top beam 1066 that are respectively fixed to the two top slanted down plug connectors of the beam and column connector 1060.
  • the other ends of the top beam 1065 and the top beam 1066 are respectively supported and fixed on the opposite two top slant upper support joints of the beam connecting member 1038 and the beam connecting member 39.
  • the building frame structure further includes a connection and a plug joint of the beam and column connecting member 1036, the beam and column connecting member 1037, the beam and column connecting member 1038, the beam and column connecting member 1039, the beam and column connecting member 1040, and the beam and column connecting member 1041.
  • the second connecting beam 1069, the first connecting beam 1070, the third connecting beam 1071, the second connecting beam 1072 are inserted into the fixed first connecting piece 1073, the third connecting piece 1074, the second connecting piece 1075, the first ⁇ connector 1076, third ⁇ connector 1077, second ⁇ connection Piece 1078. .
  • the first ⁇ connector 1073 includes an integrally formed first ⁇ connector body 1 083, a first beam connector 1084 protruding obliquely upward from the first ⁇ connector body 1083, from the first ⁇ One side of the connector body 1083 protrudes in a horizontal direction from a first side rail support joint 1085 of the first jaw connector body 1083.
  • the second jaw connector 1075 is symmetrical with respect to the vertical plane of the first jaw connector 1073 about its central position.
  • the third cymbal connector 1074 is different from the first cymbal connector 1073 in that the third cymbal connector 1074 includes two protrusions on opposite sides of the third yoke connector body 1086.
  • the second ⁇ connector 1078, the third ⁇ connector 1077, and the first ⁇ connector 1076 are respectively perpendicular to the center position of the first ⁇ connector 1073, the third ⁇ connector 1074, and the second ⁇ connector 1075. symmetry. '
  • the building frame structure further includes a side beam 1079 supporting the side beam supporting joint fixed to the first side connecting member 1073 and the third side connecting piece 1074, and the supporting side is fixed on the side of the third connecting piece 1074 and the second connecting piece 1075.
  • the side beam 1080 on the beam supporting joint supports the side beam 1081 fixed on the side beam supporting joint of the first connecting piece 1076 and the third connecting piece 1077, and the support is fixed to the third connecting piece 1077 and the second connecting piece.
  • Side beam 1082 of piece 1078 Side beam 1082 of piece 1078.
  • the installation process of the connecting beam, the ⁇ connecting piece and the side sill includes: - firstly connecting the first connecting beam 1067, the third connecting beam 1068, the second connecting beam 1069, the first connecting beam 1070, the third connecting beam 1071, the second
  • the connecting beam 1072 is inserted and fixed to the corresponding beam and column connector 1036, the beam and column connector 1037, the beam and column connector 1.038, the beam and column connector 1039, the beam and column connector 1040, and the beam connector of the beam and column connector 1041.
  • the side beam 1079 is placed on the side beam support of the first connecting piece 1073 and the third connecting piece 1074, and the side beam 1079 is directly supported by the side beam supporting joint, and then Fixing the end of the side beam 1079 with the side sill support joint of the first ⁇ connecting member 1073 and the third ⁇ connecting member 1074; placing the side sill 1080 on the side sill of the third ⁇ connecting member 1074 and the second ⁇ connecting member 1075
  • the side beam 1080 is directly supported by the side beam support joint, and the end of the side beam 1080 is fixed with the side joint support joint of the third joint member 1074 and the second joint 1075; the side beam 1081 is placed
  • the side member 1081 of the first side connecting member 1076 and the third side connecting member 1077 is directly supported by the side beam supporting joint, and the end portion of the side beam 1081 is connected with the first connecting piece 1076 and the third side.
  • the side beam supporting joint of the connecting member 1077 is fixed; the side beam 1082 is placed on the side beam supporting joint of the third connecting piece 1077 and the second connecting piece 1078, and the side beam 1082 is directly supported by the side beam supporting joint, and then the side is supported End of beam 1082
  • the side sill support joint of the third ⁇ connector 1077 and the second ⁇ connector 1078 is fixed.
  • the building frame structure includes a column 1.121, a column 1 123, a column 1 124, and a column 1 120 which are arranged counterclockwise along the four diagonal positions of the rectangle and are perpendicular to the horizontal plane, and are distributed on the column 1 121.
  • the lower column plug connector is respectively inserted and fixed to the column 1120, the column 1121, the column 1 122, the column 1 123, the column 1 124, the column 1 125, the beam and column connector 1 126, the beam and column connector 1127, the beam and column connector 1 128, beam and column connector 1 129, beam and column connector 1 130, beam and column connector] 131.
  • the structure of the beam-column joint 1 126 is the same as that of the embodiment 43.
  • the structure of the beam-column joint 1 128 is the same as that of the embodiment 42.
  • the beam-column joint 1 127 is symmetrical with the beam-column joint 1 126 with respect to the horizontal plane of its central position.
  • Beam-column connection 1 127, The beam-column joint 1128, the beam-column joint 1129- is symmetrical with the beam-column joint 1126, the beam-column joint 1131, and the beam-column joint 1130 with respect to the horizontal plane of its center position.
  • the building frame structure further comprises a beam 1144 supported on the two horizontal support joints opposite to the beam-column joint 1126 and the beam-column joint 1127, which is parallel to the horizontal plane, and supported on the beam-column joint 1127 and the beam-column joint 1128 opposite to each other.
  • a horizontal beam 1145 parallel to the horizontal plane on the horizontal quasi-joint joint supports the beam 1146 parallel to the horizontal plane on the two horizontal support joints opposite to the beam-column joint 1128 and the beam-column joint 1129, and is supported and fixed on the beam-column joint 1129 a beam 1147 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint member 1130, and supporting the beam 1148 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint member 1130 and the beam-column joint member 1131.
  • a beam 1149 that is fixed to the horizontal joints of the beam-column joint 1131 and the beam-column joint 1126 and is parallel to the horizontal plane is supported.
  • the building frame structure further includes a connecting beam plug connector for the beam and column connecting member 1127, the beam and column connecting member 1128, the beam and column connecting member 1129, the beam and column connecting member 1130, the beam and column connecting member 11'31, and the beam and column connecting member 1126, respectively.
  • the fifth connecting beam 1159, the fourth connecting beam 1160, the sixth connecting port 1161, and the fifth connecting beam 1156 are inserted into the fixed fourth connecting piece 1163, the sixth connecting piece 1164, and the fifth connecting piece 1165.
  • the fifth turn connector 1165 includes an integrally formed fourth turn connector body 1174, a fourth beam connector 1175 that projects obliquely upward from the fourth jaw connector body 1174, and is connected from the fourth jaw.
  • Two adjacent sides of the body 1174 project in a horizontal direction with two U-shaped fourth side beam support joints 1176, a fourth side beam support joint 1177, and a fourth side beam support joint of the fourth joint body 1174 1176.
  • the fourth side beam support joint 1177 is located on both sides of the fourth beam joint 1175, and the fourth side beam support joint 1176 and the fourth side beam support joint 1177 protrude from the fourth joint body 1174 in a direction equal to 90°.
  • the fourth turn connector 1163 and the fifth turn connector 1165 are symmetrical about the vertical plane of the center position.
  • the sixth cymbal connector 1164 is different from the fourth cymbal connector 1163 in that two sixth side sill support joints 1178 and a sixth side sill support joint 1179 are connected from the sixth shackle joint body 1180.
  • the opposite sides are convex and distributed on the same straight line.
  • the fifth ⁇ connector 1162, the sixth ⁇ connector 1167, and the fourth ⁇ connector 1166 are respectively vertical with respect to the central position of the fourth ⁇ connector .1163, the sixth ⁇ connector 1164, and the fifth ⁇ connector 1165 Symmetrical.
  • the building frame structure further includes a side sill 1169 supporting the side sill supporting joint soil fixed to the fourth ⁇ connecting member 1163 and the sixth ⁇ connecting member 1164, and supporting and fixing the side of the sixth ⁇ connecting member 1164 and the fifth ⁇ connecting member 1165
  • the side beam 1170 on the beam supporting joint supports the side beam 1171 fixed on the side beam supporting joint of the fifth connecting piece 1165 and the fourth connecting piece 1166, and the supporting circumference is fixed on the fourth connecting piece 1166, the sixth one.
  • the side sill 1172 of the side sill support joint of the connecting member 1167 supports the side sill 1173 fixed to the sixth ⁇ connecting member 1167 and the fifth ⁇ connecting member 1162.
  • the building frame structure further comprises an upper column plug joint which is respectively inserted and fixed to the beam and column connecting member 1126, the beam and column connecting member 1127, the beam and column connecting member 1128, the beam and column connecting member 1129, the beam and column connecting member 1130, and the beam and column connecting member 1131.
  • the upper column 1132, the column 1133, the column 1134, the column 1135, the column 1136, the column 1137, the lower column plug connector is inserted and fixed to the column 1132, the column 1133, the column 1134, the column 1135, the column 1136, the column 1137 Connector 1138, beam and column connector 1139, beam and column connector 1140, beam and column connector 1141, beam and column connector 1142, beam and column connector 1143.
  • the structure of the connector 1138 is the same as that of the embodiment 38.
  • the structure of the beam-column joint 1143 is the same as that of the embodiment 40.
  • the beam-column joint 1141 is symmetrical with the beam-to-column joint 1139 with respect to the horizontal plane of its central position.
  • the joint 1 141 is symmetrical about the horizontal plane of its center position.
  • the building frame structure further comprises a beam 1 150 supported by the beam-column joint 1 138 and the two horizontal support joints opposite to the beam-column joint 1 139 and parallel to the horizontal plane.
  • the support is fixed to the beam-column joint 1139, the beam-column joint 1 140
  • the cross member 1 151 of the two horizontal support joints parallel to the horizontal plane is supported by the beam 1 1 52 which is parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1 140 and the beam-column joint ⁇ 41. , the support is fixed on the beam-column joints..
  • the two horizontal support joints of the beam-column joints 1 142 are parallel to the horizontal plane beam 1 153, the support is fixed on the beam-column joints 1 142, the beam-column joints 1
  • the transverse beam 1154 parallel to the horizontal plane on the two opposite horizontal support joints 143 supports the beam 1 155 which is fixed to the horizontal joints of the beam-column joints 1 143 and the beam-column joints 1 1 38 and which are parallel to the horizontal plane.
  • the beam-connecting member 1 139, the beam-column connecting member 1 140, the beam-column connecting member 1 141, the beam-column connecting member 1 142, the beam-column connecting member 1 143, and the connecting beam connector of the beam-column connecting member 1 138 are fixedly inserted and fixed Connecting beam, connecting joint fixed with connecting beam, structure of side beam supported on concrete connecting piece and connecting structure of beam and column 1 126, beam connecting piece 1 127, beam connecting piece 1 128, beam
  • the column connecting member 1 129, the beam connecting member 100, the connecting beam connector of the beam connecting member 1 131 is inserted into the fixed connecting beam, the connecting member fixedly connected with the connecting beam, and the side supported on the connecting member
  • the structure of the beam is the same. + .
  • the connecting beam, the yoke joint and the beam-and-column joint corresponding to each of the beam-column joints are formed into a unitary structure.
  • the structure of the beam-column joint 1202 is the same as that of the embodiment 50.
  • the structure of the beam-column joint 1201 is the same as that of the embodiment 49.
  • the beam-column joint 1200 is symmetrical with the beam-column joint 1202 about the horizontal plane of its center position.
  • the beam-column connector 1205, the beam-column connector 1204, the beam-column connector 1203, and the beam-column connector 1200, the beam-column connector 1201, and the beam-column connector 1202 are symmetrical about a horizontal plane of their center position.
  • the building frame structure further comprises a side beam 1212 supported on the side beam support joint of the beam-column joint member 200, the beam-column joint member 1201, and the side beam support supported by the beam-column joint member 1201 and the beam-column joint member 1202.
  • the side beam 1213 on the joint supports the side beam 1214 fixed on the side beam support joint of the beam-column joint member 12.02 and the beam-column joint member 1203, and supports the side beam support fixed on the beam-column joint member 1203 and the beam-column joint member 1204.
  • the side beam 1215 on the joint supports the side beam 1216 fixed on the side beam support joint of the beam-column joint member 1204 and the beam-column joint member 1205, and supports the side-beam support of the beam-column joint member 1205 and the beam-column joint member 1200.
  • Side rail 1217 on the joint supports the side beam 1216 fixed on the side beam support joint of the beam-column joint member 1204 and the beam-column joint member 1205, and supports the side-beam support of the beam-column joint member 1205 and the beam-column joint member 1200.
  • Side rail 1217 on the joint supports the side beam 1216 fixed on the side beam support joint of the beam-column joint member 1204 and the beam-column joint member 1205, and supports the side-beam support of the beam-column joint member 1205 and the beam-column joint member 1200.
  • the structure of the beam-column joint 1223 is the same as that of the embodiment 45.
  • the structure of the beam-column joint 1222 is the same as that of the embodiment 47.
  • the beam-column joints 12 ⁇ 8 and the beam-column joints 1223 are symmetrical about the horizontal plane of their central position.
  • Beam-column joints 1219, beam-column joints 1220—one with beam-column joints 1223, beam-column joints 1222, beam-column joints 1221 are symmetrical about the horizontal plane of their central position.
  • the building frame structure further includes a side beam 1230 supporting the side beam support joint fixed to the beam-column joint 1218 and the beam-column joint 1219, and the support is fixed on the side beam support joint of the beam-column joint 1219 and the beam-column joint 1220.
  • the side beam 1231 supports the side beam 1232 fixed on the beam-column joint 1220 and the side beam support joint of the beam-column joint 1221, and is supported and fixed on the side beam support joint of the beam-column joint 1221 and the beam-column joint 1222.
  • the side beam 1233 supports the side beam 1234 fixed on the side beam supporting joint of the beam connecting member 1222 and the beam connecting member 1223, and is supported and fixed on the side beam supporting joint of the beam connecting member 1223 and the beam connecting member 1218.
  • Side beam 1235 supports the side beam 1234 fixed on the side beam supporting joint of the beam connecting member 1222 and the beam connecting member 1223, and is supported and fixed on the side beam supporting joint of the beam connecting member 1223 and the beam connecting member 1218.
  • the building frame structure includes a column 1250, a column 1251, a column 1252, a column 1253, a column 1254, a column 1255, a column 1256, which are arranged counterclockwise along eight corners of the octagonal shape and are perpendicular to the horizontal plane.
  • the column 1257 is respectively inserted and fixed on the column 1250, the column 1251, the column 1252, the column 1253, and the column
  • Column 1254, column 1255, column 1256, column 1257 have the same structure of beam and column connector 1258, beam and column connector 1259, beam and column connector '1260, beam and column connector 1261, beam and column connector 1262, beam and column connector 1263, beam and column connector 1264, beam and column connector 1265.
  • the beam-column joint 1258 is the same as the embodiment 44.
  • the building frame structure further includes a beam 1306 supported on the two horizontal support joints opposite to the beam-column joint 1258 and the beam-column joint 1259.
  • the support is fixed at two levels opposite to the beam-column joint 1259 and the beam-column joint 1260.
  • the beam 1307 on the support joint supports the beam 1308 fixed on the beam-column joint 1260 and the two horizontal support joints opposite to the beam-column joint 1261, and the support is fixed on the opposite sides of the beam-column joint 1261 and the beam-column joint 1262.
  • the beam 1309 on the horizontal support joint supports the beam 13 10 fixed on the two horizontal support joints of the beam-column joint 1262 and the beam-column joint 1263, and the support is fixed to the beam-column joint 1263, the beam-column joint 1264
  • the beam 131 on the two horizontal support joints supports the beam ⁇ 12 fixed on the two horizontal support joints of the beam-column joint 1264 and the beam-column joint 1265, and the support is fixed on the beam-column joint 1265, the beam
  • the column connectors 1258 are opposite beams 1313 on the horizontal support joints.
  • the building frame structure further includes a beam and column connecting member 1258, a beam and column connecting member 1259, a beam and column connecting member 1260, a beam and column connecting member 1261, a beam and column connecting member 1262, a beam and column connecting member 1263, a beam and column connecting member 1264, and a beam.
  • the connecting beam plug connector of the column connecting member 1265 is inserted into the fixed fourth connecting beam 1266, the fifth connecting beam 1267, the fourth connecting beam 1268, the fifth connecting beam 1269, the fourth connecting beam 1270, and the fifth connecting beam 1271.
  • the fourth connecting beam 1272 and the fifth connecting beam 1273 are respectively connected to the fourth connecting beam 1266, the fifth connecting beam 1267, the fourth connecting beam 1268, the fifth connecting beam 1269, the fourth connecting beam 1270, and the fifth connecting beam 1271.
  • ⁇ 4 connection beam 1272, fifth connection beam 1273 is inserted into fixed fourth ⁇ connector 1274, 'fifth ⁇ connector 1275, fourth ⁇ connector 1276, fifth ⁇ connector 1277, fourth ⁇ connector 1278
  • the structure of the fourth turn connector 1274 differs from the structure of the fourth turn connector in the embodiment 85 in that the angle of the two fourth side beam joints is equal to 135 °.
  • the architectural frame structure further includes a side sill 1282 supporting the side sill support joints fixed to the fourth splicing connector 1274 and the fifth splicing connector 1275, and the support is fixed to the fifth ⁇ connecting member 1275 and the fourth ⁇ connecting member 1276.
  • the side beam 1283 on the side beam supporting joint supports the side beam 1284 fixed on the side beam supporting joint of the fourth connecting piece 1276 and the fifth connecting piece 1'277, and the supporting and fixing is fixed on the fifth connecting piece 1277
  • the first The side beam 1285 on the side beam supporting joint of the four-way connecting piece 1278 supports the side beam 1286 fixed on the side beam supporting joint of the fourth connecting piece 1278 and the fifth connecting piece 1279
  • the supporting solid is set in the fifth
  • the side beam 1287 on the side beam supporting joint of the connecting member 1279 and the fourth connecting piece 1280 supports the side beam 1288 fixed on the side beam supporting joint of the fourth connecting piece 1280 and the fifth connecting piece 1281, and supports A side rail 1289 is attached to the side sill support joint of the fifth ⁇ connector 1288 and the fourth ⁇ connector 1274.
  • the building frame structure further comprises a plug joint fixed to the beam-column joint 1258, the beam-column joint 1259, the beam-column joint 1260, the beam-column joint 1261, the beam-column joint 1262, the beam-column joint 1263, the beam-column joint 1264, the column 1290, the column 1291, the column 1292, the column 1293, the column 1294, the column 1295, the column 1296, the column 1297, and the lower column plug connector on the upper column plug connector of the beam-column joint 1265 are inserted and fixed on the column 1290, the column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, beam and column connection 1298 on column 1297, beam-column connector 1299, beam-column connector 1300, beam-column connector 1301, beam-column connector 1302.
  • the structure of the beam-column joint 1298. is the same as that of the embodiment 71. .
  • the connecting beam plug connector is inserted into the fixed connecting beam, the connecting piece which is inserted into the connecting beam, and the side beam supporting and fixed on the connecting piece
  • the connecting beam plug connector of the beam-column connector 1265 is inserted into the fixed connecting beam, and the connecting member fixedly connected to the connecting beam, and the side beam supported on the side beam supporting joint fixed on the connecting member has the same structure.
  • the building frame structure includes a counter-clockwise and two-symmetrical bottom layer connecting member 1350 along the four diagonal positions of the rectangle, the bottom layer connecting member 1352, the bottom layer connecting member 1358, and the bottom layer connecting member 1356.
  • the bottom layer connecting member 1351 of the central position of the bottom connecting member 1352 is distributed, and the bottom connecting member 1354 is distributed at the bottom position of the bottom connecting member 1355 and the bottom connecting member 1353, and is distributed on the bottom connecting member 1356 and the bottom connecting member. 1358
  • the structure of the bottom layer connector 1356 is the same as that of the embodiment 1.
  • the structure of the bottom layer connector 1354 is the same as that of the third embodiment.
  • the structure of the bottom layer connector 1355, the bottom layer connector 1351, the bottom layer connector 1357, and the bottom layer connector 1353 is the same as that of the second embodiment.
  • the bottom connector 1350 is symmetrical with the bottom connector 1356 about the horizontal plane of its center position.
  • the bottom layer connector 1357 is symmetrical with the bottom layer connector 1351 about the horizontal plane of its center position.
  • the bottom layer connector 1358, the bottom layer connecting member 1353, and the bottom layer connecting member 1352 are respectively symmetrical with the bottom layer connecting member 1356, the bottom layer connecting member 1355, and the bottom layer connecting member 1350.
  • the building frame structure also includes a planar beam connector 1360 that is symmetrical about its central location, a planar beam connector 1359.
  • the plane beam connector 1360 includes a plane beam connector body 1524, three beam plug connectors 1526, beam plug connectors 1527, and beam inserts that protrude from the plane beam connector body in a horizontal direction and are perpendicular to each other. Connector 1528.
  • the structure of the beam plug connector is the same as that of the column plug connector of the embodiment 7.
  • Interconnected with the plane beam connector 1360 Fixed beam 1363, 'beam 1364, beam 1365.
  • the beam connector of the flat beam connector 1359 is fixed to the beam 1364.
  • the other two beam plug connectors of the plane beam connector 1359 are inserted into the fixed beam 1367 and the beam 1368.
  • the other ends of the beam 1365 and the beam 1363 are respectively supported and fixed on the two horizontal support joints of the bottom joint 1355 and the bottom joint 1350'.
  • the other ends of the beam 1367 and the beam 1368 are respectively supported on two horizontal support joints opposite to the bottom joint 1351 and the bottom joint 1354.
  • the building frame structure further includes a beam 1361 supporting the two horizontal support joints fixed to the bottom joint member 1350 and the bottom joint member 1351, and the support is fixed on the two horizontal support joints of the bottom joint member 1351 and the bottom joint member 1352.
  • the beam 1362 supports the beam 1369 fixed on the two horizontal support joints opposite to the bottom joint member 1352 and the bottom joint member 1353, and supports the beam fixed on the two opposite horizontal joints of the bottom joint member 1353 and the bottom joint member 1354.
  • the building frame structure further includes a bottom portion connecting member 1350, a bottom layer connecting member 1351, a bottom layer connecting member 1352, a bottom layer connecting member 1353, a bottom layer connecting member 1354, a bottom layer connecting member 1355, a bottom layer connecting member 1356, a bottom layer connecting member 1357, and a bottom layer.
  • the structure of the beam-column joint ⁇ 88 is the same as that of the seventh embodiment.
  • the beam-column joint 1387 is symmetrical with the beam-column joint 1388 about the vertical plane of its central position.
  • the beam-column joint 1386 is symmetrical with the beam-column joint 1387 about the vertical plane of its central position.
  • the beam-column joint 1389 is symmetrical with the beam-column joint 1388 about the vertical plane of its center position. .
  • planar beam connector 1396 that is symmetrical about its central location, a planar beam connector 1392.
  • the structure of the planar beam connector 1396 is the same as that of the planar beam connector 1360. 13% plug-in with the plane beam connector.
  • the beam connector 3392 of the plane beam connector 1392 is fixed to the beam 1397.
  • the other two beam plug connectors of the flat beam connector 1392 are inserted into the fixed beam 1391, beam 393.
  • the other ends of the beam 1395 and the beam 1398 are respectively supported and fixed on the two horizontal support joints of the beam-column joint 1389 and the beam-column joint 1386.
  • the other ends of the beam 1 391 and the beam 1393 are respectively supported and fixed on the two horizontal support joints of the beam-column joint 1387 and the beam-column joint 1388.
  • the utility model further comprises a beam 1390 supported on two horizontal support joints fixed to the beam-column joint 1386 and the beam-column joint 1387.
  • the support is fixed on the two horizontal support joints of the beam-column joint 1388 and the beam-column joint 1389.
  • the beam 1364 is not on the same vertical plane as the beam 1397 and is not on the same level.
  • a post 1399, a post 1400, a post 1401, and a post 1402 that are plugged and fixed to the beam and column connector 1386, the beam and column connector 1387, the beam and column connector 1388, the beam and column connector 1389.
  • the utility model further comprises a beam-column connection member 1413 which is respectively inserted and fixed on the column 1399, the column 1400, the column 1379, the column 1 380, the column 1401, the column 1402, the column 1383, the column 1384, the column 1385 and is placed on the same plane, and the beam-column connection A member 1414, a beam-and-column joint member 415, a beam-column joint member 1416, a beam-column joint member 1417, a beam-column joint member 1418, a beam-column joint member 1419, a beam-column joint member 1420, and a beam-column joint member 1421.
  • the structure of the beam-column joint member 1313 and the beam-column joint member 1415 is the same as that of the embodiment 7.
  • the structure of the beam-column joint member 1414, the beam-column joint member 1416, and the beam-column joint member 1418 is the same as that of the eighth embodiment.
  • the structure of the beam-column joint 1417 is the same as that of the embodiment 9.
  • the structure of the beam-column joint 1419 is the same as that of the embodiment 33.
  • the structure of the beam-column joint 1420 is the same as that of the embodiment 32.
  • the beam-column joint 1421 and the beam-column joint 1419 are symmetrical about the horizontal plane of their center position.
  • planar beam connector 1410 a planar beam connector 1405 that is symmetrical about its central location.
  • the structure of the flat beam connector 1410 is the same as that of the plane beam 'plug connector. 1360.
  • a fixed beam 1409, a beam 1412, and a beam 1406 are inserted into the plane beam connector 1410.
  • the beam plug connector of the plane beam connector 1405 is fixed to the beam 1406.
  • the other two beam plug connectors of the plane beam connector 1405 are inserted into the fixed beam 1404 and the beam 1407.
  • the other ends of the beam 1404 and the beam 1407 are respectively supported and fixed on the two horizontal support joints of the beam-column joint 1414 and the beam-column joint 1417.
  • the other ends of the beam 1409 and the beam 1412 are respectively supported and fixed on the two horizontal support joints of the beam connecting member 1418 and the beam connecting member 1413.
  • the beam ⁇ 97 and the beam 1406 are not on the same vertical plane and are not on the same level. .
  • the support is fixed to the beam on the two horizontal support joints of the beam-column joint 1413 and the beam-column joint 1414
  • the support is fixed to the beam on the two horizontal support joints of the beam-column joint 1415 and the beam-column joint 1416
  • the support is fixed on the beam-to-column joint 1416: the beam 1424 on the two horizontal support joints opposite to the beam-column joint 1417.
  • the support is fixed on the two horizontal support joints of the beam-column joint 1416 and the beam-column joint 1421.
  • the beam 1425 supports the beam fixed on the beam-column joint 1420 and the two horizontal support joints opposite to the beam-column joint 1421.
  • the support is fixed on the beam of the beam-column joints 141.7, the two horizontal support joints of the beam-column joints 1420
  • the support is fixed on the beam of the beam-column joints 1418, the two horizontal support joints of the beam-column joints 1419
  • the utility model further comprises: respectively inserting and fixing the beam and column connecting member 1413, the beam and column connecting member 1414, the beam and column connecting member 1415, the beam and column connecting member 416, the beam and column connecting member 1417, the beam and column connecting member 1418, and the beam and column connecting member 1419.
  • the beam-column joints 1439, the beam-column joints 1440 which are respectively fixed and fixed on the column 1430, the column 1431, the column 1432, the column 1433, the column 1434, the column 1435, the column 1436, the column 1437, the column 1438 and placed on the same horizontal plane, Beam-column joints 1441, beam-column joints 1442, beam-column joints 1443, beam-column joints 1444, beam-column joints 1445, beam-column joints 1446, beam-column joints 1447.
  • the structure of the beam-column joint 1439 and the beam-column joint 1441 is the same as that of the fourth embodiment.
  • the structure of the beam-column joint 1440, the beam-column joint 1442, and the beam-column joint 1444 is the same as that of the fifth embodiment.
  • the structure of the beam-column joint 1443 is the same as that of the sixth embodiment.
  • the structure of the beam-column joint 1445 is the same as that of the embodiment 34.
  • the structure of the beam-column joint 1446 is the same as that of the embodiment 35.
  • the beam-column joint 1447 is symmetrical with respect to the horizontal plane of the beam-column joint 1445. ' .
  • the beam 1450 on the member 1442 supports the beam 145 1 fixed on the beam connecting member 1443 and the beam connecting member 1440.
  • the beam 1452 supported on the beam connecting member 1439 and the beam connecting member 1444 is supported and fixed on the beam.
  • the column connecting member 1444, the beam connecting member 1443 ⁇ the beam 1453 supports the beam 1454 fixed on the beam-column joint member 1443, the beam-column joint member 1442, and is supported and fixed on the beam-column joint member 1442 and the beam-column joint member 1447.
  • the beam 1455 supports the beam 1456 fixed on the beam-column joint member 1443 and the beam-column joint member 1446, and supports the beam 1457 fixed on the beam-column joint member 1444 and the beam-column joint member 1445.
  • the support is fixed to the beam-column joint member 1445.
  • 5 supports the beam 1459 fixed to the beam-column joint 1446 and the beam-column joint 1447.
  • the building frame structure further includes a second connecting beam 1491 and a third connecting piece respectively connected to the beam-column connecting member 1445, the beam-column connecting member 1446, and the beam-and-column connecting member M47.
  • the beam 1492, the first connecting beam 1493, and the second connecting beam 1491, the third connecting beam 1492, the first connecting beam 1493 are fixedly connected to the second connecting piece 1494, the third connecting piece 1495, and the first connecting piece 1496.
  • the first ⁇ connector 14% includes an integrally formed first ⁇ connector body 1530, a square tube that protrudes horizontally from two sides adjacent to one side of the first ⁇ connector body 1530.
  • the second jaw connector 1494 is symmetrical with respect to the vertical plane of the first jaw connector 1496 about its central position.
  • the third cymbal connector 1495 is different from the first cymbal connector 1496 in that the third cymbal connector includes two protrusions on the opposite sides of the third cymbal connector body 1533.
  • the three-side beam support joint 1 534, the third side rail support joint 1535, the third side rail support joint 1534, and the third side rail support joint 1535 are collinear. .
  • the building frame structure further includes a side sill 1497 supporting the side sill supporting joint soil fixed to the second splicing joint 1494 and the third splicing joint 1495, and the support is fixed to the side of the third ⁇ joint member 1495 and the first ⁇ joint member 1496
  • the beam supports the side rail 1498 on the joint.
  • the building frame structure further includes a square tube-shaped ninth connecting beam 1471, which is respectively fixed to the connecting beam connector of the beam-column connecting member 1419, the beam-column connecting member 1420, and the beam-column connecting member 1421. Eleven connecting beam 1472, seventh connecting beam 1473, ninth connecting piece 1474, eleventh connecting piece 1475, seventh connecting piece 1476, first side column 1481, third side column 1480, second side column 1479.
  • the seventh turn connector 1476 includes an integrally formed seventh turn connector body 1536, and a square tubular beam projection projecting horizontally from the two sides adjacent to the seventh turn connector body 1536.
  • the eleventh link 1475 includes an integrally formed eleventh link body 1540, two U-shaped protrusions extending from the opposite sides of the eleventh link 1540 in the horizontal direction.
  • Side rail support joints 1541, 1542 a square tubular shape projecting horizontally from one side of the eleventh joint body 1540 adjacent to both sides of the convex side rail support joints 1541, 1542 a beam plug connector 1543, a square tube-shaped side post connector 1544 protruding upward from a top surface of the eleventh link body 1540;
  • the first side beam and column connector 1484 includes an integrally formed first side beam column connector body 1545, which is protruded from the two sides adjacent to the first side beam column connector body 1545 in a horizontal direction.
  • a square tubular beam plug joint 1546 and a U-shaped side rail support joint 1547 are protruded from the bottom surface of the first side pillar joint body 1545 in a vertical direction with a square tubular side pillar plug joint 1548.
  • the third side beam column connector 1483 includes an integrally formed third side beam column connector body 1 549 protruding from the opposite sides of the third side beam column connector body 1 549 in a horizontal direction.
  • the two U-shaped side beam support joints 1550 and the side beam support joints 1 551 are square tube-shaped side upright plug connectors 1552 protruding downward from the bottom surface of the third side beam joint body 1549 in the vertical direction.
  • the ninth ⁇ joint 1474 and the seventh ⁇ joint 1476. are symmetrical about a vertical plane of its central position: the second side sill joint 482 and the first side sill joint 1484 are vertically aligned about its center position Symmetrical.
  • the ninth connecting piece 1474, the eleventh connecting piece 1475, and the seventh connecting piece 1476 are respectively inserted and fixed with the ninth connecting beam 1471, the eleventh connecting beam 1472, and the seventh connecting beam 1473.
  • a side rail 1478 is supported on the side rail support joint opposite the seventh jaw connector 1476 and the eleventh jaw connector 1475.
  • a side rail 1477 is supported on the side rail support joint of the eleventh joint 1475 and the ninth joint 1474.
  • a second side upright 1479, a third side upright 1480, and a first side upright 1481 are inserted and fixed to the side post connector of the ninth joint 1474, the eleventh joint 1475, and the seventh joint 1476.
  • a side beam 1490 arrayed in a vertical direction from the seventh connecting beam 1473 in a vertical direction is inserted and inserted on the beam plug joint of the first side beam connecting member 1484; a beam plug joint in the second side beam connecting piece 1482
  • the upper plug is fixed with a side 1486 that is arrayed from the bottom to the top in the vertical direction with the ninth connecting beam 1471.
  • the first side beam connecting member 1484, the third side beam connecting piece 1448, and the second side beam connecting piece 1482 are respectively fixed and fixed to the first side column 1481, the third side column 1480, and the second side. Side column 1479.
  • a side beam 1489 is supported and fixed on the side beam support joint of the first side beam column connecting member 1484 and the third side beam column connecting piece 1483; the third side beam column connecting piece 1483 and the second side beam column connecting piece 1482 Side rails 1488 are secured to the opposing side rail support joints.
  • the side beam 1486 is welded and fixed to the column 1436, and the side beam 1490 is welded and fixed to the column 1438.
  • the building frame structure further includes a first beam attachment member 1466, a second beam attachment member 1470, and a third beam attachment member 1468;
  • the first beam attachment member 1466 is a prayer piece, and includes a block-shaped suspension portion 1500 supported on the support beam, and a block shape extending vertically downward from the bottom surface of the suspension portion 1500.
  • the connecting portion 1501 is disposed on a side of the connecting portion 1501 that faces away from the hanging portion 150.
  • the beam plug connector comprises two horizontally-arranged U-shaped blocks 1503, U-shaped blocks 1504 extending vertically from the side of the connecting portion facing away from the hanging portion, and opening toward the sides, in the U-shaped block 1503, U
  • a circular table 1505 is disposed on the bottom plane of the U-shaped groove of the block 1504, and a reinforcing rib 1506 is connected between the circular table 1505, and a threaded through hole 1507 is provided in each of the circular table 1505.
  • the second beam attachment 1470 is symmetrical with the first beam attachment 1466 about the vertical plane of its center position.
  • the third beam attachment member 1468 is a casting member including a suspension portion 1508 supported on the support beam, and a symmetrical one is vertically extended from the bottom surface of the suspension portion 15t) 8
  • the connecting portion 1509 and a second connecting portion 1510, the beam plug connector 151 1 disposed on the side of the first connecting portion 1509 facing away from the hanging portion 1508 is disposed on the back
  • the first connecting portion 1509, the hanging portion 1508, and the second connecting portion 1510 form a U-shaped through groove 1513 having an opening downward; the structure of the beam plug connector 15 1 1 is the same as that of the beam plug connector of the first beam connector 1466 of the beam. . '
  • the utility model further includes a cross member 1467 fixed between the first beam attachment member 1466 and the third beam attachment member 1468, and the two ends are inserted and fixed between the third beam attachment member 146 and the second beam attachment member 1470.
  • the beam 1469; the first beam attachment 1466, the third beam attachment 1468, and the second beam attachment 1470 are respectively suspended on the beam 1457, the beam 1456, and the beam 1455.
  • the building frame structure further includes a fourth beam attachment member 1460, a fifth beam attachment member 1462, a sixth beam attachment member 1463, and a seventh beam attachment member 1461;
  • the fifth beam attachment member 1462 is a casting member, and includes a hanging portion 1514.
  • a connecting portion 1515 which is vertically extended from one side of the hanging portion 1514 and is bent downward is disposed at the connection.
  • the beam plug connector 1516 on the downward facing end surface of the portion 151 is an upper vertical plug connector 151.7 that is inserted into the vertical support column of the armrest.
  • At the bottom of the suspension portion 1 514 is provided a U-shaped through groove 1 51 8 with an opening facing downward.
  • the beam plug connector 1516 includes a square tubular projection extending upward from the end surface of the vertical connecting portion, and the upper vertical plug connector 1517 includes a stepped annular ring from the top surface of the vertical hanging portion.
  • the fourth beam attachment member 1460 is a casting member, including a hanging portion 15 19, and a connecting portion 1520 which is vertically upwardly extended from the top surface of the hanging portion 151 9 and is bent upward is disposed at The beam insertion joint 1521 on the upward end surface of the connecting portion 1520 and the upper vertical insertion joint 1522 that is inserted into the vertical support column of the armrest.
  • the beam plug connector 1521 includes a square tubular projection extending upward from the top surface of the vertical connecting portion 1520.
  • At the bottom of the hanging portion 1519 is provided a meandering through groove 1523 with an opening facing downward.
  • the beam plug connector 1521 includes a square tubular projection extending upward from the end surface of the vertical connecting portion 1520, and the upper vertical plug connector 1522 includes a stepped annular boss of the top surface of the vertical hanging portion 1519.
  • the seventh beam attachment member 146.1 is symmetrical with the fourth beam attachment member 1460 about the vertical plane of its center position.
  • the structure of the sixth beam attachment member 1463' is symmetrical with respect to the vertical plane of the fifth beam attachment member 1462 with respect to its center position.
  • the utility model further comprises a support beam 1553 which is fixedly inserted into the beam plug joint of the fourth beam connecting member 1460 and the fifth beam connecting member 1462; the two ends and the sixth beam connecting member 1463 and the seventh beam connecting member 1461 A fixed support beam 1554 is inserted.
  • the fourth beam hitch 1460, the seventh beam hitch 1461 are hung on the beam 1364, the fifth beam hitch 1462, the sixth beam hitch .1463 is hung on the beam 1397;
  • a first stair handrail 1464 is mounted on the upper vertical joint of the piece ⁇ 460 and the fifth beam hitch 1462, and a second stair handrail is mounted on the upper vertical joint of the sixth beam hitch 1463 and the seventh beam hitch 1461 65. .
  • the beams installed on all the bottom connectors and all the beam-column joints are H-shaped steel, the ends of the beams are machined into a T-shape, and the horizontal portion of the T-shaped end of the beam is directly supported on the top of the limit projection. The vertical portion is received in the receiving groove.
  • the mounting method of mounting the first beam attachment 1466, the second beam attachment 1470, and the third beam attachment 1468 to the corresponding beam includes: inserting one end of the beam 1467 with the first beam attachment 1466 Then, the other end of the beam 1467 is movably inserted into the third beam attachment member 1468, and the third beam attachment member 1468 is movably inserted into one end of the beam 1469, and the other end of the beam 1469 and the second beam attachment member are connected. 1470 is actively inserted, and then the first beam attachment 1466, the third beam attachment 1468, the second beam attachment 1470 are suspended and fixed to the corresponding beam 1457, beam 1456, beam 1455 by welding or fasteners. The required position, the final adjustment beam 1467 and the first beam attachment member 1466, the third beam attachment member 1468 relative to each other fixed position, the adjustment beam 1469 and the second beam attachment member 1470, the third beam attachment member 468 The relative position is fixed afterwards.
  • the installation and installation methods of the connecting beam, the connecting piece and the side beam include:
  • the second connecting beam 1491, the third connecting beam 1492, and the first connecting beam 1493 are respectively inserted and fixed with the connecting beam connector of the beam-column connecting member 1445, the beam-column connecting member 1446, and the beam-column connecting member 1447;
  • the side beam 1497. is supported and fixed to the side beam supporting joint opposite to the second connecting piece 1494 and the third connecting piece 1495.
  • the side of the side beam 1498 opposite to the third connecting piece 1495 and the first connecting piece 1496 The beam support joint is fixed.
  • the installation and installation methods of the connecting beam, the sill joint, the side sill, the side sill, and the side sill joint include:
  • the ninth connecting beam 1471, the eleventh connecting beam 1472, the seventh connecting beam 1473 and the beam-column connecting member 1419, the beam-column connecting member 1420, and the connecting beam plug connector of the beam-column connecting member 1421 are inserted and fixed;
  • the side beam 1478 is supported and fixed on the side beam supporting joint opposite to the seventh connecting piece 1476 and the eleventh connecting piece 1475; the side beam 1477 is supported and fixed on the eleventh connecting piece 1475 and the ninth piece.
  • the side rails of the connecting member 1474 are supported on the joint;
  • the first side beam connecting member 1484, the third side beam connecting piece 1448, and the side beam connecting piece 1482 are respectively connected to the first side column 1481, the third side column 1480, and the second side.
  • the side pillar 1479 is fixedly inserted; in the sixth step, one end of the side beam 1490 is fixedly connected with the beam plug joint of the first side pillar joint 1484, and the other end of the side beam is welded and fixed to the pillar 1436; the side beam] 489 Supporting and fixing the side beam support joint opposite to the first side beam column connecting member 1484 and the third side beam column connecting member .1483; connecting the side beam 1488 with the third side beam column connecting member 1483' and the second side beam column
  • the opposite side rail support joints of the piece 1482 are supported and fixed; one end of the side beam 1486 is fixedly coupled to the beam plug joint of the second side pillar joint 1482, and the other end of the side beam 1486 is welded and fixed to the column 1438.
  • the beam mounting member, the supporting beam, and the stair railing installation method include:
  • the two ends of the support beam 1553 are movably inserted into the beam plug joints of the fourth beam hitch 1460 and the fifth beam hitch 1462; the two ends of the support raft 1554 and the sixth beam mount 1463 and the seventh
  • the beam attachment member 1461 is movably inserted; the fourth beam attachment member 1460 and the seventh beam attachment member 1461 are suspended from the required position of the beam 1364 and fixed by screws with the beam 1364, and the fifth beam attachment member 1462 is attached.
  • the sixth beam attachment 1463 is suspended from the desired position of the beam 1397 and secured to the beam 1397 by screws:
  • the relative positions of the support beam 1 553 and the fourth beam attachment member 1460 and the fifth beam attachment member 1462 are adjusted and fixed by screws; the support beam 1554 and the sixth beam attachment member 1463 and the seventh beam attachment member 1461 are adjusted. Relative position and fixed by screws;
  • a first stair handrail 1464 is mounted on the upper vertical joint of the fourth beam attachment 1460 and the fifth beam attachment member 1462, on the upper vertical joint of the sixth beam attachment member 1463 and the seventh beam attachment member 1461. Install the second stair railing 1465.
  • Example 89
  • the building frame structure further includes a mortise connector 1599, a mortise connector 1601, a mortise connector 1604, a mortise connector 1583, a mortise connector 1584, and a cymbal.
  • the ⁇ connector 160 includes an integrally formed mortise connector body 1606, and two square tubular beam connectors 607 that horizontally protrude from the adjacent sides of the mortise connector body 1606. Beam plug connector 1608. As shown in FIG.
  • the mortise insert 1601 includes an integrally formed mortise insert body 1609, three square tubular beam plug joints 1610 that horizontally project the mortise insert body 1609 from adjacent sides, and a beam plug joint. 161 1. Beam plug connector 1612. The mortise insert 1599 is symmetrical with the mortise insert 1604 about the vertical plane of its center position.
  • the mortise insert 1585 includes an integrally formed mortise insert body 1613, two square tubular beam plug joints 1614 that horizontally project the mortise insert body 1613 from adjacent sides, and a beam plug joint. 1615, a side post connector 1616 that protrudes vertically upward from above the mortise insert body 1613.
  • the mortise insert 1584 includes an integrally formed mortise insert body 1617, three beam plug connectors i 618 that are horizontally projecting from the adjacent sides, and a beam plug joint. 1619
  • the beam plug connector 1620 is a side pillar plug connector 1621 protruding vertically upward from the top of the mortise connector body 1617.
  • the mortise insert 1583 is symmetrical with the mortise insert 1585 about the vertical plane of its center position.
  • the connector 1594 includes an integrally formed ferrule body 1622, two square tubular beam connectors 1623 that horizontally protrude from the adjacent sides, and a beam connector 1624.
  • the side post connector 1625 protrudes vertically downward from the lower side of the splicing body 1622.
  • the mortise insert 1593 includes an integrally formed cymbal plug body 1626, two beam plug connectors 1627 and a beam plug connector 1628 that horizontally protrude from the opposite sides of the gusset body 1626.
  • a side post connector 1629 projecting vertically downward from the bottom surface of the mortise insert body 1626.
  • the mortise insert 1592 is symmetrical with the mortise insert 1594 about the vertical plane of its center position.
  • the connecting beam 1598 and the side beam 1600 are inserted into the beam plug connector of the ram connector 1599; the truss connector 1601 is inserted and fixed together with the side beam 1600, and the mortise connector 1601
  • the other two beam plug connectors are inserted into the fixed connecting beam 1602, the side beam 1603; a 3 ⁇ 4 plug connector and the side beam 1603 are inserted and fixed together with the connecting piece 1604, and the other beam insert of the connecting piece 1604
  • the joint is bolted to the fixed connecting beam 1605.
  • the connecting beam 1598, the connecting beam 1602, and the connecting beam 1605 are respectively fixedly connected to the connecting beam connector of the beam connecting member 1445, the beam connecting member 1446, and the beam connecting member 1447.
  • the connecting beam 1580, the side beam 1586, and the side post connector of the truss connector 1583 are fixedly connected to the beam spigot of the truss connector 1583, and the side pillar 1588 is fixedly inserted; the beam spigot and the side beam 1586
  • the mating connector 1584 is fixedly inserted, and the other two beam plug connectors of the plug connector 1584 are inserted into the fixed connecting beam 1581.
  • the side beam 1587, and the side post plug connector of the plug connector 1584 Attached to the fixed side column 1589; a beam connector and a side beam 1587 are fixedly connected to the splicing connector 1585, and the other beam connector of the splicing connector 1585 is inserted into the fixed connecting beam 1582, and ⁇ The side post connector of the connector 1585 is inserted into the fixed side post 1590.
  • the side sill 1591, the side sill 1596, and the beam splicing joint of the splicing connector 1593 are inserted into the fixed side sill 1596, the side sill 1597, and the splicing connector 1594.
  • the beam plug connector is inserted into the fixed side beam 1597 and the side beam 1595.
  • the side connector fittings of the female connector 1592, the female connector 1593, and the female connector 1594 are respectively inserted and fixed with the side column 1588, the side column 1589, and the side column 1590.
  • the beam plug connector of the ram connector 1583 is fixedly connected to the connecting beam 1580 and the side beam 1586, and the side post connector of the ⁇ connector 1583 is inserted and fixed with the side post 1588; a beam of the ⁇ connector 1584 is inserted
  • the plug connector and the side beam 1586 are fixedly inserted, and the other two beam plug connectors of the plug connector 1584 are fixedly connected to the connecting beam 1581 and the side beam 1587, and the side post plug connector and the side post 1589 of the plug connector 1584 are inserted.
  • the plug connector is fixed; the one of the beam connector of the ram connector 1585 is fixedly connected to the side beam 1587, and the other beam connector of the ram connector 1585 is inserted and fixed with the connecting beam 1582, and the connector 1585 is inserted.
  • the side column plug connector is fixedly connected to the side column 1590;
  • the side beam 1591, the 'side beam 1596 and the beam connector of the ⁇ connector 1592 are inserted and fixed; 'The ⁇ connector 1593
  • the beam plug connector is fixedly connected to the side beam 1596, and the side beam 1597 is inserted and fixed with the beam plug connector of the ⁇ connector 1593; the beam plug connector of the ⁇ connector 1594 is fixedly connected with the side beam 1597, and the side is fixed.
  • the beam 1595 is inserted into the beam plug connector of the ram connector 1594;
  • connecting the connecting beam 1580, the connecting beam 1581, and the connecting beam 1582 to the connecting beam connector of the beam-column connecting member 1419, the beam-column connecting member 1420, and the beam-column connecting member M21, respectively;
  • the side beam 1591 and the side beam 1595 are respectively welded and fixed to the corresponding column 1436 and column 1438.
  • Installation and installation methods for connecting beams, truss connectors, and side beams include:
  • the beam plug connector of the ram connector 1599 is inserted and fixed with the connecting beam 1598 and the side beam 1600; and a beam plug connector of the ⁇ connector 1601 is fixedly coupled with the side beam 1600, and the connecting beam 1602 is connected.
  • the side beam 1603 is inserted and fixed with the other two beam plug connectors of the ⁇ connector 1601; one beam plug connector of the ⁇ connector 1604 is fixedly connected to the side beam 1603, and the connecting beam 1605 and the ⁇ connector 1604 are connected.
  • Another beam plug connector is fixed by plugging;
  • the connecting beam 1598, the connecting beam 1602, and the connecting beam 1605 are respectively fixed to the connecting beam connector of the beam-column connecting member 1445, the beam-column connecting member 446, and the beam-column connecting member 1447.
  • the beam-column connector 1655 and the beam-column connector 1656 are respectively inserted and fixed on the column 1383, the column 1384, the column 1385, the column 1436, the column 1437, and the column 1438.
  • the structure of the mast connector 1657 is the same as that of the embodiment 53.
  • the beam-column joint 1656 has the same construction as the embodiment '54.
  • the beam-column joint 1655 is symmetrical with the beam-column joint 1657 about the vertical plane of the center position.
  • the structure of the beam-column joint 1652 is the same as that of the embodiment 51.
  • the structure of the beam-column joint 1651 is the same as that of the embodiment 52.
  • a side rail 1653 is supported and fixed to the side rail support joint of the beam-column joint member 1650 and the beam-column joint member 1651.
  • a side beam 1654. is supported on the side rail support joint of the beam-column joint 1651 and the beam-column joint 1652.
  • a side rail 1658 is supported and fixed to the side rail support joint of the beam-column joint 1655 and the beam-column joint 1656.
  • a side rail 1659 is supported and fixed to the opposite side beam support joint of the beam-column joint 1656 and the beam-column joint 1657.
  • a side pillar 1660, a side pillar 1661, and a side pillar 1662 are respectively inserted and fixed to the side pillar support joint of the beam and column joint 1655, the beam and column joint 1656, and the beam and column joint 1657.
  • a side beam column connector 1663, a side beam column connector 1664, and a side beam column connector 1665 are respectively inserted and fixed on the side column 1660, the side column 1661, and the side column 1662.
  • a side beam 1667 is fixedly supported on the side beam support joint of the side beam connection member 1663 and the side beam column connection member 1664.
  • a side rail 1668 is supported and fixed on the side beam support joint 1664 and the side beam support joint of the side beam joint 1665.
  • a side beam 1666 is fixedly attached to the other plug of the side beam connecting member 1663, and the side beam 1666 is welded and fixed to the column 1436.
  • a side beam 1669 is fixedly attached to the other plug connector of the side beam connecting member 1665, and the side beam 1669 is welded and fixed to the column 1438.
  • the building frame structure includes a column 1680, a column 1682, a column 1683, a column 1685 which are distributed counterclockwise along the four diagonal positions of the rectangle, and are distributed in the column 1680 and the column 1682.
  • the column 1681 at the center position is distributed in the column i 684 at the center of the column 1683 and the column 1685.
  • the lower column plug connector is respectively inserted and fixed on the column 1680, the column 1681, the column 1682, the column 1683, the column 1684, the column 1685, the beam-column joint 1686, the beam-column joint 1687, the beam-column joint 1688, the beam-column joint 1689, beam and column connector 1690, mast connector 1691.
  • the structure of the beam-column joint 1686, the beam-column joint 1637, and the beam-and-column joint 1688 is the same as that of the embodiment 72.
  • the beam-column joint 1686, the beam-column joint 1687, the beam-column joint 1688- is symmetrical with respect to the horizontal plane of the beam-column joint 1691, the beam-column joint 1690, and the beam-column joint 1689 with respect to its central position.
  • a beam 1692 is secured to the horizontal support joint of the beam-column joint 1686 and the beam-and-column joint 1691.
  • a beam 1693 is fixed to the horizontal support joint of the beam-column joint 1687 and the beam-column joint 1690.
  • a beam 1694 is secured to the horizontal support joint of the beam-column joint 1688 and the beam-and-column joint 1689.
  • a column 1695 is inserted and fixed on the beam-column joint 1686, the beam-and-column joint 1687, the beam-and-column joint 1688, the beam-column joint 1689, the beam-column joint 1690, and the upper column plug joint of the beam-column joint 1691
  • Column 1696, column 1697, column 1698, column 1699, column 1700, lower column plug connector is inserted and fixed to the column 1695, the column 1696, the column 1697, the column 1698, the column 1699, the column 1700, the beam-column connection 1701, the beam column Connector 1702, beam and column connector 1703, beam and column connector 1704, beam and column connector 1705, beam and column connector 1706.
  • the structure of the beam-column joint 1706 is the same as that of the fourth embodiment.
  • the structure of the beam-column joint 1705 is the same as that of the fifth embodiment.
  • the beam-column joint 1704 is symmetrical with the beam-column joint 1706 about the horizontal plane of its center position.
  • Beam-column joints 1703—one with beam-column joints 1706, beam-column joints 1705, beam-column joints 1704 are symmetrical about the horizontal plane of their central position.
  • a beam 1 707 is fixed to the horizontal support joint of the beam-column joint 1701 and the beam-column joint 702.
  • a beam 1708 is secured to the horizontal support joint opposite the beam-column joint 1702 and the beam-column joint 1703.
  • a beam 1709 is fixed to the horizontal support joint opposite the beam-column joint 1703 and the beam-column joint 1704.
  • a beam 1710 is fixed to the horizontal support joint of the beam-column joint 1704 and the beam-column joint 1705.
  • a beam ⁇ is fixed to the horizontal support joint of the beam-column joint 1705 and the beam-and-column joint 1706.
  • a beam 1712 is fixed to the horizontal support joint of the beam-column joint 1706 and the beam-column joint 1701.
  • the beam-column connector 1720, the beam-column connector 1721, and the beam-column connector 1722 are respectively fixedly connected to the column 812, the column 846, and the column 847; A top beam hanger 1723 and a top beam hanger 1724 on the 829.
  • the structure of the beam-column joint 1720 is the same as that of the embodiment 73.
  • the structure of the beam-column joint 1721 is the same as that of the embodiment 74.
  • the top beam 821 and the top beam 822 are respectively supported and fixed on the symmetrical upper top oblique support joints on both sides of the beam-column joint 1720.
  • the top beam 824 and the top beam 825 are respectively supported and fixed on the symmetrical upper top oblique support joints on both sides of the beam-column joint ⁇ 21.
  • the top beam 827 and the top beam 828 are respectively supported and fixed on the symmetrical upper top oblique support joints on both sides of the beam-column joint 1722.
  • the top hook 1 723 includes two inverted V-shaped symmetrical top diagonal lower support joints 1725, a top oblique lower support joint 1726, a hanging portion 1727 and a connecting top oblique lower support joint 1725, top layer.
  • a recessed opening 1729; the top oblique lower support joint projects obliquely downward from the end face of the vertical joint.
  • the structure of the top diagonal lower support joint is the same as that of the top oblique lower support head of the embodiment 18.
  • the top mount 1724 has the same structure as the top mount 1723.
  • the top beam 832 and the top beam 834 are respectively supported and fixed on the symmetrical upper top oblique support joints on both sides of the top joint 1723.
  • the top beam 837 and the top beam 839 respectively support the top layer oblique lower support joints which are symmetrical on both sides of the top joint 1724.
  • the building frame structure includes a column 1750, a column 1751, a column 1752, and a column 1753 which are arranged counterclockwise along the four diagonal positions of the rectangle, and are equally spaced between the 1750 and the column 1751.
  • a column 1758 is connected to the center of the column 1750 and the column 1753.
  • a column 756 is distributed in the center of the line connecting the column 1751 and the column 1752.
  • the beam-column joints 1759, the beam-column joints 1760, and the beam-column joints 1760 are respectively inserted and fixed on the vertical column 1750, the column 754, the column 1755, the column 1751, the column 1756, the column 1758, the column 1752, the column 1757, and are placed on the same plane.
  • the beam 1 770 is supported on the horizontal support joint of the beam-column joint 1760 and the beam-column joint 1761.
  • Support the beam 1771 fixed to the beam-support member 1761, the horizontal support joint of the beam-column joint 1762.
  • the support is fixed to the beam 1 772 on the horizontal support joint of the beam-column joint 762, the beam-column joint 1763.
  • the support is fixed to the beam 1772 on the horizontal support joint of the beam joint 1 762 and the beam joint 1763.
  • a beam 1773 is secured to the horizontal support joint of the beam-column joint 1763 and the beam-column joint 1764.
  • One end of the plug connector of the connector 1775 is inserted into the fixed beam 1776, the beam 1777, and the truss 1778.
  • the beam connector and the beam 1778 are plugged into the fixed connector 1779, the end and the connector of the connector 1779 are inserted into the fixed beam 1 780, the beam 1 78], the beam 1 782.
  • the other end of the beam 1776, the beam 1777 is supported by the horizontal support joint of the beam-column joint 1767, the beam-column joint 1 760.
  • the other end of the beam 1780, the beam 1781, and the beam 1782 is supported and fixed to the beam connecting member 1761, the beam connecting member 1763, and the horizontal support joint of the beam connecting member 1766.
  • the connector 1775 includes a connector body 1822, three beam plug connectors 1823, beam plug connectors 1824, and beam plug connectors that are vertically disposed in the horizontal direction of the connector body and are vertically disposed at the same horizontal plane. 1825, a post connector 1826 that projects upwardly in a vertical direction of the connector body.
  • the plug connector has the same structure as the post plug connector of the seventh embodiment. .
  • the connector 1779 includes four beam plugs that are vertically disposed in the horizontal direction of the connector body 1827 and are vertically disposed at the same horizontal plane. ⁇ 828, beam plug 1829, beam plug connector 1830, beam plug connector 1831.
  • the lower column plug connectors are respectively inserted and fixed on the column 1783, the column 1784, the column 1 785, the column 1786, the column 1787, the column 1788, the column 1789, the column 1790, the column 1753, the column 1791, the column 1792, the column 1793, and are placed Beam-column joints 17 of the same horizontal plane, beam-column joints 1795, beam-column joints 17%, beam-column joints 1797, beam-column joints 1798, beam-column joints 1799, beam-column joints 1800, beam-column joints 1801 , beam-column joints 1802, beam-column joints 1803, beam-column joints 804, beam-column joints 1 805.
  • the two ends of the support are fixed to the beam-column joint 1 794, the beam on the horizontal support joint of the beam-column joint 1795 806.
  • the two ends support a beam 1822 fixed to the beam-column joint 1795 and the horizontal support joint of the beam-column joint 1 796.
  • the two ends support the beam on the beam-column joint 1796, the beam-column joint 1797 opposite the water 'flat support joint
  • the two ends support the beam 1809 at the beam-column joint 1796 and the horizontal support joint of the beam-column joint 1799.
  • the two ends support the beam 1810 which is fixed on the beam-column joint 1795 and the horizontal support joint of the beam-column joint 1800. .
  • the two ends of the support are fixed on the beams of the beam-column joints 1794, the beam-column joints] 80] opposite horizontal support joints 181 1.
  • the two ends support the beam 1812 fixed on the horizontal support joint of the beam-column joint 1801 and the beam-column joint 1800.
  • the two ends support the beam fixed on the horizontal support joint of the beam-column joint 1800 and the beam-column joint 1799.
  • the two ends support the beam fixed on the horizontal support joint of the beam-column joint 1801 and the beam-column joint 1802
  • the two ends support the beam 1 819 fixed on the horizontal support joint of the beam-column joint 1802 and the beam-column joint 1803. The two ends are supported and fixed on the horizontal support joint of the beam-column joint 1803 and the beam-column joint 1804. Beam 1820. The two ends support the beam 1818 which is fixed on the beam-column joint 1804 and the horizontal support joint of the beam-column joint 1805
  • the building frame structure includes a counter-clockwise distributed two-and two-symmetric bottom layer connecting member 1850 along the four diagonal positions of the rectangle, the bottom layer connecting member 1852, the bottom layer connecting member 1854, and the bottom layer connecting member 1856.
  • the bottom connection member 850 the bottom connection member 1851 at the center of the connection of the bottom connection member 1 852, the bottom connection member 1853 distributed in the center position of the connection of the bottom connection member 1852 and the bottom connection member 1854, distributed in the bottom connection member 1854.
  • the bottom connection member 1855 at the center of the connection of the bottom connection member 1856 is distributed on the bottom connection member 1856 at the ⁇ center position of the bottom connection member 1856 and the bottom connection member 1850.
  • the structure of the bottom layer connector 1850 is the same as that of the first embodiment.
  • the bottom connector 1852 is symmetrical with the bottom connector 1850 about the horizontal plane of its center position.
  • the bottom connector 1856, the bottom connector 1 855, and the bottom connector 1854 are respectively symmetrical with the bottom connector 1 850, the bottom connector. 1 85 1, and the bottom connector 1852 with respect to the horizontal plane of the center position thereof. ' .
  • the bottom connector 1851, the bottom connector 1853, the bottom connector 1855, and the bottom connector 1857 have the same structure.
  • the bottom connector 1851 includes an integrally formed beam-and-column joint body 1899, an upper column plug joint 1900 that is to be inserted and fixed with a vertical horizontal end of the column, two horizontal support joints 1901, horizontal support.
  • Connector 1902. A lower convex portion 1903 is provided at the bottom of the beam and column connector body.
  • Supported portions 1904, supported portions 1905, and supported portions 1906 are provided on both sides of the beam-and-column connector body.
  • the horizontal support joint 1901 is protruded from the end surface of the vertically supported portion 1904.
  • the horizontal support joint 1902 is provided from the end surface of the vertically supported portion 1905.
  • the structure of the horizontal support joint 1901 and the horizontal support joint 1902 is the same as that of the horizontal support joint of the first embodiment. .
  • the utility model further comprises a beam 1 858 supporting the two horizontal joints fixed on the bottom joint member 1850 and the bottom joint member 1851, and supporting the beam 1859 fixed on the two horizontal joints opposite to the bottom joint member 1851 and the bottom joint member 1852.
  • the member 1856, the cross member 1864 on the two horizontal joints opposite to the bottom joint member 1857 supports the cross member 1 865 fixed to the two horizontal joints of the bottom joint member 1857 and the bottom joint member 1850. .
  • the utility model also includes a plug-in connection on the bottom connector 1 850, the bottom connector 1851, the bottom connector 1852, the bottom connector 1853, the bottom connector 1854, the bottom connector 1855, the bottom connector 1856, and the bottom connector 1857.
  • the column 1866, the column 1867, the column 1868, the column 1 869, the column 1 870, the column 1871, the column 1872, and the column 1873 are inserted into the column.
  • the lower column plug connector is respectively inserted and fixed on the column 1866, the column 1867, the column 1868, the column 1869, the column 1870', the column 1871, the column 1872, the column 18; 73, the beam-column connection 1874, the beam-column connection Connector 1875, beam and column connector 1876, beam and column connector 1877, beam and column connector 1878, beam and column connector 1879, beam and column connector 1 88 0, beam and column connector 1 88 1 .
  • the structure of the beam-column joint 1 874 is the same as that of the embodiment 20.
  • the structure of the beam-column joint 1875, the beam-column joint 1877, the beam-column joint 1879, and the beam-column joint 1881 is the same as that of the embodiment 19.
  • the beam-column joint 1876 is symmetrical with the beam-column joint 1 874 with respect to the horizontal plane of its center position.
  • the beam-column joint 1881 is symmetrical with the beam-column joint 1877 about the horizontal plane of its center position.
  • Beam-column joints 1880, beam-column joints 1879, beam-column joints 1878 are respectively associated with the beam-column joints 1874, the beam-column joints 1875, and the beam-column joints 1876 with respect to the horizontal plane of the center of their connection. ⁇ ⁇
  • the utility model further comprises a beam 1 882 supported on two horizontal joints fixed to the beam-column joint 1874 and the beam-column joint 1875, and the support is fixed on the two horizontal joints of the beam-column joint 1875 and the beam-column joint 1876.
  • the beam 1883 supports the beam 1884 fixed on the beam-column joint 1876 and the two horizontal joints of the beam-column joint 1877.
  • the support is fixed on the beam-column joint 1877 and the two horizontal joints of the beam-column joint 1878.
  • the upper beam 1 885 supports the beam 1886 fixed on the two horizontal joints of the beam-column joint 1878 and the beam-column joint.
  • the beam 1887 on the horizontal joint supports the beam 1888 fixed on the beam-column joint 1880 and the two horizontal joints of the beam-column joint 1881, and the support is fixed on the beam-column joint 1 881 and the beam-column joint 1874 opposite.
  • the utility model further comprises a water tank 1890 respectively supported on the water tank support portion fixed on the same side of the beam-column joint member 1874, the beam-column joint member 1875 and the beam-column joint member 1876, and the water tank 1890 is supported by the side of the water tank support portion away from the beam-column joint body.
  • the extending portion is extended to resist.
  • the utility model further comprises a water tank 1.891 respectively supported on the water tank support portion fixed on the same side of the beam-column joint member 1876, the beam-column joint member 1877 and the beam-column joint member 1878, and the water tank 1891 is supported by the side of the water tank support portion away from the beam-column joint body.
  • the extending portion is extended to resist.
  • the utility model further comprises a water tank 1892 respectively supported on the water tank support portion fixed on the same side of the beam-column joint member 1878, the beam-column joint member 1879 and the beam-column joint member 1880, and the water tank 1892 ⁇ the side of the water tank support portion away from the beam-column joint body
  • the resisting portion extending upwardly resists.
  • the utility model further comprises a water tank 1893 respectively supported on the water tank support portion fixed on the same side of the beam-column joint member 1880, the beam-column joint member 1881, the beam-column joint member 1874, and the water tank 1893 is supported by the side of the water tank support portion away from the beam-column joint body.
  • the extending portion is extended to resist.
  • a planar connector 1894 is also included. As shown in FIG. 136, the planar connector 1894 includes a connector body 1907, four plug connectors 1908 that are horizontally protruded along the connector body 1907, a plug connector 1909, a plug connector 1910, and a plug connector 191 1 .
  • the structure of the planar connector 1894 is the same as that of the beam-and-column planar connector of the embodiment 81.
  • a beam 1 895, a beam 1 896, a beam 1897, and a beam 1898 that are fixed at one end to the four plug connectors of the planar connector 1894.
  • the other ends of the beam 1 895, the beam 1896, the beam 1 897, and the beam 1898 are respectively supported and fixed on the horizontal support joint of the beam-column joint 1875, the beam-column joint 1877, the beam-column joint 1879, and the beam-column joint 1881. . ' '
  • the pipe pile is connected to the ground frame 1955, the pipe pile connecting ground frame 1956, the pipe pile connecting ground frame 1957, and the lower convex portions of all the bottom connecting members are inserted into the corresponding pipe pile connecting ground frame, and all the bottom connecting members are supported by the supporting portions.
  • the pipe piles are connected to the ground frame.
  • the structure of the beam-column joint 1960 to which the lower pillar plug joint is inserted and fixed to the pillar 1 870 is the same as that of the embodiment 21.
  • the lower post connector is plugged and fixed to the post 1872 and the beam post 1961 is symmetrical with the beam post 1960 with respect to the vertical plane of its center position.
  • the lower column plug connector is respectively inserted and fixed to the column and column connector fixed on the column 1866 and the column 1 868 1958, the beam-column joints 1 959 are respectively symmetrical with respect to the vertical plane of the beam-column joint 1 961 and the beam-column joint 1 960 with respect to its central position.
  • the two ends support the water tank 1978 on the water tank support portion on the same side of the beam-column joint member 1958 and the beam-column joint member 1958, and the two ends support the water tank support portion fixed on the same side of the beam-column joint member 1959 and the beam-column joint member 1960
  • the two ends of the support are fixed on the water tank support portion of the beam support portion 1960 and the beam support portion 1961 on the same side of the beam-column joint member 1961.
  • the two ends are supported and fixed on the beam-column joint member 1961 and the beam-column joint member 1958.
  • the water tank 1981 on the sink support on the same side.
  • the water tank 1978, the water tank 1979, the water tank 1980, the water tank 1981, and the ends of the water tank 1981 are joined together to form a water tank connected to each other.
  • the water tank 1978, the water tank 1979, the water tank 1980, and the bottom of the water tank 1981 are respectively provided with a beam-column connection member 1958,
  • a water connection pipe 1982, a water connection pipe 1983, a water connection pipe 1984, and a water connection pipe 1985 which are connected to the lower water through hole are respectively fixed below.
  • the utility model further comprises an L-shaped side baffle.1962 which is inserted into the beam-column connection member 1958 near the two ends, the opposite side baffle positioning groove of the beam-column connection member 1875 and passes through the side baffle positioning groove, and the beam-column connection is inserted near one end of the two ends.
  • the member 1 875, the beam-column connector 1959 opposite the ⁇ !ij baffle positioning groove and passes through the L-shaped side baffle 1963 of the side baffle positioning groove, and the beam-column joint 1959, the beam-column joint 1877 is inserted near one end of the two ends
  • the opposite side baffle positioning groove passes through the L-shaped side baffle 1964 of the side baffle positioning groove, and the side adjacent to the two ends is inserted into the beam-column joint 1877, the opposite side baffle positioning groove of the beam-column joint member I 960 and passes through L-shaped side baffle 1965 of the side baffle positioning groove, the side near the two ends is inserted into the beam-column joint member I 960, the opposite side baffle positioning groove of the beam-column joint member 1879 and passes through the L-shaped side block of the side baffle positioning groove
  • the plate 1966 is inserted into the beam-column joint 1 879 near the two ends, the opposite side fence positioning groove of the beam-column joint 1961
  • the side of the shaped side baffle 1969 is upwardly supported on one side of the beam below it and horizontally protrudes downwardly from the cross member, forming a retaining wall which is connected end to end with the beam-column joint.
  • An upper support plate 1970 is fixed to the beam 1895
  • an upper support plate 1971 is fixed to the beam 1896
  • an upper support plate 1972 is fixed to the beam 1897
  • an upper support plate 1973 is fixed to the beam 1898.
  • the upper support stencil 1970, the upper support stencil 1971, the upper support stencil 1972, and the upper support stencil 1973 protrude from the underside of the transverse beam. .
  • a lower support form 1974 that is peripherally secured to the L-shaped side fence 1962, the upper support formwork 1970, the upper support formwork 1973, and the L-shaped side stop plate 1969.
  • the periphery is fixed to the L-shaped side baffle 1963, the L-shaped side baffle 1964, the upper support formwork 1971, and the lower support formwork 1975 below the upper support formwork 1970.
  • the periphery is fixed to the L-shaped side damper 1965, the L-shaped i ij baffle 1966, the upper support stencil 1972, and the lower support stencil 1976 below the upper support stencil 1971.
  • the perimeter is fixed to the L-shaped side dam 1967, the L-shaped side dam 1968, the upper support formwork 1973, and the lower support formwork 1972 below the upper support formwork 1972.
  • the support template is secured to the L-shaped side fence or upper support template by a locking screw 1987 through the lower support formwork, L-shaped side fence or upper support formwork and nut 1986.
  • the upper supporting formwork, the lower supporting formwork, the L-shaped side baffle, and the beam-column connecting piece form a floor accommodating space, and steel bars are arranged in the floor accommodating space, and the cement concrete is poured to form a reinforced concrete floor slab. After the reinforced concrete floor is condensed, the lower support formwork is removed and reused. The nut is left in the concrete for later decoration such as ceiling.
  • Example 96 As shown in FIG. 140, unlike the embodiment 95, the structure of the beam-column connector 2004 that is inserted and fixed to the column 1 870 is the same as that of the embodiment 24, and the lower column-plug joints are respectively fixed and fixed to the column.
  • the structure of the beam-column joint member 2001, the beam-column joint member 2003, the beam-column joint member 2005, the beam-column joint member 2007, the column 1869, the column 1871, the column 1871, and the column 1873 is the same as that of the embodiment 22.
  • the beam-column joints 2002 are symmetrical with the beam-column joints 2004 about the horizontal plane of their central position.
  • the beam-column joint 2005 is symmetrical with the beam-column joint 2001 about the horizontal plane of its central position.
  • the beam-column joint member 2000, the beam-column joint member 2007, and the beam-column joint member 2006 are respectively symmetrical with the beam-column joint member 2002, the beam-column joint member 2003, and the beam-column joint member 2004 with respect to the horizontal plane of the center position of the joint.
  • All L-shaped side baffles have one side facing up, one side from the outside of the beam-column joint into the side baffle positioning groove and is resisted by the side baffle positioning groove, and supported on the beam below it, L-shaped side block There is a certain distance between the inward side of the plate and the beam below it.
  • the utility model further comprises a supporting template 2008 fixed on the beam 1882, the beam 1895, the beam 1898 and the beam 1889.
  • the periphery is fixed on the beam 1883, the beam 1 884, the beam 1 896, the support plate 2009 above the beam 1895, and the periphery is fixed on the beam 1885.
  • the beam 1886, the beam 1897, the support template 2010 above the beam 1896, and the support template 201 1 fixed around the beam 1887, the beam 1888, the beam 1 898, and the beam 1897.
  • the L-shaped side baffle and the beam-column joints form a retaining wall that is connected end to end.
  • the supporting formwork, the L-shaped side baffle and the beam-column connecting piece form a floor accommodating space, and the reinforcing bar is arranged in the floor accommodating space.
  • the accommodating space is filled with cement concrete to form a reinforced concrete floor slab.
  • the installation and installation methods of the building frame structure include:
  • the bottom connector 1850, the bottom connector 1851, the bottom connector 1852, the bottom connector 1853, the bottom connector 1854, the bottom connector 1855, the bottom connector 1856, and the bottom connector 1857 are placed in the tube in turn.
  • the connecting member 1855, the bottom connecting member 1856, and the bottom connecting member 1857 enable the bottom pillar of the bottom joint to be perpendicular to the horizontal plane, the horizontal plane of the supporting pillar is at the same horizontal plane, and the bottom joint is connected to the corresponding tubular pile to be fixed:
  • Grouting concrete Filling the annular space formed by the pipe pile connecting frame with cement concrete, pouring the underground pipe pile, the pipe pile connecting ground frame, the bottom connecting piece and the beam supported on the bottom connecting piece into one overall. There is nothing special about the subsequent installation process and will not be described in detail.
  • the structure of the beam-column connector 2068 that is fixed to the column 1868 by the lower column plug connector is the same as that of the embodiment 66, and the lower column plug connector is respectively inserted and fixed to the column 1867.
  • the structure of the column 1869, the column 1871, the beam-column connector 2067 on the column 1873, the beam-column connector 2069, the beam-column connector 2071, and the beam-column connector 2073 is the same as that of the embodiment 65.
  • the lower post connector is plugged and fixed to the post 1866.
  • the post 2066 is symmetrical with the beam post 2068 about the horizontal plane of its center position.
  • the beam-column joint 2073 is symmetrical with the beam-column joint 2069 with respect to the horizontal plane of its center position.
  • the lower column plug connector is inserted and fixed to the column and column connector 2072 fixed on the column 1872, and the beam column connector 2071.
  • the lower column plug connector is inserted and fixed to the column and column connector 2070 of the column 1870, respectively, and the beam and column connector 2066,
  • the beam-column connector 2067 and the beam-and-column connector 2068 are symmetrical about the horizontal plane of the center of the wire.
  • An L-shaped side fence is not required in this embodiment.
  • slab prefabricated plate 2074 which is fixed around the beam 1 882, the beam 1895, the beam 1898, the beam 1889, and is fixed around the beam 1 883, the beam 1884, the beam 1896, the slab prefabricated plate 2075 above the beam 1 895, and the periphery is fixed.
  • the slab prefabricated panels 2076 above the beams 1885, the beams 1886, the beams 1897, and the beams 1896 are secured to the slab prefabricated panels 2077 above the beams 1887, beams 1888, beams 1898, and beams 1897.
  • the underground pipe pile 2050, the underground pipe pile 2051, the underground pipe pile 2052, the underground pipe pile 2053, the underground pipe pile 2054, the underground pipe pile 2055, the underground pipe pile 2056, and the underground pipe pile 2057 are round tubular shapes. '
  • the utility model further comprises: respectively inserting and fixing the beam-column joint 2066, the beam-column joint 2067, the beam-column joint 2068, the beam-column joint 2069, the beam-column joint 2070, the beam-column joint 2071, the beam-column joint 2072, the beam A column 2078, a column 2079, a column 2.080, a column 2081, a column 2082, a column .2083, a column 2084, and a column 2085 on the column connector 2073.
  • the lower column plug connector is respectively inserted and fixed on the column 2078, the column 2079, the column 2080, the column 2081, the column '2082, the column 2083, the column 2084, the column 2085, the beam-column connection 2086, the beam-column connection 2087, the beam-column connection A member 2088, a beam and column connector 2089, a beam and column connector 2090, a beam and column connector 2091, a beam and column connector 2092, and a beam and column connector 2093.
  • the structure of the beam-column joint member 2086 is the same as that of the embodiment 31, and the structure of the beam-column joint member 2087, the beam-column joint member 2089, the 'beam-column joint member 2091, and the beam-column joint member 2093 is the same as that of the embodiment 30.
  • the beam-column joint 2093 is symmetrical with the beam-column joint 2089 with respect to the horizontal plane of its center position.
  • the beam-column joint 2088 is symmetrical with the beam-and-column joint 2086 about the horizontal plane of its center position.
  • the beam-column connector 2092, the beam-column connector 2091, and the beam-column connector 2090 are symmetrical with the beam-column connector 2086, the beam-column connector 2087, and the beam-column connector 2088, respectively, about the horizontal plane of the line.
  • a planar connector 2094 is also included.
  • the structure of the planar connector 2094 is the same as that of the planar connector of the embodiment 94. '
  • the cross member 2095, the cross member 2096, the cross member 2097, and the cross member 2098 which are inserted into the four plug connectors of the one-side split and the planar plug connector 2094 are also included.
  • the other ends of the beam 2095, the beam 2096, the beam 2097, and the beam 2098 are respectively supported and fixed on the horizontal support joint of the beam-column joint 2087, the beam-column joint 2089, the beam-column joint 2091, and the beam-column joint 2093.
  • the beam and column connector 2086 the beam and column connector 2087, the beam and column connector 2088, the beam and column connector 2089, the beam and column connector 2090, the beam and column connector 2091, the beam and column connector 2092
  • the two horizontal joints of the beam-column joints 2093 are fixed with beams, and L-shaped side fences are fixed in the side fence positioning grooves.
  • the L-shaped side baffle and the beam-column connecting member form a retaining wall which is connected end to end, and the periphery of the floor prefabricated board 2099, the floor prefabricated board 2100, the floor prefabricated board 2101, and the floor prefabricated board 2102 are supported and fixed on the corresponding cross beam below and In the accommodating retaining wall, a gap is provided between the slab prefabricated plate and the L-shaped side baffle, and the slab prefabricated plate, and cement is poured into the gap.
  • a column 2103, a column 2104, and a column 2105 are fixedly attached.
  • the other end of the beam 21 12 , the beam 21 14 , the column 21 13 , the beam 21 12 , and the beam 21 14 respectively support the fixed beam column connector 2086 and the beam and column connector respectively.
  • the other end of the beam 21 16 , the beam 21 18 , the column 2 ⁇ 7, the beam 21 16 , and the beam 21 18 respectively support the fixed beam-column connection member 2087 and the beam-column connector
  • the 2088 opposing retaining wall is horizontally supported on the joint.
  • the lower post connector is also inserted into the beam and column connector 2144 and the beam and column connector 2145 which are respectively fixed to the column 2103 and the column 2105.
  • the structure of the beam-column joint 2144 is the same as that of the embodiment 82.
  • the beam-column joint 2145 is symmetrical with the beam-to-column joint 2144 with respect to the horizontal plane of its central position.
  • the utility model further comprises a beam 2147 which is fixedly connected at one end to the connector 2146, a beam 2148, a connector 2152 which is fixedly connected to the other end of the beam 2148, a beam 2149 which is inserted and fixed with the connector 2152, and the other end of the beam 2149 is inserted.
  • the fixed connector 2150 is connected to the connector 2150 and the fixed beam 2151 is inserted.
  • a plug connector 2146, a connector 2152, and a plug connector of the connector 2150 are respectively fixedly coupled to the post 21 13 , the post 2104 , and the post 21 17 .
  • the other ends of the beams 2147 are respectively supported on the horizontal support joints of the fixed beam-column joints 2144, and the other ends of the beams 21 51 respectively support the horizontal support joints of the fixed beam-column joints 2145.
  • the cooperation of all the above structures forms a retaining wall.
  • the other three-sided retaining wall has the same structure as the retaining wall of the face. .
  • the connector 2146 includes a connector body 2156, and three T-shaped plug connectors 2153, a plug connector 2154, and a plug connector 2155 of the connector body 2156 are protruded.
  • the connector 2152 and the connector 2150 have the same structure as the connector 2 M6. .
  • the connector 21 1 1 is symmetrical with the horizontal plane of the connector 2146 with respect to its center position.
  • the connector 21 1.5 has the same structure as the connector 21 1 1 .
  • a through hole for fixing the wall panel to the bottom layer connecting member is further provided on the bottom layer connecting member 2157.
  • a through hole for fixing the wall panel to the bottom layer connecting member is further provided on the bottom layer connecting member 2158.
  • the bottom connector 2159 is symmetrical with the bottom connector 2157 with respect to the vertical plane of its center position.
  • the utility model further comprises a glass plate 2160 fixed on the bottom connecting member 2.157, the bottom connecting member 2158, the beam connecting member 2067 and the beam connecting member 2066, and the periphery is fixed to the bottom connecting member 2158, the bottom connecting member 2159, and the beam connecting member.
  • the glass plate 2161 on the beam-column joint member 2067, 'the periphery is fixed to the beam-column joint member 2067, the beam-column joint member 2068, the beam-column joint member 2088, the glass plate 2162 on the beam-column joint member 2087, and the periphery is fixed to the beam Column connector 2066, beam and column connector 2067, beam and column connector 2087, glass plate 2163 on beam and column connector 2086.
  • the glass plate and the beam-and-column joint are fixed by screws 2163 passing through the glass plate, the elastic washer 2164, the through hole on the beam-and-column joint, the elastic washer 2165 and the nut 2166.
  • the lower column plug connector is respectively inserted and fixed to the column 1867, the column 1869, the column 1871, the column 1 873, the beam-column connector 2201, the beam-column connector 2203, and the beam.
  • the structure of the post connector 2205 and the beam post 3207 is the same as that of the embodiment 77.
  • the beam-column joint 2203 is symmetrical with the beam-column joint 2201 about the horizontal plane of its center position.
  • the upper support template 2208 is further fixed on the beam 1 889, the beam 1882, the beam 1883, and the beam 1884.
  • One of the opposite sides is fixed on the beam 1889 and the beam 1888, and the other side is fixed on the beam 1884 and the beam 1885.
  • the upper support template 2209 is fixed to the upper support template 2210 on the three sides of the beam 1885, the beam 1886, the beam 1887, and the beam 1888.
  • the two sides are fixed on the upper support plate 2208, the lower support plate 221 1 under the support template 2209, and the two sides are fixed on the upper support plate 2208 and the lower support plate 2212 under the support plate 2209, and the two sides are fixed on the upper support plate 2209 and the support plate 2210
  • the lower support template 2213 is fixed on both sides of the upper support template 2209 and the lower support template 2 14 below the support template 2210.
  • the lower support template is fixed on the upper support template by fastening screws from below the lower support template through the lower support template, the upper support template and the nut above the upper support template.
  • the upper supporting formwork, the lower supporting formwork, the L-shaped side baffle, the beam-column connecting piece form a floor accommodating space, the steel bar is arranged in the floor accommodating space, and the cement concrete is poured into the reinforced concrete floor slab. After the reinforced concrete slab is filled and condensed, the lower support formwork is removed and reused. The nut is left in the concrete concrete for use in the subsequent decoration such as the ceiling.
  • the structure of the beam-and-column joint 2300 fixedly attached to the column 796 is the same as that of the embodiment 75.
  • the structure of the beam-and-column joint 2301 fixedly attached to the column 797 is the same as that of the embodiment 76.
  • the beam-column joint 2302 is symmetrical with the beam-column joint 2300 about the horizontal plane of its center position.
  • Beam-column joints 2305, 'beam-column joints 2304', beam-column joints 2303 and beam-column joints 2300, beam-column joints 2301, beam-column joints 2302 are symmetrical about the horizontal plane of their central position. .
  • the building frame structure includes a column 2322 of a circular steel pipe perpendicular to a horizontal plane, a column 2324, a beam 2321 of a square steel pipe parallel to the horizontal plane, a beam 2323, a beam 2325, and a beam-column joint 2320.
  • the structure of the beam-column joint 2320 is the same as that of the embodiment 62 .
  • the post 2322 is inserted into the vertical convex portion of the lower post connector of the beam-and-column joint 2320, and the inner side surface of the vertical convex portion of the post-plug joint is engaged with the outer side surface of the circular steel pipe column 2322, and the beam-column joint member 2320 is directly supported on the column 2322.
  • Upper, the vertical protrusion of the lower post connector of the beam and column connector 2.320 is fixed to the column 2322 by screws 2326.
  • the column 2324 is inserted into the vertical convex portion of the upper column plug joint of the beam-column joint 2320, and the inner side surface of the vertical convex portion of the column plug joint cooperates with the outer side surface of the circular steel pipe column 2324, and the column 2324 is directly supported on the beam-column joint member 2320.
  • Upper, the vertical protrusion of the upper post connector of the beam and column connector 2320 is fixed to the column 2324 by screws 2327.
  • One end of the beam 2321. is received in the receiving groove of the supporting joint and directly supported at the bottom of the receiving groove and fixedly connected with the supporting joint.
  • One end of the beam 2323 is received in the receiving groove of the supporting joint and directly supported by The bottom of the receiving groove is fixedly connected with the supporting joint, and one end of the beam 2325 is received in the receiving groove of the supporting joint and directly supported at the bottom of the receiving groove to be fixedly connected with the supporting joint. .
  • the position of the beam or column relative to the beam-column joint is adjusted by extending the ram 2327 into the adjustment hole of the beam-and-column joint, extending the adjustment rod 2328 into the hole of the ram 2327, and rotating the adjustment rod 2328.
  • the structure of the beam-and-column joint 2330 is the same as that of the embodiment 63.
  • Column 2332 is a square steel tube.
  • the lower post connector is fixed to the post 2331 by welding the solder into the filler through hole 2333 of the vertical projection of the lower post connector.
  • the upper post connector is secured to the post 2332 by soldering the solder into the fill through hole 2334 of the vertical projection of the upper post connector.
  • connection member the connector member, the pipe joint member and the beam and column have a variety of variations of the connection manner. Due to the need of expression, the present invention only lists the energy Express a clear structural unit.

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Description

说 明 书
一种梁柱连接件及成型方法、 建筑框架结构及安装方法 技术领域
本发明涉及一种房屋、 亭、 展台、 桥梁等建筑的梁柱连接件及成型方法、 建筑框架 结构及安装方法， 特别是涉及一种房屋建筑框架钢结构的梁柱连接件及成型方法、 框架 结构及安装方法。
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周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， 縮短使用寿命。 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， 成本髙， 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。 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 S , 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辉接的 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、 横梁、 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， 在横梁上通过螺栓、 螺 母和垫圈连接有斜楔板， 将斜楔板与横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横梁需通过凸端结合 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， 縮短使用寿命。
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、 地锚等相互联接构成。 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《
发明内容
本发明要解决的第一个技术问题是提供一种对与其连接的横梁和立柱直接支撑或 被直接支撑的梁柱连接件。
本发明要解决的第二个技术问题是提供一种梁柱连接件的简单、低成本的成型方法。 本发明要解决的第三个技术问题是提供一种横梁、 立柱、 梁柱连接件之间直接相互 支撑的建筑框架结构。
本发明要解决的第四个技术问题是提供一种方便、 快速、 省力的建筑框架结构的安 装方法。
一种梁柱连接件， 包括一体成型的梁柱连接件本体， 需与垂直水平面方向的立柱端 部插接固定、 沿竖直方向凸出梁柱连接件本体的立柱插接头， 直接支撑与水平面平行的 横梁、 沿水平方向凸出梁柱连接件本体的水平支撑接头； 在梁柱连接件上设有与立柱端 面直接接触的第一水平面； 在立柱插接头上设有对立柱前后左右抵挡的立柱侧抵挡面； 在水平支撑接头上设有与固定在其上的横梁直接接触、 支撑横梁的支撑横梁水平面。 作为改进， 在梁柱连接件本体的底部设有下凸部， 在梁柱连接件本体的侧面设有被支撑 部。 还包括设置在相邻的两个水平支撑接头间或相邻的水平支撑接头与立柱插接头间用 来连接对角位置的梁柱连接件的加强接头。 梁柱连接件为顶层梁柱连接件， 包括与梁柱 连接件本体一体成型的、 斜向上凸出梁柱连接件本体的顶层斜上支撑接头； 还可包括在 顶层斜上支撑接头的正下方设有水平支撑接头； 顶层斜上支撑接头的最外端到梁柱连接 件本体中心的水平距离小于顶层斜上支撑接头正下方的水平支撑接头的支撑横梁水平面 到梁柱连接件本体中心的最小水平距离； 还可包括从梁柱连接件本体的一个侧面或相背 的两个侧面斜向下凸出梁柱连接件本体的顶层斜下插接头或顶层斜下支撑接头； 还可在 梁柱连接件本体背离水平支撑接头的一个外侧面上或相邻的两个外侧面上或不设有水平 支撑接头的相邻两个面的转角凸设有水槽支撑部。 梁柱连接件还包括一个在不设有水平 支撑接头的外侧面设有斜向下或水平凸出梁柱连接件本体的连接梁插接头。 梁柱连接件 还包括在梁柱连接件本体背离水平支撑接头的一个或两个外侧面上设有斜向下或水平凸 出梁柱连接件本体的连接臂， 在连接臂端部的一侧或相背的两个侧面上设有边梁支撑接 头。 梁柱连接件的水平支撑接头凸设梁柱连接件本体的方向与为天车导轨的横梁垂直。 在插接头或支撑接头上设有将横梁或立柱固定在连接件设定位置的螺纹通孔。 在梁柱连 接件本体的上方竖直向上凸设有挡墙立柱插接头。 在梁柱连接件本体的同一侧设有两个 以上的水平支撑接头和 /或两个以上的立柱插接头。 梁柱连接件由消失模或蜡模或砂型模铸造成型或注塑成型。
建筑框架结构， 包括梁柱连接件， 与立柱插接头插接固定的立柱、 与水平支撑接头 支撑固定的横梁。
作为改进， 还包括管桩连接地框和底层连接件， 底层连接件包括底层连接件本体， 凸设在底层连接件本体上方的上立柱插接头， 水平凸设底层连接本体的支撑部， 从底层 连接件本体向下凸设并伸入管桩连接地框的抵挡部； 管桩连接地框埋入地下， 支撑部直 接支撑在管桩连接地框上， 抵挡部伸入管桩连接地框的内腔， 立柱直接支撑在底层连接 件上， 底层连接件与管桩连接地框焊接固定在一起； 在管桩连接地框的内腔内灌充有水 泥混凝土。 还包括地下管桩； 地下管桩下端打入地下深处， 地下管桩的上端伸入管桩连 接地框内腔； 在地下管桩、 管桩连接地框的内腔灌充有水泥混凝土。
作为改进， 还包括顶梁连接件和顶梁； 梁柱连接件还包括斜向上凸出梁柱连接件本 体的顶层斜上支撑接头； 顶梁连接件包括顶梁连接件本体、 两个斜向下凸设顶梁连接件 本体、 成倒 V字形的顶梁斜插接头， 一个或两个沿水平方向凸设顶梁连接件本体的水平 支撑接头； 两个顶梁斜插接头分别与对称的两根顶梁端部插接固定， 与顶梁连接件插接 固定在一起的两根顶梁的另一端直接支撑在对称的梁柱连接件相对的顶层斜上支撑接头 上并与顶层斜上支撑接头连接固定。
作为改进， 还包括梁柱平面插接件； 梁柱平面插接件包括两个梁插接头， 一个或两 个柱插接头； 在顶层斜上支撑接头正下方还设有一个水平支撑接头； 与梁柱平面插接件 插接在一起的两根横梁的另一端直接支撑在对称的梁柱连接件相对的位于顶层斜上支撑 接头正下方的水平支撑接头上并与水平支撑接头连接固定， 在梁柱平面插接件的柱插接 头上插接固定有立柱。
作为改进， 还包括顶层插接件和顶梁挂接件； 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 合的横梁的容置部； 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， 顶梁挂接件悬挂在横梁上其容置部与该横 梁配合， 顶层插接件支撑在横梁上。
作为改进， 还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横梁的容置部； 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横梁的容 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， 顶梁挂接件悬挂在横梁上其容置部与该横梁配合， 顶梁挂接 件悬挂在横梁上其容置部与该横梁配合。
作为改进， 建筑框架结构为厂房框架结构， 的横梁为可供天车来回滑动的天车导轨； 横梁与水平支撑接头凸设梁柱连接件本体的方向垂直。 作为改进， 还包括一根以上的边梁、 两根以上的连接梁、 与连接梁个数相同的檐连 接件， 檐连接件包括一体成型的檐连接件本体、 一个水平或斜向上凸设檐连接件本体的 梁插接头， 一个或二个凸设檐连接件本体的边梁支撑接头； 檐连接件的梁插接头与对应 -的连接梁端部插接固定， 边梁的 端部支撑固定在对应的边梁支撑接头上。
作为改进， 还包括边梁； 梁柱连接件还包括在梁柱连接件本体背离水平支撑接头的 一个或相背的两个外侧面或相邻的两个外侧面的转角位置上设有斜向下或水平凸出梁柱 连接件本体的连接臂， 在连接臂端部的一侧或相背的两个侧面上设有边梁支撑接头； 边 梁支撑固定在相邻的两个梁柱连接件的相对的两个边梁支撑接头上。
作为改进， 还包括一根以上的边梁、 两根以上的连接梁、 与连接梁个数相同的檐插 接件； 梁柱连接件还包括在梁柱连接件本体背离水平支撑接头的一个或相背的两个外侧 面上设有斜向下或水平凸出梁柱连接件本体的连接梁插接头； 檐插接件包括一体成型的 檐插接件本体、二个或三个从檐插接件本体水平或斜向上凸设檐插接件本体的梁插接头； 檐插接件的梁插接头与对应的连接梁端部插接固定， 边梁的两端插接在对应的梁插接头 上。 ' 作为改进， 还包括插接件， 插接件包括插接件本体、 从插接件本体水平和 /或竖直凸 设插接件本体的二个以上的插接头。
作为改进， 还包括梁挂接件； 梁挂接件包括一体成型的梁插接头或梁支撑接头、 悬 挂部和连接梁插接头或梁支撑接头和悬挂部的连接部； 在横梁的两端均与梁挂接件的梁 插接头或梁支撑接头固定， 横梁两端的梁挂接件的悬挂部直接支撑并悬挂在横梁上。
作为改进， 还包括水槽； 梁柱连接件为顶层梁柱连接件， 在顶层梁柱连接件背离水 平支撑接头的一个外侧面上或背离水平支撑接头的相邻的两个外侧面上或背离水平 ¾：撑 接头的相邻的两个外侧面的转角位置凸设有水槽支撑部； 水槽固定在水槽支撑部上。 作为改进， 还包括 L形的侧挡板： 梁柱连接件包括不设有水平支撑接头的外侧面， 与外 侧面和横梁端面抵挡面连通的水平方向的侧挡板定位槽； L形侧挡板的一边从梁柱连接 件的外侧伸入侧挡板定位槽内， L形的侧挡板支撑在横梁上，与横梁、梁柱连接件固定， L形侧挡板的另一边朝上； L形侧挡板与梁柱连接件形成周边首尾相连的挡墙。 在挡墙 圈住的横梁上支撑楼板预制板， 在楼板预制板与 L形侧挡板间、楼板预制板间设有空隙， 在空隙内浇注有水泥。 或者是在横梁上支撑固定有支撑模板； 支撑模板、 L形的侧挡板、 梁柱连接件形成楼板容置空间， 在楼板容置空间内布置有钢筋， 向楼板容置空间灌注水 泥混凝土形成钢筋水泥混凝土楼板。
建筑框架结构的安装方法， 建筑框架结构包括梁柱连接件， 与立柱插接头插接固定 的立柱、 与水平支撑接头支撑固定的横梁， 安装方法包括- 安装与下立柱插接头插接固定的立柱： 依次将立柱安装在设定位置， 调整立柱， 使立柱 与水平面垂直且立柱的顶面在同一水平面， 并使立柱与地面固定；
安装梁柱连接件： 依次将梁柱连接件的下立柱插接头插入对应的立柱内与该立柱插接， 梁柱连接件直接支撑在该立柱上， 再调梁柱连接件， 使梁柱连接件的梁支撑接头支撑横 梁的水平面均在同一水平面上， 并使梁柱连接件的下立柱插接头与位于其正下方的立柱 固定；
安装横梁： 将横梁的两个端部分别置放在对应的梁柱连接件的梁支撑接头上， 并将横梁 的两端与对应的梁柱连接件的梁支撑接头连接固定。
作为改进， 安装方法包括：
将立柱与地面固定前安装管桩连接地框： 在地上挖孔， 将管桩连接地框固定在孔内; 将立柱与地面固定前安装底层连接件： 将底层连接件依次置放在管桩连接地框上使底层 连接件的支撑部直接支撑在管桩连接地框上， 调整底层连接件， 使底层连接件的底层上 立柱插接头与水平面垂直， 支撑立柱水平面在同一水平面， 并将底层连接件与管桩连接 地框固定；
立柱与地面固定为： 依次将立柱与底层连接件的上立柱插接头插接， 立柱直接支撑在底 层连接件的支撑立柱水平面上， 调整立柱， 使立柱与水平面垂直， 立柱的顶面在同一水 平面；
灌水泥混凝土： 向管桩连接地框形成的环状空间内灌充水泥混凝土， 使底层连接件与管 桩连接地框浇注成一个整体。
作为改进， 安装方法包括：
.在安装管桩连接地框前， 先打地下管桩： 在设定的位置将地下管桩打入地下深处； 安装管桩连接地框， 管桩连接地框的孔圈住地下管桩；
灌水泥混凝土是将地下管桩、 管桩连接地框、 底层连接件和底层横梁浇注成一个整体。
作为改进， 安装方法包括：
将顶梁的两个斜接头分别与顶梁的一个端部插接固定， 安装完梁柱连接件上的横梁后， 将通过同一顶梁斜插接头插接固定的两个顶梁的另一端直接支撑在对应的顶层斜上支撑 接头上并与顶层斜上支撑接头固定；
将横梁与顶梁连接件固定： 将横梁的两端支撑在水平支撑接头上与水平支撑接头固定。
作为改进， 安装方法包括：
先将横梁的两端均插接梁挂接件， 横梁与梁挂接件活动连接， 再将梁挂接件悬挂在对应 的横梁上， 然后调整横梁与梁挂接件的相对位置， 最后将梁挂接件与横梁固定。
作为改进， 安装方法包括：
先将连接梁插接固定在的对应的梁柱连接件的连接梁插接头上；
将檐连接件的连接梁插接头插入对应连接梁的端部并与连接梁的端部插接固定； '完成连接梁、 檐连接件的固定后， 将边梁放置在相邻的两个檐连接件间的边梁支撑接头 上， 由边梁支撑接头直接支撑边梁， 再将边梁的端部与对应的边梁支撑接头固定。
作为改进， 安装方法包括：
先将连接梁、 边梁与檐插接件插接固定， 再将连接梁的另一个端部与梁柱连接件的连接 梁插接头插接固定。
本发明相对现有技术的有益效果是：
当梁柱连接件与立柱和横梁安装在一起时， 由于立柱插接头、 支撑接头和梁柱连接 件本体一体成型， 相对传统建筑钢结构框架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， 大大减少螺栓等紧固连接或焊接的连接环节， 大大降低 了应力过度集中于梁和柱或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。 由于梁柱连接件的立柱插接头与立柱相互插入式连接， 这样当将梁柱连接件插入置 放位于其下的立柱时， 梁柱连接件就能直接支撑在立柱上； 当立柱插入置放在位于其下 方的梁柱连接件上时， 立柱就能直接支撑在梁柱连接件上， 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， 立柱和梁柱连接件连接在一起后， 具有支撑和被支撑 的关系， 使受力好。 当横梁与支撑接头安装在一起时， 支撑接头支撑横梁， 受力好。 本 技术的连接方式还能将建筑重量负荷， 均匀而又合理的在梁和柱或梁和梁之间传递， 把 负荷力合理的传递到立柱上， 最后合理的传递分布到地基上， 使螺栓等紧固件或者是焊 接处不再需要承受立柱或横梁的支撑力， 大大降低建筑框架结构的应力集中， 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， 传统建筑 钢结构框架梁和柱或梁和梁之间为了实现采用螺栓紧固连接或悍接的连接方式， 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， 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， 而本技术的梁柱连接件 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。
不同于传统的现场浇灌混凝土， 工厂化制作梁柱连接件， 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， 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。
通过顶层梁柱连接件的各种梁柱连接件与立柱和横梁连接， 可以构成一层建筑的多 种框架结构。 通过底层梁柱连接件、 中间层梁柱连接件与立柱和横梁连接， 可以构成多 层建筑的框架结构。 由于底层梁柱连接件和顶层梁柱连接件又包括多种梁柱连接件， 因 此每层又可构成多种框架结构。 通过底层梁柱连接件、 中间层梁柱连接件和顶层梁柱连 接件与立柱和横梁连接， 不但可以构成多层建筑， 而且使建筑物的底层也具有建筑框架 结构， 通过底层连接件焊接在管桩连接地框上， 再通过浇注水泥混凝土与地下管桩固定 在一起， 大大提高建筑物的抗震功能、 使用寿命、 使用安全性， 再打入地下管桩， 建筑 物的抗震功能、 使用寿命、 使用安全性更好。
通过顶梁与顶层斜上支撑接头、 顶层梁柱连接件连接， 形成斜屋顶框架。 顶层斜上 支撑接头的最外端到梁柱连接件本体中心的水平距离小于顶层斜上支撑接头正下方的支 撑接头的支撑横梁水平面到到梁柱连接件本体中心的最小水平距离， 在安装横梁时， 不 会与顶层斜上支撑接头干涉。 通过顶层插接件， 顶梁挂接件的配合， 很方便在斜屋顶相 邻的梁柱连接件之间增加顶梁， 满足安装的需要。 通过顶层挂接件， 顶梁挂接件的配合， 在斜屋顶相邻的梁柱连接件之间增加顶梁更方便。
加强接头使梁和 /柱首尾连接， 使建筑框架结构形成三角形的支撑单元， 从而稳定性 最好。
水槽支撑部上安装有水槽， 下雨时使屋顶上的水汇聚到水槽中再从设定的位置流到 地面或与槽连通的水管流到地面。
通过在挡墙立柱插接头上安装挡墙立柱， 再安装挡墙， 当屋顶为平面屋顶时， 挡墙 起到安全护栏的作用； 当屋顶为斜面屋顶时， 挡墙起到装饰的作用。
通过在梁柱连接件上设有连接梁插接头， 与连接梁、 檐连接件或檐插接件、 边梁配 合， 构成屋檐、 阳台等框架， 结构简单、 牢固， 安装方便、 省力。 在梁柱连接件本体设 有连接臂， 在连接臂端部上设有边梁支撑接头， 构成屋檐、 阳台等框架结构更简单.、 更 牢固， 安装更方便、 更省力。在檐连接件上或檐插接件上或连接臂上设有边立柱插接头, 可很方便的构成带护栏的阳台。
这种横梁为天车导轨的梁柱连接件， 用于厂房框架结构， 支撑接头用来支撑天车导 轨， 天车导轨的现场安装简单， 天车导轨与立柱间的连接受力好。
在梁柱连接件本体的同一侧设有两个以上的水平支撑接头和 /或两个以上的立柱插 接头， 可大大提高框架结构的承受力。
水平支撑接头的两个限位凸部之间的间隙形成容置端部被加工成 T字形的横梁端部 的垂直部的容置槽， 结构简单， 铸造梁柱连接件的模具简单， 降低生产成本。
水平支撑接头的限位凸部即容置槽的侧壁为从侧凸部的顶面垂直向上延伸再水平向 外弯折而成， 受力好， 便于将横梁与梁柱连接件顶紧的螺钉的安装。
水平支撑接头的两个限位凸部与其对应的侧凸部形成容置横梁端部的容置槽， 安装 时横梁不需加工， 节省安装时间， 且能适合方管形钢管、 H形钢管等。
立柱为 H型钢或工字形钢，立柱插接头的竖直凸部插入立柱内， H型钢或工字形钢 立柱的连接部容置在容置槽内， 立柱通过螺纹紧固件穿过第一螺纹孔和第二螺纹孔与立 柱抵接与两个竖直凸部插接， 安装方便、 可靠， 调整立柱的位置和垂直度方便。
插接头采用管形凸部的方式， 与圆钢管或方钢管的立柱的端部插接方便， 且将插接 在一起的立柱和梁柱连接件固定也方便。 在管形凸部上设有弹性凸舌， 插接头插入对应 的梁或柱时相互间不会晃动， 插入梁时可不再需要通过焊接或紧固件等其它方式固定。 在管形凸部的侧壁上设有螺纹孔或填焊通槽， 固定方式简单， 固定可靠。 立柱为圆钢管 或方钢管， 管形凸部的内侧面与圆钢管或方钢管立柱的外侧面配合， 立柱插入立柱插接 头的竖直凸部内， 通过锁紧螺钉安装在螺纹孔上对立柱与管形凸部锁紧。 通过将焊料焊 接到填焊通孔内将立柱插接头与立柱固定在一起， 和 /或将立柱插接头与立柱固定在一 起， 这样一方面使梁柱连接件与立柱的连接牢固可靠， 另一方面由于焊接只是起固定作 用， 焊接位置并不需要承受支撑立柱或横梁的支撑力， 因此也不会造成框架结构节点应 力集中的现象。
支撑接头侧凸部下方的加强筋， 大大提高支撑接头可承受的支撑力， 从而进一步提 高框架结构的抗震功能、 使用寿命、 使用安全性。
通过将焊料焊接到填焊通孔内将支撑接头与横梁固定在一起， 这样一方面使梁柱连 接件与横梁的连接牢固可靠， 另一方面由于悍接只是起固定作用， 焊接位置并不需要承 受支撑立柱或横梁的支撑力， 因此也不会造成框架结构节点应力集中的现象。
将调整工具插入调整孔， 就可调节梁或柱相对梁柱连接件的位置， 调节方便， 省力。 在梁柱连接件不设有支撑接头的外侧面设有固定墙板的螺纹孔或通孔， 安装墙板时 方便。
立柱插接头与立柱接触的面的外周与立柱的外周齐平， 横梁的侧面与支撑接头的侧 面齐平， 这样框架结构的外观美观， 可以直接作为建筑物的外立面。
采用梁挂接件， 将梁挂接件悬挂到对应横梁上即可， 就能很方便、 快速地完成横梁 与横梁之间的连接、 将斜顶梁安装到斜屋顶的横梁上和楼梯框架结构的安装。 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横 梁， 由于梁挂接件的梁插接头、 悬挂部和连接部一体成型梁挂接件直接支撑加强梁， 横 梁直接支撑梁挂接件， 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。 采 用挂接件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。
采用插接件， 可以很方便、 快速地完成梁与梁之间的连接， 柱和柱之间的连接， 梁 与柱之间的连接， 阳台、 楼梯、 挡墙等的护栏之间的连接。 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。
L形的侧挡板的一边伸入侧挡板定位槽内并与梁柱连接件固定， L形侧挡板与梁柱连 接件形成周边首尾相连的挡墙， 与楼板支撑模板等形成浇注水泥楼板的容置空间， 便于 浇注水泥混凝土形成平行于水平面的楼板， 浇注水泥楼板时不再需要传统的支撑模板支 撑， 大大减少原材料的浪费。 支撑模板还可包括上支撑模板和下支撑模板， 下支撑模板 通过螺钉和螺母固定在上支撑模板上， 浇注的水泥混凝土凝固后， 下支撑模板拆卸下来， 进一步减少原材料的浪费， 留在楼板内的螺母还可作为后续的装修如吊顶使用。
金属梁柱连接件一边采用铸造成型， 采用铸造的梁柱连接件的成型方法， 成本低， 便于成型各种结构的梁柱连接件。 塑胶梁柱连接件采用注塑成型的方法， 成型的梁柱连 接件的质量好。
本发明的安装方法， 省力、 快捷、 方便。
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。
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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 14的立体示意图。
图 15是本发明实施例 15的立体示意图。
图 16是本发明实施例 16的立体示意图。
图 17是本发明实施例 17的立体示意图。
图 18是本发明实施例 18的立体示意图。
图 19是本发明实施例 19的立体示意图。
图 20是本发明实施例 20的立体示意图。
图 21是本发明实施例 21的立体示意图。
图 22是本发明实施例 22的立体示意图。
图 23是本发明实施例 23的立体示意图。
图 24是本发明实施例 24的立体示意图。
图 25是本发明实施例 25的立体示意图。
图 26是本发明实施例 26的立体示意图。
图 27是本发明实施例 27的立体示意图。
图 28是本发明实施例 28的立体示意图。
图 29是本发明实施例 29的立体示意图。
图 30是本发明实施例 30的立体示意图。 图 31是本发明实施例 31的立体示意图。 图 32是本发明实施例 32的立体示意图。 图 33是本发明实施例 33的立体示意图。 图 34是本发明实施例 34的立体示意图。 图 35是本发明实施例 35的立体示意图。 图 36是本发明实施例 36的立体示意图。 图 37是本发明实施例 37的立体示意图。 图 38是本发明实施例 38的立体示意图。 图 39是本发明实施例 39的立体示意图。 图 40是本发明实施例 40的立体示意图。 图 41是本发明实施例 41的立体示意图。 图 42是本发明实施例 42的立体示意图。 图 43是本发明实施例 43的立体示意图。 图 44是本发明实施例 44的立体示意图。 图 45是本发明实施例 45的立体示意图。 图 46是本发明实施例 46的立体示意图。 图 47是本发明实施例 47的立体示意图。 图 48是本发明实施例 48的立体示意图。 图 49是本发明实施例 49的立体示意图。 图 50是本发明实施例 50的立体示意图。 图 51是本发明实施例 51的立体示意图。 图 52是本发明实施例 52的立体示意图。 图 53是本发明实施例 53的立体示意图。 图 54是本发明实施例 54的立体示意图。 图 55是本发明实施例 55的立体示意图。 图 56是本发明实施例 56的立体示意图。 图 57是本发明实施例 57的立体示意图。 图 58是本发明实施例 58的立体示意图。 图 59是本发明实施例 59的立体示意图。 图 60是本发明实施例 60的立体示意图。 图 61是本发明实施例 61的立体示意图。 图 62是本发明实施例 62的立体示意图。 图 63是本发明实施例 63的立体示意图。 图 64是本发明实施例 64的立体示意图。 图 65是本发明实施例 65的立体示意图。 图 66是本发明实施例 66的立体示意图。 图 67是本发明实施例 67的立体示意图。 图 68是本发明实施例 68的立体示意图。 图 69是本发明实施例 69的立体示意图。 图 70是本发明实施例 70的立体示意图。 图 71是本发明实施例 71的立体示意图。 图 72是本发明实施例 72的立体示意图。 图 73是本发明实施例 73的立体示意图。
图 74是本发明实施例 74的立体示意图。
图 75是本发明实施例 75的立体示意图。
图 76是本发明实施例 76的立体示意图。
图 77是本发明实施例 77的立体示意图。
图 78是本发明实施例 78的立体示意图。
图 79是本发明实施例 79的立体示意图。
图 80是本发明实施例 79的顶梁连接件的立体示意图。
图 81是本发明实施例 79的另一顶梁连接件的立体示意图。 图 82是本发明实施例 79的顶层挂接件的立体示意图。
图 83是本发明实施例 79的顶梁挂接件的立体示意图。
图 84是本发明实施例 80的立体示意图。
图 85是本发明实施例 80的底层连接件的立体示意图。
图 86是本发明实施例 80的插接件的立体示意图。
图 87是本发明实施例 80的另一插接件的立体示意图。
图 88是本发明实施例 81的立体示意图。
图 89是本发明实施例 81的梁柱平面插接件的立体示意图。 图 90是本发明实施例 81的顶层插接件的立体示意图。
图 91是本发明实施例 81的顶梁挂接件的立体示意图。
图 92是本发明实施例 82的顶梁挂接件的立体示意图。
图 93是本发明实施例 83的插接件的立体示意图。
图 94是本发明实施例 83的插接件的立体示意图。
图 95是本发明实施例 83的另一插接件的立体示意图。
图 96是本发明实施例 83的顶层挂接件的立体示意图。
图 97是本发明实施例 83的顶梁挂接件的立体示意图。
图 98是本发明实施例 84的立体示意图。
图 99是本发明实施例 84的第一檐连接件的立体示意图。 图 100是本发明实施例 84的第三檐连接件的立体示意图。 图 101是本发明实施例 84的梁柱平面插接件的立体示意图。 图 102是本发明实施例 85的立体示意图。
图 103是本发明实施例 85的第五檐连接件的立体示意图。 图 104是本发明实施例 85的第六檐连接件的立体示意图。 图 105是本发明实施例 86的立体示意图。
图 106是本发明实施例 87的立体示意图。
图 107是本发明实施例 88的立体示意图。
图 108是本发明实施例 88的立体示意图。
图 109是本发明实施例 88的平面梁插接件的立体示意图。 图 110是本发明实施例 88的第一梁挂接件的立体示意图。 图 111是本发明实施例 88的第二梁挂接件的立体示意图。 图 112是本发明实施例 88的第五梁挂接件的立体示意图。 图 113是本发明实施例 88的第四梁挂接件的立体示意图。 图 114是本发明实施例 88的第一檐连接件的立体示意图。 图 115是本发明实施例 88的第三檐连接件的立体示意图。
图 116是本发明实施例 88的第一边梁柱连接件的立体示意图。
图 117是本发明实施例 88的第七檐连接件的立体示意图。
图 118是本发明实施例 88的第三边梁柱连接件的立体示意图。
图 119是本发明实施例 88的第十一檐连接件的立体示意图。
图 120是本发明实施例 89的立体示意图。
图 121是本发明实施例 89的檐插接件的立体示意图。
图 122是本发明实施例 89的檐插接件的立体示意图。
图 123是本发明实施例 89的檐插接件的立体示意图。
图 124是本发明实施例 89的檐插接件的立体示意图。
图 125是本发明实施例 89的檐插接件的立体示意图。
图 126是本发明实施例 89的檐插接件的立体示意图。
图 127是本发明实施例 90的立体示意图。
图 128是本发明实施例 91的立体示意图。
图 129是本发明实施例 92的立体示意图。
图 130是本发明实施例 92的顶层挂接件的立体示意图。
图 131是本发明实施例 93的立体示意图。
图 132是本发明实施例 93的插接件的立体示意图。
图 133是本发明实施例 93的另一插接件的立体示意图。
图 134是本发明实施例 94的立体分解示意图。
图 135是本发明实施例 94的一种底层连接件的示意图。
图 136是本发明实施例 94的平面插接件的示意图。
图 137是本发明实施例 95的立体分解示意图。
图 138是沿图 137的 A-A的剖视示意图。
图 139是图 138的 I部的放大示意图。
图 140是本发明实施例 96的立体分解示意图。
图 141是本发明实施例 97的立体分解示意图。
图 142是本发明实施例 97的插接件的立体示意图。
图 143是本发明实施例 97的另一插接件的立体示意图。
图 144是本发明实施例 97沿固定玻璃板螺钉的轴线剖切的剖切图。
图 145是本发明实施例 98的立体分解示意图。
图 146是本发明实施例 99的立体分解示意图。
图 147是本发明实施例 100的立体分解示意图。
图 148是本发明实施例 101的立体分解示意图。
具体实施方式
实施例 1
如图 1所示， 梁柱连接件， 为底层梁柱连接件， 包括一体成型的梁柱连接件本体 1， 一个需与垂直水平面方向的立柱端部插接固定的上立柱插接头 2，两个直接支撑与水平面 平行的横梁、 与横梁的端部连接固定的水平支撑接头 3、 水平支撑接头 4。
在梁柱连接件本体 1上方设有直接支撑立柱的支撑立柱水平面 5。上立柱插接头包括 从支撑立柱水平面竖直向上延伸的对称的、 开口朝向两侧的、 水平并排的 U型块 6、 U 型块 7。 U型块 6、 U型块 7之间的间隙形成与工字形钢的连接部配合的容置槽。 U型块、 U型块相对的两个面为对立柱前后抵挡的立柱前抵挡面、 立柱后抵挡面， U型块、 U型 块的两个外侧面为对立柱左右抵挡的立柱左抵挡面和立柱右抵挡面。
在梁柱连接件本体 1的底部设有下凸部 14。 在梁柱连接件本体的两侧设有被支撑部 15。 水平支撑接头 4包括从被支撑部 15的端面沿水平方向凸设的侧凸部 8， 从侧凸部 8 的顶面垂直向上延伸再向外弯折设有两个对称的、水平并列的限位凸部 9、 限位凸部 10， 在限位凸部 9、限位凸部 10与侧凸部 8形成的凹槽的底部平面上设有圆台 11，在圆台 11 之间连接有加强筋 12， 在每个圆台 11内设有螺纹通孔 13。 限位凸部 9、 限位凸部 10之 间的间隙形成容置端部被加工成字形的边梁端部的垂直部的容置槽。
水平支撑接头 3从被支撑部的端面垂直凸设。 水平支撑接头 3的结构与水平支撑接 头 4的结构相同。 梁柱连接件由砂型模铸造成型。
实施例 2
如图 2所示， 与实施例 1不同的是， 水平支撑接头为三个， 即水平支撑接头 16、 水 平支撑接头 17、 水平支撑接头 18， 水平支撑接头 16、 水平支撑接头 17、 水平支撑接头 18相互垂直， 成 T字形。
实施例 3
如图 3所示， 梁柱连接件， 为底层梁柱连接件，包括一体成型的梁柱连接件本体 20, 一个需与垂直水平面方向的立柱端部插接固定的上立柱插接头 21， 四个成十字形直接支 撑与水平面平行的横梁、 与横梁的端部连接固定的水平支撑接头 22、 水平支撑接头 23、 水平支撑接头 24、 水平支撑接头 19。 梁柱连接件本体 20的底面为一平面。 上立柱插接 头 21和四个水平支撑接头的结构与实施例 1同。
实施例 4
如图 4所示， 梁柱连接件， 梁柱连接件为顶层梁柱连接件， 包括一体成型的梁柱连 接件本体 25， 一个需与垂直水平面方向的立柱端部插接固定的下立柱插接头 26， 两个相 互垂直、 直接支撑与水平面平行的横梁、 与横梁的端部连接固定的水平支撑接头 27、 水 平支撑接头 28。
在梁柱连接件本体 25下方设有被立柱直接支撑的被立柱支撑水平面 29。下立柱插接 头 26包括两个从被立柱支撑水平面 29竖直向下延伸而成的对称的、 开口朝向两侧的、 水平并排的 U形块 30、 U形块 31，在 U形块 30、 U形块 31的 U形槽的底部平面上设^ "圆 台 32,在圆台 32之间连接有加强筋 33， 在每个圆台 32内设有螺纹通孔 34， 还设有调整 立柱相对于梁柱连接件位置的调整孔（未示出）， 调整孔与被立柱支撑水平面 29连通并 穿过被立柱支撑水平面 29。在 U形块 30、 U形块 31的一个侧面上设有调整立柱垂直度的 螺纹通孔 35。 U形块 30、 U形块 31之间的间隙形成与 H型钢的连接部配合的容置槽。 U 形块 30、 U形块 31相对的两个面为对立柱前后抵挡的立柱前抵挡面、 立柱后抵挡面， U 形块 30、 U形块 31的两个外侧面为对立柱左右抵挡的立柱左抵挡面和立柱右抵挡面。
水平支撑接头 27、 水平支撑接头 28均包括从梁柱连接件本体 25的侧面沿水平方向 凸设的侧凸部 36,从侧凸部 36的顶面垂直向上延伸再向外弯折设有两个对称的、水平并 列的限位凸部 37、 限位凸部 38， 在侧凸部 36的底面设有与梁柱连接件本体 25相连的加 强筋 39，在限位凸部 37、限位凸部 38与侧凸部 36形成的凹槽的底部平面上设有圆台 40， 在圆台 40之间连接有加强筋 41 , 在每个圆台 40内设有螺纹通孔 42， 还设有与每个水平 支撑接头横梁端面连通、调整横梁相对于梁柱连接件位置的调整孔。水平支撑接头 27的 调整孔 43与水平支撑接头 27的横梁端面抵挡面 44连通并穿过横梁端面抵挡面 44。侧凸 部 36的顶面为直接支撑边梁的支撑边梁水平面 45。限位凸部 37、 限位凸部 38之间的间 隙形成容置端部被加工成 τ字形的边梁端部的垂直部的容置槽。 在凹槽的底部平面上设 有填焊通孔 46。 梁柱连接件包括不设有支撑接头的外侧面 47、 外侧面 48， 与外侧面 47 和水平支撑接头 27的横梁端面抵挡面 44连通的水平方向的侧挡板定位槽 49， 与外侧面 48和水平支撑接头 28的横梁端面抵挡面 50连通的水平方向的侧挡板定位槽 51。在侧板 定位槽 48、 侧挡板定位槽 49的上侧壁上均设有螺纹通孔 52。
梁柱连接件由消失模铸造成型。
实施例 5
如图 5所示， 与实施例 4不同的是， 水平支撑接头为三个， 即水平支撑接头 53、 水 平支撑接头 54、 水平支撑接头 55, 水平支撑接头 53、 水平支撑接头 54、 水平支撑接头 55相互垂直， 成 T字形。 梁柱连接件包括不设有支撑接头的外侧面 56， 与外侧面 56和 水平支撑接头 53的横梁端面抵挡面 57连通的水平方向的侧挡板定位槽 58,与外侧面 56 和水平支撑接头 55的横梁端面抵挡面 59连通的水平方向的侧挡板定位槽 （未示出）。 实施例 6
如图 6所示， 与实施例 4不同的是， 水平支撑接头为四个， 即水平支撑接头 60、 水 平支撑接头 61、 水平支撑接头 62、 水平支撑接头 63, 水平支撑接头 60、 水平支撑接头 61、水平支撑接头 62、水平支撑接头 63相互垂直， 成十字形。在梁柱连接件上不设有侧 挡板定位槽。
实施例 7
如图 7所示， 梁柱连接件， 包括一体成型的梁柱连接件本体 64， 从梁柱连接件本体 64的底部竖直向下凸设需与垂直水平面方向的立柱端部插接固定的一个下立柱插接头 65 和一个从梁柱连接件本体 64的顶部竖直向上凸设上立柱插接头 66，两个相互垂直、直接 支撑与水平面平行的横梁、与横梁的端部连接固定的水平支撑接头 67、水平支撑接头 68。
下立柱插接头 65、 水平支撑接头 67、 水平支撑接头 68的结构与实施例 4相同。 上 立柱插接头 66和下立柱插接头 65关于其中心位置水平面对称。
实施例 8
如图 8所示， 与实施例 7不同的是， 水平支撑接头为三个， 即水平支撑接头 70、水. 平支撑接头 71、 水平支撑接头 72， 水平支撑接头 70、 水平支撑接头 71、 水平支撑接头 72相互垂直， 成 T字形。
实施例 9
如图 9所示， 与实施例 7不同的是， 水平支撑接头为四个， 即水平支撑接头 75、 水 平支撑接头 76、 水平支撑接头 77、 水平支撑接头 78， 水平支撑接头 75、 水平支撑接头 76、 水平支撑接头 77、 水平支撑接头 78相互垂直， 成十字形。
实施例 10
如图 10所示， 与实施例 8不同的是， 梁柱连接件还包括设置在相邻的水平支撑接头 与立柱插接头间用来连接对角位置的梁柱连接件的加强接头 80、加强接头 81、加强接头 82、 加强接头 85。 加强接头 80、 加强接头 81、 加强接头 82均包括从连接件本体斜向凸 出的两个平行的凸部 83、 凸部 84, 凸部 83、 凸部 84形成端部被加工成 T字形的梁的垂 直部侧向插入的容置槽。
实施例 11
如图 11所示， 梁柱连接件为顶层梁柱连接件， 包括一体成型的梁柱连接件本体 90， 一个下立柱插接头 91， 一个水平支撑接头 92， 一个顶层斜上支撑接头 93。下立柱插接头 91、 水平支撑接头 92的结构与实施例 4相同。 在梁柱连接件本体 90设有斜向上的弯折部 94。 顶层斜上支撑接头 93包括从垂直弯 折部 94的端面沿斜向上方向延伸的侧凸部 95。 在垂直侧凸部 95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 96、 限位凸部 97， 在限位凸部 96、 限位凸部 97与侧凸部形成的凹槽的底部平面上均设有圆台 98， 在圆台 98之间连接有加强筋 99， 在圆台 98内设有螺纹通孔 100。 在侧凸部 95的下方设有与梁柱连接件本体 90连在一起 的加强筋 101。
实施例 12
如图 12所示， 与实施例 11不同的是， 水平支撑接头为二个， 即水平支撑接头 105、 水平支撑接头 106， 水平支撑接头 105、 水平支撑接头 106成一字形。
实施例 13
如图 13所示， 与实施例 11不同的是， 在顶层斜上支撑接头 110的正下方还设有水 平支撑接头 111 ;顶层斜上支撑接头 110的最外端 112到梁柱连接件本体 113中心的水平 距离小于顶层斜上支撑接头 110正下方的水平支撑接头 111的支撑横梁水平面 114到梁 柱连接件本体 113中心的最小水平距离。
实施例 14
如图 14所示， 与实施例 13不同的是， 水平支撑接头为二个， 即水平支撑接头 115、 水平支撑接头 116， 水平支撑接头 115、 水平支撑接头 116成一字形， 对称分布在顶层斜 上支撑接头 117的两侧。
实施例 15
如图 15所示，梁柱连接件为顶层梁柱连接件，包括一体成型的梁柱连接件本体 120， 一个下立柱插接头 121 , —个水平支撑接头 122， 两个关于顶层梁柱连接件中心对称的顶 层斜下插接头 123、 顶层斜下插接头 124。 下立柱插接头 121、 水平支撑接头 122的结构 与实施例 4相同。
在梁柱连接件本体上设有两个关于顶层梁柱连接件中心对称、 朝下的抵挡顶梁端面 的顶梁端面抵挡面 125。每个顶层斜下插接头垂直顶梁端面抵挡面 125向下凸设，其结构 与下立柱插接头的结构相同。
实施例 16
如图 16所示， 与实施例 15不同的是， 水平支撑接头为二个， 即水平支撑接头 126、 水平支撑接头 127， 水平支撑接头 126、 水平支撑接头 127成一字形， 对称分布在顶层斜 下插接头的两侧。
实施例 17
如图 17所示，梁柱连接件为顶层梁柱连接件，包括一体成型的梁柱连接件本体 130, 一个下立柱插接头 131， 一个水平支撑接头 132， 一个顶层斜下支撑接头 133。 在梁柱连 接件本体 130的一侧设有斜向下的凸出部 134。 顶层斜下支撑接头 133垂直凸出部 134 的端面向下凸设。
下立柱插接头 131、水平支撑接头 132与实施例 7相同。顶层斜下支撑接头 133的结 构与水平支撑接头 132的结构相同。
实施例 18
如图 18所示， 与实施例 17不同的是， 水平支撑接头为二个， 即水平支撑接头 135、 水平支撑接头 136， 水平支撑接头 135、 水平支撑接头 136成一字形， 对称分布在顶层斜 下支撑接头 137的两侧。
实施例 19 如图 19所示， 与实施例 5不同的是， 在梁柱连接件本体 140背离水平支撑接头 141 的一个外侧面 142上凸设有水槽支撑部 143，在水槽支撑部 143远离梁柱连接件本体 140 的一侧向上延伸设有抵挡部 144，侧挡板定位槽 145为连通梁柱连接件本体的内侧面和外 侧面的通槽。
实施例 20
如图 20所示， 与实施例 4不同的是， 在梁柱连接件本体 145背离水平支撑接头 146 的两个相邻的外侧面 148上凸设有独立的水槽支撑部 150，在梁柱连接件本体 145背离水 平支撑接头 147的两个相邻的外侧面 149上凸设有独立的水槽支撑部 151 ,在水槽支撑部 150远离梁柱连接件本体 145的一侧向上延伸设有抵挡部 152，在水槽支撑部 151远离梁 柱连接件本体 145的一侧向上延伸设有抵挡部 153，侧挡板定位槽 154为连通梁柱连接件 本体的内侧面和外侧面的通槽，。
实施例 21
如图 21所示，与实施例 4不同的是，在梁柱连接件本体 155背离水平支撑接头 156、 水平支撑接头 157的两个相邻的外侧面 158、 159上凸设有连成一体的水槽支撑部 160， 在水槽支撑部 160远离梁柱连接件本体 155的两侧向上延伸设有抵挡部 161、抵挡部 162， 在水槽支撑部 160上设有下水通孔 163，侧挡板定位槽 164为连通梁柱连接件本体的内侧 面和外侧面的通槽。
实施例 22
如图 22所示， 与实施例 8不同的是， 梁柱连接件为顶层梁柱连接件， 在梁柱连接件 本体 165背离水平支撑接头 166的一个外侧面上凸设有水槽支撑部 167， 在水槽支撑部 167远离梁柱连接件本体 165的一侧向上延伸设有抵挡部 168。
实施例 23
如图 23所示， 与实施例 7不同的是， 梁柱连接件为顶层梁柱连接件， 在梁柱连接件 本体 170背离水平支撑接头 171、水平支撑接头 172的两个相邻的外侧面上分别凸设有独 立的水槽支撑部 173、水槽支撑部 174, 在水槽支撑部 173远离梁柱连接件本体 170的一 侧向上延伸设有抵挡部 175，在水槽支撑部 174远离梁柱连接件本体 170的一侧向上延伸 设有抵挡部〗76。
实施例 24
如图 24所示， 与实施例 7不同的是， 梁柱连接件为顶层梁柱连接件， 在梁柱连接件 本体 180背离水平支撑接头 181、水平支撑接头 182的两个相邻的外侧面上凸设有连成一 体的水槽支撑部 183，在水槽支撑部 183远离梁柱连接件本体 180的两侧向上延伸设有抵 挡部 184、 抵挡部 185， 在水槽支撑部 183上设有下水通孔 186。
实施例 25
如图 25所示，与实施例 19不同的是，在梁柱连接件本体 190背离水平支撑接头 191 的一个外侧面上凸设有水槽支撑部 192，在水槽支撑部 192远离梁柱连接件本体 140的一 侧向上延伸设有抵挡部 193。在抵挡部 193上竖直向上凸设有挡墙立柱插接头 194。挡墙 立柱插接头 194的结构与实施例 7的上立柱插接头的结构相同。
实施例 26
如图 26所示， 与实施例 4不同的是， 在梁柱连接件本体 195背离水平支撑接头 196 的一个外侧面上凸设有水槽支撑部 197，在水槽支撑部 197远离梁柱连接件本体 195的一 侧向上延伸设有抵挡部 198， 在抵挡部 198上竖直向上凸设有挡墙立柱插接头 199。在梁 柱连接件本体 195背离水平支撑接头 200的一个外侧面上凸设有水槽支撑部 201，在水槽 支撑部 201远离梁柱连接件本体 195的一侧向上延伸设有抵挡部 202，在抵挡部 202上竖 直向上凸设有挡墙立柱插接头 203。挡墙立柱插接头 199、挡墙立柱插接头 203的结构与 实施例 7的上立柱插接头的结构相同。
实施例 27
如图 27所示， 与实施例 13不同的是， 在梁柱连接件本体 205背离顶层斜上支撑接 头 206的一个外侧面 207上凸设有水槽支撑部 208，在水槽支撑部 208远离梁柱连接件本 体 205的一侧向上延伸设有抵挡部 209，在抵挡部 209上竖直向上凸设有挡墙立柱插接头 210。 挡墙立柱插接头 210的结构与实施例 7的上立柱插接头的结构相同。
实施例 28
如图 28所示， 与实施例 14不同的是， 在梁柱连接件本体 211背离顶层斜上支撑接 头 212的一个外侧面上凸设有水槽支撑部 213， 在水槽支撑部 213远离梁柱连接件本体 211 的一侧向上延伸设有抵挡部 214， 在抵挡部 214上竖直向上凸设有挡墙立柱插接头 215。 挡墙立柱插接头 215的结构与实施例 7的上立柱插接头的结构相同。
实施例 29
如图 29所示， 与实施例 4不同的是， 在梁柱连接件本 220体背离水平支撑接头 221 的一个外侧面上凸设有水槽支撑部 222，在水槽支撑部 222远离梁柱连接件本体 220的一 侧向上延伸设有抵挡部 223， 在抵挡部 223上竖直向上凸设有挡墙立柱插接头 224， 在抵 挡部 223的一侧凸设有挡墙水平支撑接头 225， 挡墙水平支撑接头 225与水平支撑接头 226的结构、朝向相同。挡墙立柱插接头 224的结构与实施例 7的上立柱插接头的结构相 同。
实施例 30
如图 28所示， 与实施例 5不同的是， 在梁柱连接件本体 227背离水平支撑接头 228 的一个外侧面上凸设有水槽支撑部 229，在水槽支撑部 229远离梁柱连接件本体 227的一 侧向上延伸设有抵挡部 230， 在抵挡部 230上竖直向上凸设有挡墙立柱插接头 231， 在抵 挡部 231的相对的两侧凸设有对称的挡墙水平支撑接头 232、挡墙水平支撑接头 233， 挡 墙水平支撑接头 232与水平支撑接头 234的平行且朝向相同、 挡墙水平支撑接头 233与 支撑接头 235平行且朝向相同。 挡墙水平支撑接头 232与实施例 1的水平支撑接头的结 构相同。 在水平支撑接头 234的下方外侧的加强筋 216上设有将挡墙固定在梁柱连接件 上的通孔 217，在水平支撑接头 235的下方外侧的加强筋 218上设有将挡墙固定在梁柱连 接件上的通孔 219。
实施例 31
如图 31所示，与实施例 4不同的是，在梁柱连接件本体 245背离水平支撑接头 236、 水平支撑接头 237的相邻的两个外侧面上凸设有连成一体的水槽支撑部 238，在水槽支撑 部 238远离梁柱连接件本体 245的两侧向上延伸设有抵挡部 239、抵挡部 240, 在水槽支 撑部 238上设有下水通孔 241，在水槽支撑部 238远离梁柱连接件本体 245的转角位置竖 直向上凸设有凸出部 242, 在凸出部 242相邻的两侧凸设有挡墙水平支撑接头 243、挡墙 水平支撑接头 244，在凸出部 242的顶部设有挡墙立柱插接头 245。挡墙水平支撑接头 243 与水平支撑接头 236平行且朝向相同， 挡墙水平支撑接头 244与水平支撑接头 237平行 且朝向相同。 在水平支撑接头 236的下方外侧的加强筋 220上设有将挡墙固定在梁柱连 接件上的通孔 221。
实施例 32
如图 32所示， 与实施例 8不同的是， 梁柱连接件还包括从不设有支撑接头的外侧面 水平凸设的一个连接梁插接头； 连接梁插接头包括从不设有支撑接头的外侧面沿水平方 向延伸的方管形凸部 247， 在方管形凸部 247的四个外侧面上均设有弹性凸舌 248， 弹性 凸舌 248远离梁柱连接件本体 249的一端连在方管形凸部 247上， 弹性凸舌 248朝向梁 柱连接件本体 249的一端为自由端。
实施例 33
如图 33所示， 与实施例 7不同的是， 梁柱连接件还包括一个从不设有支撑接头的一 个外侧面沿水平方向凸设的连接梁插接头 250; 连接梁插接头 250结构与实施例 32的结 构相同。
实施例 34
如图 34所示， 与实施例 4不同的是， 梁柱连接件还包括一个从不设有支撑接头的一 个外侧面沿水平方向的连接梁插接头 255 ; 连接梁插接头结构与实施例 32的结构相同。 实施例 35
如图 35所示， 与实施例 5不同的是， 梁柱连接件还包括一个从不设有支撑接头的外 侧面沿水平方向的连接梁插接头 260;连接梁插接头 260的结构与实施例 32的结构相同。 实施例 36
如图 36所示， 与实施例 14不同的是， 梁柱连接件还包括一个连接梁插接头 263;在 梁柱连接件本体 264背离顶层斜上支撑接头 265的外侧面上斜向下设有凸出部 266。连接 梁插接头 263垂直凸出部 266的底面 267斜向下凸设。 连接梁插接头 263与下立柱插接 头 268的结构相同。
实施例 37
如图 37所示， 与实施例 13不同的是， 梁柱连接件还包括一个连接梁插接头 272;在 梁柱连接件本体 273背离顶层斜上支撑接头 274的外侧面上斜向下设有凸出部 275，连接 梁插接头 272垂直凸出部 275的底面 276斜向下凸设。连接梁插接头结构与实施例 36同。 实施例 38
如图 38所示， 与实施例 4不同的是， 梁柱连接件还包括一个连接梁插接头 277; 在 梁柱连接件本体 282背离水平支撑接头 278、水平支撑接头 279相邻的外侧面上的转角位 置斜向下设有凸出部 280，连接梁插接头 277垂直凸出部 280的底面 281斜向下凸设。连 接梁插接头 277结构与实施例 36同。
实施例 39
如图 39所示， 与实施例 4不同的是， 梁柱连接件还包括一个连接梁插接头 285; 在 梁柱连接件本体 286背离水平支撑接头 287的一个外侧面上斜向下设有凸出部， 连接梁 插接头 285垂直凸出部的底面斜向下凸设。 连接梁插接头 285结构与实施例 36同。 实施例 40
如图 40所示， 与实施例 5不同的是， 梁柱连接件还包括一个连接梁插接头 290; 在 梁柱连接件本体 291背离水平支撑接头 292的外侧面上斜向下设有凸出部，，连接梁插接 头 290垂直凸出部的底面斜向下凸设。 连接梁插接头 290的结构与实施例 36同。
实施例 41
如图 41所示， 与实施例 7不同的是， 梁柱连接件还包括一个连接梁插接头 295; 在 梁柱连接件本体 296背离水平支撑接头 297的一个外侧面上斜向下设有凸出部 298，连接 梁插接头 295垂直凸出部 98的底面斜向下凸设。连接梁插接头 295结构与实施例 36同。 实施例 42
如图 42所示， 与实施例 8不同的是， 梁柱连接件还包括一个连接梁插接头 300; 在 梁柱连接件本体 301背离水平支撑接头 302的外侧面上斜向下设有凸出部 303，连接梁插 接头 300垂直凸出部 303的底面斜向下凸设。 连接梁插接头 300结构与实施例 36同。 实施例 43
如图 43所示， 与实施例 7不同的是， 梁柱连接件还包括一个连接梁插接头 305; 在 梁柱连接件本体 306背离水平支撑接头 307、水平支撑接头 308相邻的外侧面上的转角位 置斜向下设有凸出部 309，连接梁插接头 305垂直凸出部 309的底面斜向下凸设。连接梁 插接头 305的结构与实施例 36同。
实施例 44
如图 44所示， 与实施例 43不同的是， 水平支撑接头 401、水平支撑接头 401形成的 夹角为 135°
实施例 45
如图 45所示， 与实施例 4不同的是， 梁柱连接件还包括与梁柱连接件本体 405—体 成型的、在梁柱连接件本体 405背离水平支撑接头 406、水平支撑接头 407的两个相邻外 侧面的转角位置设有斜向下再竖直向下凸出梁柱连接件本体 405的连接臂 408，在连接臂 408的竖直端部 409的两侧均设有边梁支撑接头 410、 边梁支撑接头 411 , 边梁支撑接头 410与水平支撑接头 406同向且平行，边梁支撑接头 411与水平支撑接头 407同向且平行。 边梁支撑接头 410、 边梁支撑接头 411的结构与实施例 1的水平支撑接头结构相同。 实施例 46
如图 46所示， 与实施例 4不同的是， 梁柱连接件还包括与梁柱连接件本体 415—体 成型的、 在梁柱连接件本体 415背离水平支撑接头 416的一个外侧面上设有斜向下再竖 直向下凸出梁柱连接件本体 415的连接臂 417，在连接臂 417的竖直端部 418的一侧设有 边梁支撑接头 419,边梁支撑接头 419与水平支撑接头 420的同向且平行。边梁支撑接头 420的结构与实施例 1的水平支撑接头结构相同。
实施例 47
如图 47所示， 与实施例 5不同的是， 梁柱连接件还包括与梁柱连接件本体 425—体 成型的、 在梁柱连接件本体 425背离水平支撑接头 426的外侧面上设有斜向下再竖直向. 下凸出梁柱连接件本体 425的连接臂 427，在连接臂 427的竖直端部 428的两侧分别设有 边梁支撑接头 429、边梁支撑接头 430， 边梁支撑接头 429与水平支撑接头 431的同向且 平行，边梁支撑接头 430与水平支撑接头 432的同向且平行。边梁支撑接头 429、边梁支 撑接头 430的结构与实施例 1的水平支撑接头结构相同。
实施例 48
如图 48所示， 与实施例 7不同的是， 梁柱连接件还包括与梁柱连接件本体 435—体 成型的、 在梁柱连接件本体 435背离水平支撑接头 436的一个外侧面上设有斜向下再竖 直向下凸出梁柱连接件本体的连接臂 437，在连接臂 437的竖直端部 438的一侧设有边梁 支撑接头 439， 边梁支撑接头 439与水平支撑接头 440的同向且平行。边梁支撑接头 439 的结构与实施例 1的水平支撑接头结构相同。
实施例 49
如图 49所示， 与实施例 8不同的是， 梁柱连接件还包括与梁柱连接件本体 441一体 成型的、 在梁柱连接件本体 441背离水平支撑接头 442的外侧面上设有斜向下再竖直向 下凸出梁柱连接件本体的连接臂 443,在连接臂 443的竖直端部 444的两侧分别设有边梁 支撑接头 445、 边梁支撑接头 446， 边梁支撑接头 445与水平支撑接头 447同向且平行， 边梁支撑接头 446与水平支撑接头 448同向且平行。 边梁支撑接头 445、 边梁支撑接头 446的结构与实施例 1的水平支撑接头结构相同。
实施例 50
如图 50所示， 与实施例 7不同的是， 梁柱连接件还包括与梁柱连接件本体 450—体 成型的、在梁柱连接件本体 450背离水平支撑接头 451、水平支撑接头 452的两个相邻外 侧面的转角位置设有斜向下再竖直向下凸出梁柱连接件本体 450的连接臂 453，在连接臂 453的竖直端部 454的两侧均设有边梁支撑接头 455、 边梁支撑接头 456， 边梁支撑接头 455与水平支撑接头 451同向且平行，边梁支撑接头 456与水平支撑接头 452同向且平行。 边梁支撑接头 455、 边梁支撑接头 456的结构与实施例 1的水平支撑接头结构相同。 实施例 51
如图 51所示， 与实施例 4不同的是， 梁柱连接件还包括与梁柱连接件本体 458—体 成型的、 在梁柱连接件本体 458背离水平支撑接头 459的一个外侧面上设有水平凸出梁 柱连接件本体 458的连接臂 460， 在靠近连接臂 460端部的一侧设有边梁支撑接头 461， 边梁支撑接头 461与水平支撑接头 462同向且平行。 边梁支撑接头 461包括从靠近连接 臂 460的一侧水平延伸的开口朝上的 U形块。
实施例 52
如图 52所示， 与实施例 5不同的是， 梁柱连接件还包括与梁柱连接件本体 463—体 成型的、 在梁柱连接件本体 463背离水平支撑接头 464的外侧面上水平凸出梁柱连接件 本体 463的连接臂 465， 在靠近连接臂 465端部的两侧分别设有边梁支撑接头 466、边梁 支撑接头 467， 边梁支撑接头 466与水平支撑接头 468同向且平行， 边梁支撑接头 467 与水平支撑接头 469同向且平行。边梁支撑接头 466、边梁支撑接头 467均包括从靠近连 接臂的一侧水平延伸的开口朝上的 U形块。
实施例 53
如图 53所示， 与实施例 51不同的是， 还设有边立柱插接头 471。边立柱插接头 471 包括从连接部端部向上竖直延伸设有截面为矩形环的管形凸部， 在管形凸部的四个外侧 面上均设有弹性凸舌 472，弹性凸舌 472远离连接臂 473的一端连在方管形凸部上，弹性 凸舌 472朝向连接臂 473的一端为自由端。
实施例 54
如图 54所示， 与实施例 52不同的是， 还设有边立柱插接头 475。 边立柱插接头 475 结构与实施例 53相同。
实施例 55
如图 55所示， 梁柱连接件包括一体成型的梁柱连接件本体 478、 一个上立柱插接头 479、 一个下立柱插接头 480、一个水平支撑接头 481。上立柱插接头 479、 下立柱插接头 480结构与实施例 7相同。水平支撑接头 481包括从梁柱连接件本体一侧水平凸出的凸部， 在凸部的下方设有斜面 482, 凸部的顶面 483为支撑横梁水平面，在凸部的顶面 483远离 梁柱连接件本体 478的一侧设有限位凸部 484。凸部凸设梁柱连接件本体 478的方向与为 天车导轨的横梁垂直。 限位凸部 484与横梁平行。
实施例 56
如图 56所示， 与实施例 55不同的是， 梁柱连接件包括两个对称从梁柱连接件本体 486相对两侧凸设的水平支撑接头 487、 水平支撑接头 488。
实施例 57
如图 57所示， 梁柱连接件包括一体成型的梁柱连接件本体 490、上立柱插接头 491、 上立柱插接头 492、 下立柱插接头 493、 下立柱插接头 494、 水平支撑接头 495、 水平支 撑接头 496、 水平支撑接头 497、 水平支撑接头 498。 水平支撑接头 495、 水平支撑接头 496、水平支撑接头 497、 水平支撑接头 498形成十字形。上立柱插接头、下立柱插接头、 水平支撑接头结构与实施例 7相同。上立柱插接头 491、上立柱插接头 492水平阵列， 其 U形块的开口朝下两侧。下立柱插接头 493、下立柱插接头 494分别与上立柱插接头 491、 上立柱插接头 492关于其中心位置的水平面对称。
实施例 58
如图 58所示， 梁柱连接件包括一体成型的梁柱连接件本体 501、 上立柱插接头、 下 立柱插接头、 水平支撑接头。
在梁柱连接件本体 501上方设有直接支撑立柱的支撑立柱水平面 502。上立柱插接头 包括两个从支撑立柱水平面 502 竖直向上延伸而成的对称的、 水平并排的方管形凸部 503、 方管形凸部 504， 两个从支撑立柱水平面 502竖直向上延伸而成的对称分布在方管 形凸部 503两侧的、 开口朝向两侧的、 水平并排的 U形块 505、 U形块 506， 两个从支撑 立柱水平面 502竖直向上延伸而成的对称分布在方管形凸部 504两侧的、 开口朝向两侧 的、 水平并排的 U形块 507、 U形块 508。 U形块 505、 方管形凸部 503、 U型块 506形成 两个上立柱插接头。 U形块 507、 方管形凸部 504、 U型块 508形成两个上立柱插接头。 在每个 U形块的 1)形槽的底部平面上设有圆台 509， 在圆台 509之间连接有加强筋 510, 在每个圆台 509内设有螺纹通孔 511。在梁柱连接件本体 501下方设有被立柱直接支撑的 被立柱支撑水平面 512。下立柱插接头设置在支撑立柱水平面 512上，与上立柱插接头关 于其中心位置的水平面对称。
在梁柱连接件本体 501的四个侧面均包括水平支撑接头。 梁柱连接件本体 501相对 两个侧面上的水平支撑接头关于其中心位置的竖直面对称。 每个侧面上的水平支撑接头 均包括从梁柱连接件本体 501 的侧面沿水平方向凸设的侧凸部 513; 设置在侧凸部 5B 的顶面 514上的支撑凸部 515，沿侧凸部 513的顶面 514垂直向上延伸再向外弯折设有两 个对称分布在支撑凸部 515两侧的限位凸部 516、 限位凸部 517。在侧凸部 513的底面设 有与梁柱连接件本体 501相连的加强筋 518，侧凸部 513的顶面 514为直接支撑边梁的支 撑边梁水平面。 限位凸部 516、 支撑凸部 515之间的间隙形成容置端部被加工成 T字形 的边梁端部的垂直部的容置槽，限位凸部 517、支撑凸部 515之间的间隙形成容置端部被 加工成 T字形的边梁端部的垂直部的容置槽， 在限位凸部 516、 限位凸部 517与侧凸部 513形成的凹槽的底部平面上均设有圆台 519， 在圆台 519之间连接有加强筋 520， 在每 个圆台 519内设有螺紋通孔 521。
实施例 59
如图 59所示， 梁柱连接件包括一体成型的梁柱连接件本体 530, 需与垂直水平面方 向的立柱端部插接固定的一个上立柱插接头 531和一个下立柱插接头 532,四个水平支撑 接头 533、水平支撑接头 534、水平支撑接头 535、水平支撑接头 536。水平支撑接头 533、 水平支撑接头 534、 水平支撑接头 535、 水平支撑接头 536成十字形。
在梁柱连接件本体 530上设有直接支撑立柱的支撑立柱水平面 537。 上立柱插接头 531包括从支撑立柱水平面 537竖直向上延伸的对称的、开口朝向两侧的、水平并排的 U 型块 538、 U型块 539。 U型块 538、 U型块 539之间的间隙形成与 H型钢或工字形钢的 连接部配合的容置槽。 U型块 538、 U型块 539的两个面为对立柱前后抵挡的立柱前抵挡 面、立柱后抵挡面， U型块 538、 U型块 539的两个外侧面为对立柱左右抵挡的立柱左抵 挡面和立柱右抵挡面。
S梁柱连接件本体 530下方设有被立柱直接支撑的被立柱支撑水平面 540。下立柱插 接头 532设置在被立柱支撑水平面 540上， 与上立柱插接头 531关于其中心位置的水平 面对称。
水平支撑接头 533、 水平支撑接头 534、 水平支撑接头 535、 水平支撑接头 536均包 括从梁柱连接件本体 530的一侧水平凸设的侧凸部 541，从侧凸部 541的顶面 542竖直向 上凸设的两个并列的限位凸部 543、 限位凸部 544， 在侧凸部 541的底面设有与梁柱连接 件本体相连的加强筋 545。 限位凸部 543、 限位凸部 544之间的间隙形成容置端部被加工 成 T字形的横梁端部的垂直部的容置槽。 在限位凸部 543、 限位凸部 544上均设有水平 方向的螺纹通孔 546。
梁柱连接件由蜡模铸造成型。
实施例 60
如图 60所示， 梁柱连接件包括一体成型的梁柱连接件本体 560， 需与垂直水平面方 向的立柱端部插接固定的一个上立柱插接头 561和一个下立柱插接头 562， 三个成 T字 形的水平支撑接头 563、 水平支撑接头 564、 水平支撑接头 565。
在梁柱连接件本体 560上设有直接支撑立柱的支撑立柱水平面 566。 上立柱插接头 561包括从支撑立柱水平面 566竖直向上延伸的方管形凸部，在方管形凸部的四个外侧面 上均设有弹性凸舌 567,弹性凸舌 567远离梁柱连接件本体 560的一端连在方管形凸部上， 弹性凸舌 567朝向梁柱连接件本体 560的一端为自由端。 方管形凸部的外侧面与方钢管 立柱的内侧面配合。
在梁柱连接件本体 560下方设有被立柱直接支撑的被立柱支撑水平面 568。下立柱插 接头 562设置在被立柱支撑水平面 568上， 与上立柱插接头 561关于其中心位置的水平 面对称。
水平支撑接头 563、水平支撑接头 564、水平支撑接头 565均包括从梁柱连接件本体 560的一侧水平凸设的侧凸部 569，从侧凸部 569的顶面竖直向上凸设的两个并列的限位 凸部 570、 限位凸部 571， 在侧凸部 569的底面设有与梁柱连接件本体 560相连的加强筋 572， 在一侧的限位凸部 571上设有螺纹通孔 573。 限位凸部 570、 限位凸部 571与其对 应的侧凸部 569形成容置横梁端部的容置槽； 支撑横梁水平面为容置槽的底面 574。 实施例 61
如图 61所示，与实施例 60不同的是，上立柱插接头 580包括从支撑立柱水平面 581 竖直向上延伸的圆管形凸部， 在圆管形凸部的外侧面上均设有弹性凸舌 582， 弹性凸舌 582远离梁柱连接件本体 583的一端连在圆管形凸部上，弹性凸舌朝 582向梁柱连接件本 体 583的一端为自由端。 圆管形凸部的外侧面与圆钢管立柱的内侧面配合。
下立柱插接头 584与上立柱插接头 580关于其中心位置的水平面对称。
实施例 62
如图 62所示，与实施例 60不同的是，上立柱插接头 586包括从支撑立柱水平面 587 竖直向上延伸的阶梯状的圆管形凸部， 圆管形凸部的内侧面 588与圆钢管立柱的外侧面 配合； 在圆管形凸部的大轴侧壁上设有螺纹通孔 589。
下立柱插接头 590与上立柱插接头 586关于其中心位置的水平面对称。
实施例 63
如图 63所示，与实施例 60不同的是，上立柱插接头 595包括从梁柱连接件本体 596 向上凸设的方管形凸部，方管形凸部的内侧面 597与圆钢管或方钢管立柱的外侧面配合; 在方管形凸部的侧壁上设有填焊通槽 598。
下立柱插接头 599与上立柱插接头 595关于其中心位置的水平面对称。 实施例 64
如图 64所示， 梁柱连接件包括一体成型的梁柱连接件本体 605, 需与垂直水平面方 向的立柱端部插接固定的一个上立柱插接头 606和一个下立柱插接头 607, 三个成 T字 形的水平支撑接头 608、 水平支撑接头 609、 水平支撑接头 610。
上立柱插接头 606、 下立柱插接头 607的结构与实施例 59相同。
支撑接头 608、支撑接头 609、 支撑接头 610均包括从梁柱连接件本体的一侧水平凸 设的侧凸部 611， 在侧凸部的底面设有与梁柱连接件本体 605相连的加强筋 612。
梁柱连接件注塑成型。
实施例 65
如图 65所示， 与实施例 8不同的是， 在梁柱连接件不设有支撑接头的连接本体 613 的外侧面上设有固定墙板的通孔 614、通孔 615， 在加强筋 616的外侧面上设有固定墙板 的通孔 617， 在加强筋 618的外侧面上设有固定墙板的通孔 619。
实施例 66
如图 66所示， 与实施例 7不同的是， 在梁柱连接件不设有支撑接头的连接本体 620 的外侧面上设有固定墙板的通孔 621，在加强筋 624的外侧面上设有固定墙板的通孔 625。 实施例 67
如图 67所示， 与实施例 13不同的是， 还设有挡墙立柱插接头 630。从梁柱连接件本 体 631竖直向上凸设有竖直凸部 632,竖直凸部 632的顶部水平面 633为支撑挡墙立柱水 平面， 挡墙立柱插接头 630从竖直凸部 632的顶部水平面 633竖直向上凸设。 挡墙立柱 插接头 630的结构与实施例 7中的上立柱插接头的结构相同。
实施例 68
如图 68所示， 与实施例 14不同的是， 还设有挡墙立柱插接头 635。从梁柱连接件本 体 636竖直向上凸设有竖直凸部 637,竖直凸部 637的顶部水平面 638为支撑挡墙立柱水 平面， 挡墙立柱插接头 635从竖直凸部 637的顶部水平面 638竖直向上凸设。 挡墙立柱 插接头 635的结构与实施例 7中的上立柱插接头的结构相同。
实施例 69
如图 69所示， 与实施例 11不同的是， 还设有挡墙立柱插接头 640。从梁柱连接件本 体 641竖直向上凸设有竖直凸部 642，竖直凸部 642的顶部水平面 643为支撑挡墙立柱水 平面， 挡墙立柱插接头 640从竖直凸部 642的顶部水平面 643竖直向上凸设。 挡墙立柱 插接头 640的结构与实施例 7中的上立柱插接头的结构相同。
实施例 70
如图 70所示， 与实施例 12不同的是， 还设有挡墙立柱插接头 645。从梁柱连接件本 体 646竖直向上凸设有竖直凸部 647，竖直凸部 647的顶部水平面 648为支撑挡墙立柱水 平面， 挡墙立柱插接头 645从竖直凸部 647的顶部水平面 648竖直向上凸设。 挡墙立柱 插接头 645的结构与实施例 7中的上立柱插接头的结构相同。
实施例 71
如图 71所示， 与实施例 38不同的是， 水平支撑接头 650、水平支撑接 651头形成的 夹角为 135° 。
实施例 72
如图 72所示， 与实施例 7不同的是， 水平支撑接头 652为一个。
实施例 73
如图 73所示， 与实施例 15不同的是， 在梁柱连接件本体的两侧对称分布有有顶层 斜下支撑接头 653、 顶层斜下支撑接头 654。 顶层斜下支撑接头 653、 顶层斜下支撑接头 654的结构与实施例 1相同。
实施例 74
如图 74所示， 与实施例 16不同的是， 在梁柱连接件本体的两侧对称分布有有顶层 斜下支撑接头 655、 顶层斜下支撑接头 656。 顶层斜下支撑接头 655、 顶层斜下支撑接头 656的结构与实施例 1相同。
实施例 75
如图 75所示，与实施例 27不同的是，在抵挡部 657的一側设有与水平支撑接头 658 同向、 平行且结构相同的挡墙水平支撑接头 659。
实施例 76
如图 76所示，与实施例 28不同的是，在抵挡部 660的一侧设有与水平支撑接头 661 同向、平行且结构相同的挡墙水平支撑接头 662,在抵挡部 660的另一侧设有与水平支撑 接头 663同向、 平行且结构相同的挡墙水平支撑接头 664。
实施例 77
如图 77所示， 与实施例 22不同的是， 水平支撑接头为两个， 设置在梁柱连接件本 体 665相背的两侧， 即水平支撑接头 666、 水平支撑接头 667。
实施例 78
如图 78所示， 梁柱连接件包括梁柱连接件本体 685， 两个相互垂直带 U形容置槽的 水平凸设梁柱连接件本体 685的水平支撑接头 687、水平支撑接头 688， 一个向下竖直凸 设梁柱连接件本体 685的下立柱插接头 686。下立柱插接头 686的结构与实施例 7的下立 柱插接头的结构相同。
实施例 79
如图 79所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的、 与水平 面垂直的立柱 700、 立柱 702、 立柱 703、 立柱 705， 分布在立柱 700、立柱 702连线的中 心位置的立柱 701， 分布在立柱 703、 立柱 705连线的中心位置的立柱 704。 下立柱插接 头分别插接固定在立柱 700、立柱 701、立柱 702、立柱 703、 立柱 704、 立柱 705上的梁 柱连接件 706、梁柱连接件 707、 梁柱连接件 708、梁柱连接件 709、 梁柱连接件 710、梁 柱连接件 711。
梁柱连接件 706的结构与实施例 11相同。梁柱连接件 707的结构与实施例 12相同。 梁柱连接件 708与梁柱连接件 706关于其中心位置的水平面对称。梁柱连接件 706、梁柱 连接件 707、 梁柱连接件 708—一与梁柱连接件 711、 梁柱连接件 710、 梁柱连接件 709 关于其中心位置的水平面对称。
建筑框架结构还包括支撑固定在梁柱连接件 706、梁柱连接件 707相对的两个水平支 撑接头上与水平面平行的横梁 712， 支撑在梁柱连接件 707、梁柱连接件 708相对的两个 水平支撑接头上与水平面平行的横梁 713 , 支撑固定在梁柱连接件 709、 梁柱连接件 710 相对的两个水平支撑接头上与水平面平行的横梁 714， 支撑固定在梁柱连接件 710、梁柱 连接件 711相对的两个水平支撑接头上与水平面平行的横梁 715。
建筑框架结构还包括顶梁连接件 716、 顶梁连接件 717、 顶梁连接件 718。
如图 80所示， 顶梁连接件 716与实施例 15不同的是， 在顶梁连接件 716上不设有 下立柱插接头。如图 81所示， 顶梁连接件 717与实施例 16不同的是， 在顶梁连接件 717 上不设有下立柱插接头。 顶梁连接件 718与顶梁连接件 716关于其中心位置的竖直面对 称。 在顶梁连接件 716的两个顶梁斜插接头上分别插接固定有顶梁 719、顶梁 720。在顶 梁连接件 717的两个顶梁斜插接头上分别插接固定有顶梁 721、 顶梁 722。在顶梁连接件 718的两个顶梁斜插接头上分别插接固定有顶梁 723、 顶梁 724。
与顶梁连接件 716插接固定在一起顶梁 719、顶梁 720的另一端分别支撑固定在梁柱 连接件 706、梁柱连接件 711相对的顶层斜上支撑接头上。与顶梁连接件 717插接固定在 一起顶梁 721、顶梁 722的另一端分别支撑固定在梁柱连接件 707、梁柱连接件 710相对 的顶层斜上支撑接头上。与顶梁连接件 718插接固定在一起顶梁 723、顶梁 724的另一端 分别支撑固定在梁柱连接件 708、 梁柱连接件 719相对的顶层斜上支撑接头上。
建筑框架结构还包括与顶梁连接件 716、顶梁连接件 717相对的支撑接头支撑固定的 顶梁 725、 顶梁 726。
建筑框架结构还包括顶层挂接件 682和顶梁挂接件 680、 顶梁挂接件 684。
如图 82所示， 顶层挂接件 682包括两个成倒 V字形对称的顶层斜下插接头 691、顶 层斜下插接头 692、 悬挂部 697和连接顶层斜下插接头 691、顶层斜下插接头 692与悬挂 部 697的连接部 690; 连接部 690成倒 V形， 悬挂部 697设置在连接部 690的转角位置 并置于连接部 690的下方， 在悬挂部 697上设有开口朝下的凹槽 698; 顶层斜下插接头 691、顶层斜下插接头 692垂直连接部 690的端面斜向下凸设。顶层斜下插接头 691的结 构与实施例 16的顶层斜下插接头的结构相同。
如图 83所示， 顶梁挂接件 680包括一个悬挂部 693， 一个沿悬挂部 693的顶面向上 向外弯折而成的连接部 694;—个设置在连接部 694背离悬挂部 693的端面上并斜向上凸 设的顶层斜上插接头 695，在悬挂部 693的底部设有一个夹角成 90 0的倒 L形的缺口 696。 顶梁挂接件 680的顶层斜上插接头与梁柱连接件 730的下挡墙立柱插接头结构相同。 顶 梁挂接件 684与顶梁挂接件 680关于其中心位置的竖直面对称。
顶层挂接件 682的两个顶层斜下插接头分别与两根对称的顶梁 681、顶梁 682的端部 插接固定， 顶梁挂接件 680的顶层斜上插接头与顶梁 681的另一端端部插接固定， 顶梁 挂接件 684的顶层斜上插接头与顶梁 683的另一端端部插接固定。 顶层挂接件 682挂接 在横梁 725上， 顶梁挂接件 680悬挂在横梁 712上其夹角成 90。的倒 L形的缺口 696与 横梁 712配合， 顶梁挂接件 684悬挂在横梁 715上其夹角成 90 °的倒 L形的缺口与横梁 715配合。
建筑框架结构还包括顶层挂接件 687和顶梁挂接件 685、顶梁挂接件 689。顶层挂接 件 687与顶层挂接件 682的结构相同。 顶梁挂接件 685与顶梁挂接件 680的结构相同。 顶梁挂接件 689与顶梁挂接件 685关于其中心位置的竖直面对称。 顶层挂接件 687的两 个顶层斜下插接头分别与两根对称的顶梁 686、 顶梁 688的端部插接固定， 顶梁挂接件 685的顶层斜上插接头与顶梁 686的另一端端部插接固定，顶梁挂接件 689的顶层斜上插 接头与顶梁 688的另一端端部插接固定。 顶层挂接件 687挂接在横梁 726上。 顶梁挂接 件 685悬挂在横梁 713上， 顶梁挂接件 689悬挂在横梁 714上。
建筑框架结构的安装方法， 安装方法包括：
第一步将立柱 700、 立柱 701、 立柱 702、立柱 703、立柱 704、立柱 705安装在设定 位置， 调整立柱， 使立柱与水平面垂直且立柱的顶面在同一水平面， 并使立柱与地面固 定；
第二步将梁柱连接件 706、 梁柱连接件 707、 梁柱连接件 708、 梁柱连接件 709、 梁 柱连接件 710、 梁柱连接件 711的下立柱插接头分别插入对应的立柱 700、 立柱 701、 立 柱 702、 立柱 703、 立柱 704、 立柱 705内与立柱插接， 梁柱连接件直接支撑在立柱上， 再调梁柱连接件， 使梁柱连接件的梁支撑接头支撑横梁的水平面均在同一水平面上， 并 使梁柱连接件的下立柱插接头与位于其正下方的立柱固定；
第三步将横梁 712、 横梁 713、 横梁 714、 横梁 715的两个端部分别置放在对应的梁柱连 接件的梁支撑接头上， 并将横梁的两端与对应的梁柱连接件的梁支撑接头连接固定； 第四步将顶梁连接件 716的两个顶梁斜插接头分别与顶梁 719、顶梁 720插接固定在 一起;将顶梁连接件 717的两个顶梁斜插接头分别与顶梁 721、顶梁 722插接固定在一起； 将顶梁连接件 718的两个顶梁斜插接头分别与顶梁 723、 顶梁 724插接固定在一起； 第五步是将通过顶梁连接件插接固定在一起的顶梁的两端支撑固定在对应的梁柱连 接件的水平支撑接头上；
第六步是将横梁 725、 横梁 726的两端支撑固定在对应的顶梁连接件的支撑接头上； 第七步是将顶层挂接件 682与顶梁 681、 顶梁 682的端部插接固定， 将顶梁挂接件 680与顶梁 681的另一端插接固定，将顶梁挂接件 684的与顶梁 683的另一端端部插接固 定； 顶层挂接件 682支撑在横梁 725上， 将顶层挂接件 682支撑在横梁 725上， 顶梁挂 接件 684悬挂在横梁 715上； 将顶层挂接件 687与顶梁 686、 顶梁 688的端部插接固定， 顶梁挂接件 685与顶梁 686的另一端插接固定， 顶梁挂接件 689与顶梁 688的另一端插 接固定； 顶层挂接件 687挂接在横梁 726上。 顶梁挂接件 685悬挂在横梁 713上， 顶梁 挂接件 689悬挂在横梁 714上。
实施例 80
如图 84所示， 与实施例 79不同的是， 建筑框架结构还包括方管形的管桩连接地框 753、 管桩连接地框 754、 管桩连接地框 755、 管桩连接地框 756、 管桩连接地框 757、 管 桩连接地框 758， 分别与管桩连接地框焊接固定的底层连接件 747、 底层连接件 748、 底 层连接件 749、 底层连接件 750、 底层连接件 751、 底层连接件 752。
如图 85所示， 底层连接件均包括底层连接件本体 765， 凸设在底层连接件本体 765 上方的上立柱插接头 766， 水平凸设底层连接本体的支撑部 767， 从底层连接件本体向下 凸设并伸入管桩连接地框的抵挡部 768。支撑部 767直接支撑在管桩连接地框上，抵挡部 768伸入管桩连接地框的内腔，底层连接件与管桩连接地框焊接固定在一起。在管桩连接 地框的内腔内灌充有水泥混凝土。 底层连接件 752与底层连接件 747关于其中心位置的 竖直面对称。 底层连接件 748、 底层连接件 749与底层连接件 747关于其中心位置的竖 直面对称。 底层连接件 750、 底层连接件 751与底层连接件 752关于其中心位置的竖直 面对称。
在设有顶层斜上支撑接头的梁柱连接件 730、 梁柱连接件 731、 梁柱连接件 732、 梁 柱连接件 733、梁柱连接件 734、 梁柱连接件 735上均设有设有挡墙立柱插接头。梁柱连 接件 730的结构与实施例 69相同。 梁柱连接件 731的结构与实施例 70相同。 梁柱连接 件 730与梁柱连接件 732关于其中心位置的水平面对称。 梁柱连接件 735、 梁柱连接件 734、 梁柱连接件 733—一与梁柱连接件 730、 梁柱连接件 731、 梁柱连接件 732关于其 中心位置的水平面对称。
在梁柱连接件 730、 梁柱连接件 731、 梁柱连接件 732、 梁柱连接件 733、 梁柱连接 件 734、梁柱连接件 735的挡墙立柱插接头上依次插接固定有立柱 759、立柱 760立柱 761、 立柱 762、 立柱 763、 立柱 764。
建筑框架结构还包括与立柱 759、 立柱 760、 立柱 761、 立柱 762、 立柱 763、 立柱 764一一对应插接固定的插接件 736、插接件 737、插接件 738、插接件 739、插接件 740、 插接件 741。 如图 86所示， 插接件 736包括两个相互垂直、 分布在同一平面的插接头。 如图 87 所示， 插接件 737包括三个相互垂直、 分布在同一平面的插接头。 插接头的结构与实施 例 7的立柱插接头的结构相同。插接件 738与插接件 736关于其中心位置的水平面对称。 插接件 739、 插接件 740、 插接件 741与插接件 738、 插接件 737、 插接件 736关于其中 心位置的水平面对称。
建筑框架结构还包括两端与插接件 736、插接件 737插接固定在一起的横梁 743， 两 端与插接件 737、插接件 738插接固定在一起的横梁 744，两端与插接件 739、插接件 740 插接固定在一起的横梁 745,两端与插接件 740、插接件 741插接固定在一起的横梁 746。
工艺过程与实施例 79不同的是， 安装方法包括：
将立柱 700、 立柱 701、 立柱 702、 立柱 703、 立柱 704、立柱 705与地面固定前安装 管桩连接地框： 在地面设定位置挖六个孔， 将管桩连接地框 753、 管桩连接地框 754、 管 桩连接地框 755、 管桩连接地框 756、 管桩连接地框 757、 管桩连接地框 758固定在对应 孔内；
将立柱与地面固定前安装底层连接件： 将底层连接件 747、 底层连接件 748、 底层 连接件 749、 底层连接件 750、 底层连接件 751、 底层连接件 752依次置放在管桩连接地 框 753、 管桩连接地框 754、 管桩连接地框 755、 管桩连接地框 756、 管桩连接地框 757、 管桩连接地框 758上使底层连接件的支撑部直接支撑在对应的管桩连接地框上， 调整底 层连接件， 使底层连接件的底层上立柱插接头与水平面垂直， 支撑立柱水平面在同一水 平面， 并将底层连接件与管桩连接地框焊接固定；
立柱与地面固定为： 依次将立柱 700、 立柱 701、 立柱 702、 立柱 703、 立柱 704、 立 柱 705分别与底层连接件 747、 底层连接件 748、 底层连接件 749、 底层连接件 750、 底 层连接件 751、底层连接件 752的上立柱插接头插接，立柱直接支撑在底层连接件的支撑 立柱水平面上， 调整立柱， 使立柱与水平面垂直， 立柱的顶面在同一水平面； 灌水泥混凝土： 向管桩连接地框形成的环状空间内灌充水泥混凝土， 使底层连接件与管 桩连接地框浇注成一个整体；
最后还包括将立柱 759、 立柱 760、 立柱 761、 立柱 762、 立柱 763、 立柱 764分别与 梁柱连接件 730、 梁柱连接件 731、 梁柱连接件 732、 梁柱连接件 733、 梁柱连接件 734、 梁柱连接件 735的上立柱插接头插接， 调整立柱使之与水平面垂直且立柱的顶面在同一 水平面， 再将立柱与上立柱插接头固定；
将横梁 743的一端与插接件 736的插接头插接固定， 另一端与插接件 737的插接头 插接固定， 插接件 737的另一插接头与横梁 744的一端插接固定， 横梁 744的另一端与 插接件 738插接固定，插接件 736、插接件 737、插接件 738再分别与立柱 759、立柱 760、 立柱 761插接固定； 将横梁 745的一端与插接件 739的插接头插接固定， 另一端与插接 件 740的插接头插接固定， 插接件 740的另一插接头与横梁 746的一端插接固定， 横梁 746的另一端与插接件 741插接固定， 插接件 739、 插接件 740、 插接件 741再分别与立 柱 762、 立柱 763、 立柱 764插接固定。
实施例 81
如图 88所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的、 与水平 面垂直的立柱 770、 立柱 772、 立柱 778、 立柱 776， 分布在立柱 770、立柱 772连线的中 心位置的立柱 771， 分布在立柱 776、 立柱 778连线的中心位置的立柱 777， 分布在立柱 770、 立柱 776连线的中心位置的立柱 775， 分布在立柱 771、 立柱 777连线的中心位置 的立柱 774, 分布在立柱 772、 立柱 778连线的中心位置的立柱 773。 下立柱插接头分别 插接固定在立柱 770、 立柱 771、 立柱 772、 立柱 773、 立柱 774、 立柱 775、 立柱 776、 立柱 777、 立柱 778上的梁柱连接件 779、 梁柱连接件 780、 梁柱连接件 781、 梁柱连接 件 782、梁柱连接件 783、 梁柱连接件 784、梁柱连接件 785、梁柱连接件 786、 梁柱连接 件 787。
梁柱连接件 779的结构与实施例 55相同。梁柱连接件 784的结构与实施例 56相同。 梁柱连接件 780、梁柱连接件 781与梁柱连接件 779的结构相同。梁柱连接件 785与梁柱 连接件 779关于其中心位置的水平面对称。梁柱连接件 786、梁柱连接件 787与梁柱连接 件 785的结构相同。
建筑框架结构还包括支撑固定在梁柱连接件 779、梁柱连接件 780同侧的两个水平支 撑接头上与水平面平行的横梁 788, 支撑在梁柱连接件 780、梁柱连接件 781同侧的两个 水平支撑接头上与水平面平行的横梁 789。 支撑固定在梁柱连接件 782、 梁柱连接件 783 同一侧的两个水平支撑接头上与水平面平行的横梁 790， 支撑固定在梁柱连接件 783、梁 柱连接件 784同侧的两个水平支撑接头上与水平面平行的横梁 791。支撑固定在梁柱连接 件 784、梁柱连接件 783同一侧的两个水平支撑接头上与水平面平行的横梁 792， 支撑固 定在梁柱连接件 783、 梁柱连接件 782同侧的两个水平支撑接头上与水平面平行的横梁 793。 支撑固定在梁柱连接件 787、 梁柱连接件 788同一侧的两个水平支撑接头上与水平 面平行的横梁 794， 支撑固定在梁柱连接件 788、梁柱连接件 789同侧的两个水平支撑接 头上与水平面平行的横梁 795。
建筑框架结构还包括一端分别与梁柱连接件 779、梁柱连接件 780、梁柱连接件 781、 梁柱连接件 785、 梁柱连接件 786、 梁柱连接件 787插接固定的立柱 796、 立柱 797、 立 柱 798、立柱 802、立柱 803、立柱 804。分别与立柱 796、立柱 797、立柱 798、立柱 804、 立柱 803、 立柱 802插接固定的梁柱连接件 805、 梁柱连接件 806、 梁柱连接件 807、 梁 柱连接件 808、 梁柱连接件 809、 梁柱连接件 810。 梁柱连接件 805的结构与实施例 13 相同。梁柱连接件 806的结构与实施例 14相同。粱柱连接件 807与梁柱连接件 805关于 其中心位置的水平面对称。 梁柱连接件 808、 梁柱连接件 809、 梁柱连接件 810分别与梁 柱连接件 807、 梁柱连接件 806、 梁柱连接件 805关于其中心位置的水平面对称。
支撑固定在梁柱连接件 805、梁柱连接件 806相对的两个水平支撑接头上的横梁 841， 支撑固定在梁柱连接件 806、梁柱连接件 807相对的两个水平支撑接头上的横梁 842。支 撑固定在梁柱连接件 808、粱柱连接件 809相对的两个水平支撑接头上的横梁 843， 支撑 固定在梁柱连接件 809、 梁柱连接件 810相对的两个水平支撑接头上的横梁 844。
建筑框架结构还包括结构相同的梁柱平面插接件 769、梁柱平面插接件 815、梁柱平 面插接件 818。 如图 89所示， 梁柱平面插接件 76'9包括梁柱平面插接件本体 858， 沿竖 直方向凸设梁柱平面插接件本体 858的柱插接头 859、柱插接头 860, 沿水平方向凸设梁 柱平面插接件本体的梁插接头 861、 梁插接头 862。 柱插接头 859、 梁插接头 861、 柱插 接头 860、梁插接头 862成十字形。柱插接头的结构与实施例 7中的立柱插接头的结构相 同。 梁插接头与柱插接头的结构相同。
建筑框架结构还包括与梁柱平面插接件 769的柱插接头插接固定的立柱 801、 ^：柱 812, 与梁柱平面插接件 769的梁插接头插接固定的横梁 811、 横梁 813。 立柱 801的另 一端固定与梁柱连接件 784的上立柱插接头插接固定，横梁 811、横梁 813的另一端分别 支撑在梁柱连接件 805、 梁柱连接件 810的相对的水平支撑接头上。
建筑框架结构还包括与梁柱平面插接件 815 的柱插接头插接固定的立柱 800、 立柱 846, 与梁柱平面插接件 769的梁插接头插接固定的横梁 814、 横梁 816。 立柱 800的另 一端固定与梁柱连接件 783的上立柱插接头插接固定，横梁 814、横梁 816的另一端分别 支撑在梁柱连接件 806、 梁柱连接件 809的相对的水平支撑接头上。
建筑框架结构还包括与梁柱平面插接件 818的柱插接头插接固定的立柱 799、 立柱 847, 与梁柱平面插接件 818的梁插接头插接固定的横梁 817、 横梁 819。 立柱 799的另 一端固定与梁柱连接件 782的上立柱插接头插接固定，横梁 817、横梁 819的另一端分别 支撑在梁柱连接件 807.、 梁柱连接件 808的相对的水平支撑接头上。
建筑框架结构还包括梁柱连接件 820、 梁柱连接件 823、 梁柱连接件 826。 梁柱连接 件 820的结构与实施例 15相同。 梁柱连接件 823的结构与实施例 16相同。 还包括分别 与梁柱连接件 820的两个顶层斜下插接头插接固定的顶梁 821、顶梁 822，梁柱连接件 820 的下立柱插接头插接 '固定在立柱 812上，顶梁 821、顶梁 822的另一端分别支撑固定在梁 柱连接件 805、梁柱连接件 810的顶层斜上支撑接头上。分别与梁柱连接件 823的两个顶 层斜下插接头插接固定的顶梁 824、顶梁 825 , 梁柱连接件 823的下立柱插接头插接固定 在立柱 846上， 顶梁 824、 顶梁 825的另一端分别支撑固定在梁柱连接件 806、 梁柱连接 件 809的顶层斜上支撑接头上。 还包括分别与梁柱连接件 826的两个顶层斜下插接头插 接固定的顶梁 827、 顶梁 828， 梁柱连接件 826的下立柱插接头插接固定在立柱 847上， 顶梁 827、顶梁 828的另一端分别支撑固定在梁柱连接件 807、 梁柱连接件 808的顶层斜 上支撑接头上。 ·
建筑框架结构还包括顶层插接件 833和顶梁挂接件 831、 顶梁挂接件 835。
如图 90所示， 顶层插接件 833.包括顶层插接件本体 851， 两个斜向下凸设顶层插接 件本体 851、 成倒 V字形的顶层斜下插接头 852、 顶层斜下插接头 853， 插接头 852的结 构与实施例 16的顶层斜下插接头的结构相同。
： 如图 91所示， 顶梁挂接件 831包括一个悬挂部 854， 一个沿悬挂部 854的顶面向上 向外弯折而成的连接部 855 ;—个设置在连接部 855背离悬挂部 854的端面上并斜向上凸 设的顶层斜上支撑接头 856, 在悬挂部的底部设有一个夹角成 90。的开口朝下的 U形槽 857, '顶层斜上支撑接头 856的结构与实施 13的顶层斜上支撑接头的结构相同。 顶梁挂 接件 831悬挂在横梁 841上其 U形槽与横梁 841配合， 顶梁挂接件 835悬挂在横梁 844 上其 U形槽与横梁 844配合。 顶梁挂接件 835与顶梁挂接件 831关于其中心位置的竖直 面对称。 顶层插接件 833 的两个顶层斜下插接头分别与两根对称的顶梁 832、 顶梁 834 的端部插接固定， 顶层插接件 833支撑在横梁 829上， 顶梁 832、顶梁 834的另一端分别 支撑在顶梁挂接件 831、 顶梁挂接件 835的顶层斜上支撑接头上。
建筑框架结构还包括顶层插接件 838和顶梁挂接件 836、顶梁挂接件 840。顶层插接 件 838与顶层插接件 833的结构相同。 顶梁挂接件 836与顶梁挂接件 831。 顶梁挂接件 836悬挂在横梁 842上其 U形槽与横梁 842配合， 顶梁挂接件 840悬挂在横梁 843上其 U形槽与横梁 843配合。 顶梁挂接件 835与顶梁挂接件 831关于其中心位置的竖直面对 称。顶层插接件 838的两个顶层斜下插接头分别与两根对称的顶梁 837、顶梁 839的端部 插接固定， 顶层插接件 838支撑在横梁 830上，顶梁 837、顶梁 839的另一端分别支撑在 顶梁挂接件 836、 顶梁挂接件 840的顶层斜上支撑接头上。
实施例 82
如图 92所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的、 与水平 面垂直的立柱 880、 立柱 882、 立柱 883、 立柱 885 , 分布在立柱 880、 立柱 882连线的中 心位置的立柱 881， 布在立柱 883、 立柱 885连线的中心位置的 ΐ柱 884。 下立柱插接 头分别插接固定在立柱 880、立柱 881、立柱 882、 立柱 883、 立柱 884、立柱 885上的梁 柱连接件 886、 梁柱连接件 887、 梁柱连接件 888、梁柱连接件 889、 梁柱连接件 890、 梁 柱连接件 891。立柱 880、立柱 881、立柱 882等高， 立柱 883、立柱 884、立柱 885等高， 立柱 883、 立柱 884、 立柱 885的高度高于立柱 880、 立柱 881、 立柱 882。
梁柱连接件 886的结构与实施例 I I相同。梁柱连接件 887的结构与实施例 12相同。 梁柱连接件 888与梁柱连接件 887关于其中心位置的水平面对称。 梁柱连接件 889的结 构与实施例 1 1相同。 梁柱连接件 890的结构与实施例 12相同。 梁柱连接件 891与梁柱 连接件 889关于其中心位置的水平面对称。
建筑框架结构还包括支撑固定在梁柱连接件 886、梁柱连接件 887相对的两个水平支 撑接头上与水平面平行的横梁 892 ,.支撑在梁柱连接件 887、梁柱连接件 888相对的两个 水平支撑接头上与水平面平行的横梁 893， 支撑固定在梁柱连接件 888、 梁柱连接件 889 相对的两个水平支撑接头上与水平面平行的横梁 894 , 支撑固定在梁柱连接件 889、梁柱 连接件 890相对的两个水平支撑接头上与水平面平行的横梁 895，支撑固定在梁柱连接件 890、 梁柱连接件 891相对的两个水平支撑接头上与水平面平行的横梁 896， 支撑固定在 梁柱连接件 891、梁柱连接件 886相对的两个水平 撑接头上与水平面平行的横梁 897， 支 撑固定在梁柱连接件 890、梁柱连接件 887相对的两个水平支撑接头上与水平面平行的横 梁 898。
实施例 83 .
如图 93所示，与实施例 80不同的是，还包括打入地下深处设定位置的地下管桩 947、 地下管桩 948、 地下管桩 949、 地下管桩 950、.地下管桩 951、 地下管桩 952、 地下管桩 953、地下管桩 954、·地下管桩 955，分别圈住对应的地下管桩的上端的管桩连接地框 938、 管桩连接地框 939、 管桩连接地框 940、 管桩连接地框 941、 管桩连接地框 942、 管桩连 接地框 943、 管桩连接地框 944、 管桩连接地框 945、 管桩连接地框 946， 分别支撑在对 ， 应的管桩连接地框上的底层连接件 929、 底层连接件 930、 底层连接件 931、 底层连接件
932、 底层连接件 933、 '底层连接件 934、 底层连接件 935、 底层连接件 936、 底层连接件 937。 '
底层连接件均包括底层连接件本体， 凸设在底层连接件本体上方的上立柱插接头， 水平凸设底层连接本'体的支撑部， 从底层连接件本体向下凸设并伸入管桩连接地框的抵 挡部 支撑部直接支撑在管桩连接地框上， 抵挡部伸入管桩连接地框的内腔， 底层连接 件与管桩连接地框焊接固定在一起。 在管桩连接地框的内腔内灌充有水泥混凝土。
底层连接件 929、 底层连接件 930、 底层连接件 931、 底层连接件 932、 底层连接件
933、底层连接件 934 底层连接件 935、底层连接件 936、底层连接件 937的插接头分别 与底层立柱 920、 立柱 921、 立柱 922、 立柱 923、 立柱 924、 立柱 925、 立柱 926、 立柱 927、 立柱 928的底端一一对应插接固定。
在设有顶层斜上支撑接头的梁柱连接件 956、 梁柱连接件 957、 梁柱连接件 958、 梁 柱连接件 959、梁柱连接件 960、梁柱连接件 961上设有挡墙立柱插接头。梁柱连接件 956 的结构与实施例 67相伺。 梁柱连接件 957的结构与实施例 68相同。 梁柱连接件 958与 梁柱连接件 956关于其中心位置的水平面对称。 梁柱连接件 959、 梁柱连接件 960、 梁柱 连接件 961—一与梁柱连接件 958、梁柱连接件 957、梁柱连接件 956关于其中心位置的 水平面对称。
在梁柱连接件 956、 梁柱连接件 957、 梁柱连接件 958、 梁柱连接件 959、 梁柱连接 件 960、 梁柱连接件 961的挡墙立柱插接头上依次插接固定有立柱 962、 立柱 963、 立柱 964、 ·立柱 965、 立柱 966、 立柱 967。 建筑框架结构还包括与立柱 962、 立柱 963、 立柱 964、 立柱 965、 立柱 966、 立柱 967 一对应插接固定的插接件 968、插接件 969、插接件 970、插接件 971、插接件 972、 插接件 973。
如图 94所示，插接件 968包括三个相互垂直、分布在不同平面的结构相同插接头 990、 插接头 991、 插接头 992。 如图 95所示， 插接件 737包括三个相互垂直、 分布在同一平 面结构相同的插接头 993、 插接头 994、 插接头 995。 插接头的结构与实施例 7的立柱插 接头的结构相同。插接件 970与插接件 968关于其中心位置的水平面对称。插插接件 971、 插接件 972、 插接件 973与插接件 970、 插接件 969、 插接件 968关于其中心位置的水平 面对称。
建筑框架结构还包括两端与插揍件 968、插接件 969插接固定在一起的横梁 974， 两 端与插接件 969、插接件 970插接固定在一起的横梁 975，两端与插接件 970、插接件 971 插接固定在一起的横梁 976，两端与插接件 971、插接件 972插接固定在一起的横梁 977, 两端与插接件 972、插接件 973插接固定在一起的横梁 978两端与插接件 973、插接件 968 插接固定在一起的横梁 979。
建筑框架结构还包括顶层挂接件 982和顶梁挂接件 980、 顶梁挂接件 984。
: 如图 96所示， 顶层挂接件 982包括两个成倒 V字形的顶层斜下插接头 997、 顶层斜 下插接头 998、悬挂部 999和连接顶层斜下插接头 997、顶层斜下插接头 998与悬挂部 999 的连接部 1000; 连接部 1000成倒 V形， 悬挂部 999设置在连接部 1000的转角位置并置 于连 ½部 1000的下方， 在悬挂部 999上设有开口朝下与顶梁 1001配合的凹槽 1002; 顶 层斜下插接头 997、 顶层斜下插接头 998垂直连接部 1000的端面斜向下凸设。 顶层斜下 插接头 997的结构与实施例 16的顶层斜下插接头的结构相同。 '
如图 97所示， 顶梁挂接件 980包括一个悬挂部 1003， 一个沿悬挂部 1003的顶面向 上向外弯折而成的连接部 1004; —个设置在连接部 1004背离悬挂部 1003的端面上并斜 向上凸设的顶层斜上支撑接头 1005， 在悬挂部 1003的底部设有一个夹角成 90。的倒 L 形的缺口 1006， 顶层斜上支撑接头 1005的结构与实施 13的顶层斜上支撑接头的结构相 同。 顶梁挂接件 984与顶梁挂接件 980关于其中心位置的竖直面对称。
顶层挂接件 982的两个顶层斜下插接头分别与两根对称的顶梁 981、顶梁 982的端部 插接固定，'顶梁挂接件 980的顶层斜上插接头与顶梁 981的另一端端部插接固定， 顶梁 挂接件 984的顶层斜上插接头与顶梁 983的另一端端部插接固定， 顶梁挂接件 980悬挂 在横梁 1007上其夹角成 90。的倒 L形的缺口 1006与横梁 1007配合， 顶梁挂接件 984 悬挂在横梁上其夹角成 90。的倒 L形的缺口与该横梁配合，顶层挂接件挂接在横梁 1001 上。 ，
建筑框架结构还包括顶层挂接件 987和顶梁挂接件 985、顶梁挂接件 989。顶层挂接件 987 与顶层挂接件 982的结构相同。 顶梁挂接件 985与顶梁挂接件 980的结构相同。 顶梁挂 接件 985悬挂在横梁 842上其 U形槽与横梁 842配合，顶梁挂接件 989悬挂在橫梁 1008 上。 顶梁挂接件 989与顶梁挂接件 985关于其中心位置的竖直面对称。 顶层挂接件 987 的两个顶层斜下插接头分别与两根对称的顶梁 986、顶梁 988的端部揷接固定，顶梁挂接 件 985的顶层斜上插接头与顶梁 986的另一端端部插接固定， 顶梁挂接件 989的顶层斜 上插接头与顶梁 988的另一端端部插接固定， 顶梁挂接件 985悬挂在横梁 1008上， 顶梁 挂接件 989悬挂在横梁 1009上， 顶层挂接件 987挂接在横梁 1010上。
实施例 84. '
如图 98所示，' 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的、 与水平 面垂直的立柱 1030、 立柱 1032、 立柱 1033、 立柱 1035， 分布在立柱 1030、 立柱 1032 连线的中心位置的立柱 1031， 分布在立柱 1033、立柱 1035连线的中心位置的立柱 1034。 下立柱插接头分别插接固定在立柱 1030、立柱 1031、立柱 1032、立柱 1033、立柱 1034、 立柱 1035上的梁柱连接件 1036、梁柱连接件 1037、梁柱连接件 1038、梁柱连接件 1039、 梁柱连接件 1040、'梁柱连接件 1041。
梁柱连接件 1036的结构与实施例 37相同。 梁柱连接件 1037的结构与实施例 36相 同。梁柱连接件 1038与梁柱连接件 1036关于其中心位置的水平面对称。梁柱连接件 1041、 梁柱连接件 1040、 梁柱连接件 1039 " ^—与梁柱连接件 1036、 梁柱连接件 1037、 梁柱连 接件 1038关于其中心位置的水平面对称。
建筑框架结构还包括支撑固定在梁柱连接件 1036、梁柱连接件 1037相对的两个水平 支撑接头上与水平面平行的横梁 1042， 支撑在梁柱连接件 1037、 梁柱连接件 1038相对 的两个水平支撑接头上与水平面平行的横梁 1043， 支撑固定在梁柱连接件 1039、梁柱连 接件 1040相对的两个水平支撑接头上与水平面平行的横梁 1044，支撑固定在梁柱连接件 1040、 梁柱连接件 '1041相对的两个水平支撑接头上与水平面平行的横梁 1045。
建筑框架结构还包括结构相同的梁柱平面插接件 1047、梁柱平面插接件 1051、'梁柱 平面插接件 1055。 如图 10】所示， 梁柱平面插接件 1047包括梁柱平面插接件本体 1090， 两个水平方向凸设梁柱平面插接件本体的梁插接头 1091、梁插接头 1093， 一个沿竖直方 向向上凸设梁柱平面插接件本体的柱插接头 1092。与梁柱平面插接件 1047的两个梁插接 头插接固定的横梁 1046、 横梁 1049, 与梁柱平面插接件 1047的柱插接头插接固定的立 柱 1048。 横梁 1046、 横梁 1047的另一端分别支撑在梁柱连接件 1036、 梁柱连接件. 1041 的水平支撑接头上。与梁柱平面插接件 1051的两个梁插接头插接固定的横梁 1050、横梁 1053 , 与梁柱平面插接件 1051的柱插接头插接固定的立柱 1052。 横梁 1050、 横梁 1053 的另一端分别支撑在梁柱连接件 1037、梁柱连接件 1 040的水平支撑接头上。与梁柱平面 插接件 1055的两个梁插接头插接固定的横梁 1054、 横梁 1057， 与梁柱平面插接件 1055 的柱插接头插接固定的立柱 1056。 横梁 1054、 横梁 1057的另一端分别支撑在梁柱连接 件 1038、 梁柱连接件 1039的水干支撑接头上。
建筑框架结构还包括梁柱连接件 1058、梁柱连接件 1059、梁柱连接件 1060。梁柱连 接件 1058的结构与实施例 15相同。 梁柱连接件 1059的结构与实施例 16相同。 梁柱连 接件 1060与梁柱连接件 1058的结构相同。还包括分别与梁柱连接件 1058的两个顶层斜 下插接头插接固定的顶梁 1061、 顶梁 1062 , 顶梁 106】、 顶梁 1062的另一端分别支撑固 定在梁柱连接件 1036、'梁柱连接件 1041的相对的两个顶层斜上支撑接头上。分别与梁柱 连接件 1059的两个顶层斜下插接头插接固定的顶梁 1063、 顶梁 1064。 顶梁 1063、 顶梁 1064的另一端分别支撑固定在梁柱连接件 1037、 梁柱连接件 1040的相对的两个顶层斜 上支撑接头上。 还包括分别与梁柱连接件 1060 的两个顶层斜下插接头插接固定的顶梁 1065、 顶梁 1066。 顶梁 1065、 顶梁 1066的另一端分别支撑固定在梁柱连接件 1038、 梁 柱连接件 39的相对的两个顶层斜上支撑接头上。
建筑框架结构还包括分别与梁柱连接件 1036、 梁柱连接件 1037、 梁柱连接件 1038、 梁柱连接件 1039、 梁柱连接件 1040、 梁柱连接件 1041的连接梁插接头插接固定的第一 连接梁 1067、 第三连接梁 1068、 第二连接梁 1069、第一连接梁 1070、第三连接梁 1071、 第二连接梁 1072， 与第一连接梁 1067、 第三连接梁 1068、 第二连接梁 1069、 第一连接 梁 1070、 第三连接梁 1071、 第二连接梁 1072插接固定的第一檐连接件 1073、 第三檐连 接件 1074、 第二檐连接件 1075、 第一檐连接件 1076、 第三檐连接件 1077、 第二檐连接 件 1078。 . .
如图 99 '所示， 第一檐连接件 1073包括一体成型的第一檐连接件本体 1 083、 一个从 第一檐连接件本体 1083斜向上凸出第一梁插接头 1084， 从第一檐连接件本体 1083的一 个侧面沿水平方向凸设第一檐连接件本体 1083的一个第一边梁支撑接头 1085。第二檐连 接件 1075与第一檐连接件 1073关于其中心位置的竖直面对称。 如图 100所示， 第三檐 连接件 1074与第一檐连接件 1073的结构不同的是，第三檐连接件 1074包括两个从第三 擔连接件本体 1086相背的两侧凸设第三檐连接件本体 1086的第三边梁支撑接头 1088、 第三边梁支撑接头 1089。 第二檐连接件 1078、 第三檐连接件 1077、 第一檐连接件 1076 分别与第一檐连接件 1073、 第三檐连接件 1074、 第二檐连接件 1075关于其中心位置的 竖直面对称。 '
建筑框架结构还包括支撑固定在第一檐连接件 1073、第三檐连接件 1074的边梁支撑 接头上的边梁 1079， 支撑固定在第三檐连接件 1074、 第二檐连接件 1075的边梁支撑接 头上的边梁 1080， 支撑固定在第一檐连接件 1076、 第三檐连接件 1077的边梁支撑接头 上的边梁 1081 , 支撑固定在第三檐连接件 1077、 第二檐连接件 1078的边梁 1082。
连接梁、.檐连接件、 边梁的安装过程包括： - 先将第一连接梁 1067、 第三连接梁 1068、 第二连接梁 1069、 第一连接梁 1070、 第 三连接梁 1071、第二连接梁 1072插接固定在的对应的梁柱连接件 1036、梁柱连接件 1037、 梁柱连接件 1.038、 梁柱连接件 1039、 梁柱连接件 1040、 梁柱连接件 1041的连接梁插接 头上；
再将第一檐连接件 1073、 第三檐连接件 1074、 第二檐连接件 1075、 第一檐连接件 1076、第三檐连接件 1077、第二檐连接件 1078的连接梁插接头插入对应第一连接梁 1067、 第三连接梁 1068、 第二连接梁 1069、 第一连接梁 1070、 第三连接梁 1071、 第二连接梁 1072的端部并与连接梁的端部插接固定；
完成连接梁、檐连接件的固定后，将边梁 1079放置在第一檐连接件 1073、第三檐连 接件 1074的边梁支»接头上， 由边梁支撑接头直接支撑边梁 1079， 再将边梁 1079的端 部与第一檐连接件 1073、 第三檐连接件 1074的边梁支撑接头固定； 将边梁 1080放置在 第三檐连接件 1074、第二檐连接件 1075的边梁支撑接头上， 由边梁支撑接头直接支撑边 梁 1080, 再将边梁 1080的端部与第三檐连接件 1074、第二檐连接件 1075的边梁支撑接 头固定；将边梁 1081放置在第一檐连接件 1076、第三檐连接件 1077的边梁支撑接头上， 由边梁支撑接头直接支撑边梁 1081， 再将边梁 1081的端部与第一檐连接件 1076、 第三 檐连接件 1077的边梁支撑接头固定； 将边梁 1082放置在第三檐连接件 1077、 第二檐连 接件 1078的边梁支撑接头上， 由边梁支撑接头直接支撑边梁 1082， 再将边梁 1082的端 部与第三檐连接件 1077、 第二檐连接件 1078的边梁支撑接头固定。
实施例 85
如图 〗02所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的、 与水 平面垂直的立柱 1.121、 立柱 1 123、 立柱 1 124、 立柱 1 120 , 分布在立柱 1 121、 立柱 1 123 连线的中心位置的立柱 1 122， 分布在立柱〗】24、立柱】 120连线的中心位置的立柱 1 125。 下立柱插接头分别插接固定在立柱 1120、 立柱 1121、 立柱 1 122、 立柱 1 123、 立柱 1 124、 立柱 1 125上的梁柱连接件 1 126、梁柱连接件 1127、梁柱连接件 1 128、梁柱连接件 1 129、 梁柱连接件 1 130、 梁柱连接件】 131。
梁柱连接件 1 126的结构与实施例 43相同。 梁柱连接件 1 128的结构与实施例 42相 同。梁柱连接件 1 127与梁柱连接件 1 126关于其中心位置的水平面对称。梁柱连接件 1 127、 梁柱连接件 1128、 梁柱连接件 1129—一与梁柱连接件 1126、 梁柱连接件 1131、 梁柱连 接件 1130关于其中心位置的水平面对称。
建筑框架结构还包括支撑固定在梁柱连接件 1126、梁柱连接件 1127相对的两个水平 支撑接头上与水平面平行的横梁 1144， 支撑在梁柱连接件 1127、 梁柱连接件 1128相对 的两个水平玄撑接头上与水平面平行的横梁 1145， 支撑固定在梁柱连接件 1128、 梁柱连 接件 1129相对的两个水平支撑接头上与水平面平行的横梁 1146,支撑固定在梁柱连接件 1129、梁柱连接件 1130相对的两个水平支撑接头上与水平面平行的横梁 1147，支撑固定 在梁柱连接件 1130、 梁柱连接件 1131 相对的两个水平支撑接头上与水平面平行的横梁 1148，支撑固定在梁柱连接件 1131、梁柱连接件 1126相对的两个水平支撑接头上与水平 面平行的横梁 1149。
建筑框架结构还包括分别与梁柱连接件 1127、 梁柱连接件 1128、 梁柱连接件 1129、 梁柱连接件 1130、 梁柱连接件 11'31、 梁柱连接件 1126的连接梁插接头插接固定的第四 连接梁 1157、第 连接梁 1158、 第五连接梁 1159、第四连接梁 1160、 第六连接梁 1161、 第五连接梁 115S, 与第四连接梁 115?、 第六连接梁 1158、 第五连接梁 1159、 第四连接 梁 1160、 第六连接粱 1161、 第五连接梁 1156插接固定的第四檐连接件 1163、 第六檐连 接件.1164、 第五檐连接件 1165、 第四檐连接件 1166、 第六檐连接件 1167、 第五檐连接 件 1162。
如图 103所示，第五檐连接件 1165包括一体成型的第四檐连接件本体 1174、一个从 第四檐连接件本体 1174斜向上凸出的第四梁插接头 1175, 从第四檐连接件本体 1174相 邻的两侧面沿水平方向凸设第四檐连接件本体 1174的两个带 U形槽的第四边梁支撑接头 1176、 第四边梁支 接头 1177， 第四边梁支撑接头 1176、 第四边梁支撑接头 1177位于 第四梁插接头 1175的两侧， 第四边梁支撑接头 1176、 第四边梁支撑接头 1177凸设第四 檐连接件本体 1174的方向等于 90° 。第四檐连接件 1163与第五檐连接件 1165关于其中 心位置的竖直面对称。 如图 104所示， 第六檐连接件 1164与第四檐连接件 1163的结构 不同的是， 两个第六边梁支撑接头 1178、 第六边梁支撑接头 1179从第六檐连接件本体 1180相背的两侧凸设， 分布在同一直线上。第五檐连接件 1162、第六檐连接件 1167、第 四檐连接件 1166分别与第四檐连接件 .1163、第六檐连接件 1164、第五檐连接件 1165关 于其中心位置的竖直面对称。
建筑框架结构还包括支撑固定在第四檐连接件 1163、第六檐连接件 1164的边梁支撑 接头土的边梁 1169， 支撑固定在第六檐连接件 1164、 第五檐连接件 1165的边梁支撑接 头上的边梁 1170， 支撑固定在第五檐连接件 1165、 第四檐连接件 1166的边梁支撑接头 上的边梁 1171， 支撑周定在第四檐连接件 1166、 第六檐连接件 1167的边梁支撑接头上 的边梁 1172, 支撑固定在第六檐连接件 1167、 第五檐连接件 1162的边梁 1173。
建筑框架结构还包括分别插接固定在梁柱连接件 1126、 梁柱连接件 1127、 梁柱连接 件 1128、 梁柱连接件 1129、 梁柱连接件 1130、 梁柱连接件 1131的上立柱插接头上的立 柱 1132、 立柱 1133、 立柱 1134、 立柱 1135、 立柱.1136、 立柱 1137， 下立柱插接头插接 固定在立柱 1132、 立柱 1133、 立柱 1134、 立柱 1135、 立柱 1136、 立柱 1137上的梁柱连 接件 1138、 梁柱连接件 1139、 梁柱连接件 1140、 梁柱连接件 1141、 梁柱连接件 1142、 梁柱连接件 1143。
连接件 1138的结构与实施例 38相同。 梁柱连接件 1143的结构与实施例 40相同。 梁柱连接件 1141与梁柱连接件 1139关于其中心位置的水平面对称。 梁柱连接件 1138、 梁柱连接件 1143、 梁柱连接件 1142 - ^一与梁柱连接件 1139、 梁柱连接件 1140、 梁柱连 接件 1 141关于其中心位置的水平面对称。
建筑框架结构还包括支撑固定在梁柱连接件 1 138、梁柱连接件 1 139相对的两个水平 支撑接头上与水平面平行的横梁 1 150， 支撑固定在梁柱连接件 1139、 梁柱连接件 1 140 相对的两个水平支撑接头上与水平面平行的横梁 1 151， 支撑固定在梁柱连接件 1 140、 梁 柱连接件 Π 41相对的两个水平支撑接头上与水平面平行的横梁 1 1 52 ,支撑固定在梁柱连 接件..1 141、 梁柱连接件 1 142相对的两个水平支撑接头上与水平面平行的横梁 1 153， 支 撑固定在梁柱连接件 1 142、梁柱连接件 1 143相对的两个水平支撑接头上与水平面平行的 横梁 1154， 支撑固定在梁柱连接件 1 143、 梁柱连接件 1 1 38相对的两个水平支撑接头上 与水平面平行的横梁 1 155。 '
与梁柱连接件 1 139、 梁柱连接件 1 140、 梁柱连接件 1 141、 梁柱连接件 1 142、 梁柱 连接件 1 143、梁柱连接件 1 138的连接梁插接头插接固定的连接梁、与连接梁插接固定的 檐连接件， 支撑在檐连接件上的边梁的结构与与梁柱连接件 1 126、 梁柱连接件 1 127、 梁 柱连接件 1 128、 梁柱连接件 1 129、 梁柱连接件 1 00、 梁柱连接件 1 131的连接梁插接头 插接固定的连接梁、与连接梁插接固定的檐连接件， 支撑在檐连接件上的边梁的结构相 同。 + . · .
实施例 86 ·
. 如图 105所示， 与实施例 85不同的是， 将与每个梁柱连接件对应的连接梁、 檐连接 件与梁柱连接件制作成一个整体结构。
梁柱连接件 1202的结构与实施例 50相同。 梁柱连接件 1201的结构与实施例 49相 同。.梁柱连接件 1200与梁柱连接件 1202关于其中心位置的水平面对称。梁柱连接件 1205、 梁柱连接件 1204、 梁柱连接件 1203—一与梁柱连接件 1200、 梁柱连接件 1201、 梁柱连 接件 1202关于其中心位置的水平面对称。 ■
建筑框架结构还包括支撑固定在梁柱连接件】200、梁柱连接件 1201的边梁支撑接头 上的边梁 1212， 支撑固定在梁柱连接件 1201、.梁柱连接件 1202的边梁支撑接头上的边 梁 1213，支撑固定在梁柱连接件 12.02、梁柱连接件 1203的边梁支撑接头上的边梁 1214 , 支撑固定在梁柱连接件 1203、 梁柱连接件 1204的边梁支撑接头上的边梁 1215, 支撑固 定在梁柱连接件 1204、 梁柱连接件 1205的边梁支撑接头上的边梁 1216， 支撑固定在梁 柱连接件 1205、 梁柱连接件 1200的边梁支撑接头上的边梁 1217。
梁柱连接件 1223的结构与实施例 45相同。 梁柱连接件 1222的结构与实施例 47相 同。梁柱连接件 12 Ϊ 8与梁柱连接件 1223关于其中心位置的水平面对称。梁柱连接件 121 8、 梁柱连接件 1219、 梁柱连接件 1220—一与梁柱连接件 1223、 梁柱连接件 1222、 梁柱连 接件 1221关于其中心位置的水平面对称。
建筑框架结构还包括支撑固定在梁柱连接件 1218、梁柱连接件 1219的边梁支撑接头 上的边梁 1230， 支撑固定在梁柱连接件 1219、 梁柱连接件 1220的边梁支撑接头上的边 梁 1231 ,支撑固定在梁柱连接件 1220、梁柱连接件 1221的边梁支撑接头上的边梁 1232， 支撑固定在梁柱连接仵 1221、 梁柱连接件 1222的边梁支撑接头上的边梁 1233, 支撑固 定在梁柱连接件 1222、 梁柱连接件 1223的边梁支撑接头上的边梁 1234， 支撑固定在梁 柱连接件 1223、 梁柱连接件 1218的边梁支撑接头上的边梁 1235。
实施例 87 ■
如图 106所示， 建筑框架结构， 包括沿八角形的八个转角位置按逆时针分布的、 与 水平面垂直的立柱 1250、 立柱 1251、 立柱 1252、 立柱 1253、 立柱 1254、 立柱 1255、 立 柱 1256、 立柱 1257， 分别插接固定在立柱 1250、 立柱 1251、 立柱 1252、 立柱 1253、 立 柱 1254、 立柱 1255、 立柱 1256、 立柱 1257上的结构相同梁柱连接件 1258、 梁柱连接件 1259、 梁柱连接件' 1260、 梁柱连接件 1261、 梁柱连接件 1262、 梁柱连接件 1263、 梁柱 连接件 1264、 梁柱连接件 1265。
梁柱连接件 1258与实施例 44相同。
建筑框架结构还包括支撑固定在梁柱连接件 1258、梁柱连接件 1259相对的两个水平 支撑接头上的横梁 1306， 支撑固定在梁柱连接件 1259、 梁柱连接件 1260相对的两个水 平支撑接头上的横梁 1307， 支撑固定在梁柱连接件 1260、 梁柱连接件 1261相对的两个 水平支撑接头上的横梁 1308, 支撑固定在梁柱连接件 1261、 梁柱连接件 1262相对的两 个水平支撑接头上的横梁 1309, 支撑固定在梁柱连接件 1262、 梁柱连接件 1263相对的 两个水平支撑接头上的横梁 13 10, 支撑固定在梁柱连接件 1263、 梁柱连接件 1264相对 的两个水平支撑接头上的横梁 131 1， 支撑固定在梁柱连接件 1264、 梁柱连接件 1265相 对的两个水平支撑接头上的横梁 Π 12 , 支撑固定在梁柱连接件 1265、 梁柱连接件 1258 相对的两个水平支撑接头上的横梁 1313。
建筑框架结构还包括分别与梁柱连接件 1258、 梁柱连接件 1259、 梁柱连接件 1260、 梁柱连接件 1261、 梁柱连接件 1262、 梁柱连接件 1263、 梁柱连接件 1264、 梁柱连接件 1265的连接梁插接头插接固定的第四连接梁 1266、.第五连接梁 1267、第四连接梁 1268、 第五连接梁 1269、 第四连接梁 1270、 第五连接梁 1271、 第四连接梁 1272、 第五连接梁 1273, 分别与第四连接梁 1266、 第五连接梁 1267、 第四连接梁 1268、 第五连接梁 1269、 第四连接梁 1270、 第五连接梁 1271、 ^四连接梁 1272、 第五连接梁 1273插接固定的第 四檐连接件 1274、'第五檐连接件 1275、 第四檐连接件 1276、 第五檐连接件 1277、 第四 檐连接件 1278、 第五檐连接件 1279、 第四檐连接件 1280、 第五檐连接件 1281。
第四檐连接件 1274的结构与实施例 85中第四檐连接件的结构不同的是， 两个第四 边梁 撑接头的夹角等于 135 ° 。
'建筑框架结构还包括支撑固定在第四檐连接件 1274、第五檐连接件 1275的边梁支撑 接头上的边梁 1282, 支撑固定在第五檐连接件 1275、 第四檐连接件 1276的边梁支撑接 头上的边梁 1283， 支撑固定在第四檐连接件 1276、 第五檐连接件 1'277的边梁支撑接头 上的边梁 1284， 支撑固定在第五檐连接件 1277、 第四檐连接件 1278的边梁支撑接头上 的边梁 1285， 支撑固定在第四檐连接件 1278、 第五檐连接件 1279的边梁支撑接头上的 边梁 1286， 支撑固 '定在第五檐连接件 1279、 第四檐连接件 1280的边梁支撑接头上的边 梁 1287， 支撑固定在第四檐连接件 1280、 第五檐连接件 1281的边梁支撑接头上的边梁 1288，支撑固定在第五檐连接件 1288、第四檐连接件 1274的边梁支撑接头上的边梁 1289。
建筑框架结构还包括分别插接固定在梁柱连接件 1258、 梁柱连接件 1259、梁柱连接 件 1260、 梁柱连接件 1261、 梁柱连接件 1262、 梁柱连接件 1263、 梁柱连接件 1264、 梁 柱连接件 1265的上立柱插接头上的立柱 1290、 立柱 1291、 立柱 1292、 立柱 1293、 立柱 1294、立柱 1295、立柱 1296、立柱 1297 ,下立柱插接头插接固定在立柱 1290、立柱 1291、 立柱 1292、 立柱 1293、 立柱 1294、 立柱 1295、 立柱 1296、 立柱 1297上的梁柱连接件 1298、· 梁柱连接件 1299、 梁柱连接件 1300、 梁柱连接件 1301、 梁柱连接件 1302、 梁柱 连接件 1303、 梁柱连接件 1304、 梁柱连接件 1305。
梁柱连接件 1298.的结构与实施例 71相同。 .
与梁柱 ¾接件 1298、 梁柱连接件 1299、 梁柱连接件 1300、 梁柱连接件 1301、 梁柱 连接件 1302、 梁柱连接件 1303、.梁柱连接件 1304、 梁柱连接件 1305的连接梁插接头插 接固定的连接梁、 与连接梁插接固 的檐连接件， 支撑固定在檐连接件上的边梁支撑接 头上的边梁的结构与与梁柱连接件 1258、梁柱连接件 1259、梁柱连接件 1260、梁柱连接 件 1261、 梁柱连接件 .1262、 梁柱连接件 1263、 梁柱连接件 1264、 梁柱连接件 1265的连 接梁插接头插接固定的连接梁、 与连接梁插接固定的檐连接件， 支撑固定在檐连接件上 的边梁支撑接头上的边梁的结构相同。
实施例 88 '
如图 107所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布且两两对 称的底层连接件 1350、 底层连接件 1352、 底层连接件 1358、 底层连接件 1 356， 分布在 底层连接件 1350、 底层连接件 1356连线的中心位置的底层连接件 1 355， 分布在底层连 接件 1352、底层连接件 1358连线的中心位置的底层连接件 1353，分布在底层连接件 1350、 底层连接件 1352连线的中心位置的底层连接件 1351， 分布在底层连接件 1355、 底层连 接件 1353连线的中心位置的底层连接件 1354，分布在底层连接件 1356、底层连接件. 1358 连线的中心位置的底层连接件 1357。
.底层连接件 1356的结构与实施例 1相同。底层连接件 1354的结构与实施例 3相同。 底层连接件 1355、 底层连接件 1351、 底层连接件 1357、 底层连接件 1353的结构与实施 例 2相同。 底层连接件 1350与底层连接件 1356关于其中心位置的水平面对称。 底层连 接件 1357与底层连接件 1351关于其中心位置的水平面对称。 底层连接件 1358、 底层连 接件 1353、底层连接件 1352分别与底层连接件 1356、底层连接件 1355、底层连接件 1350 . 关于其中心位置的水平面一一对称。
建筑框架结构还包括关于其中心位置的竖直面对称的平面梁插接件 1360、 平面梁插 接件 1359。 如图 109所示， 平面梁插接件 1360包括平面梁插接件本体 1524, 三个沿水 平方向凸设平面梁插接件本体且相互垂直的梁插接头 1526、 梁插接头 1527、 梁插接头 1528。梁插接头的结构与实施例 7中的柱插接头的结构相同。与平面梁插接件 1360插接 固定的横梁 1363、'横梁 1364、 横梁 1365。 平面梁插接件 1359的梁插接头与横梁 1364 插接固定。与平面梁插接件 1359的另外两个梁插接头插接固定的横梁 1367、横梁 1368。 横梁 1365、横梁 1363的另一端分别支撑固定在底层连接件 1355、底层连接件 1350'相对 的两个水平支撑接头上。横梁 1367、横梁 1368的另一端分别支撑固定在底层连接件 1351、 底层 ¾接件 1354相对的两个水平支撑接头上。
建筑框架结构还包括支撑固定在底层连接件 1350、底层连接件 1351相对的两个水平 支撑接头上的横梁 1361， 支撑固定在底层连接件 1351、 底层连接件 1352相对的两个水 平支撑接头上的横梁 1362， 支撑固定在底层连接件 1352、 底层连接件 1353相对的两个 水平支撑接头上的横梁 1369 , 支撑固定在底层连接件 1353、 底层连接件 1354相对的两 ， 个水平支撑接头上的横梁 1372， 支撑固定在底层连接件 1353、 底层连接件 1358相对的 两个水平支撑接头上的横梁 1374， 支撑固定在底层连接件 1354、 底层连接件 1355相对 的两个水平支撑接头上的横梁 1370, 支撑固定在底层连接件 1354、 底层连接件 1357相 对的两个水平支撑接头上的横梁 1373， 支撑固定在底层连接件 1355、 底层连接件 1356 相对的两个水平支撑接头上的横梁 1371， .支撑固定在底层连接件 1356、底层连接件 1357 相对的两个水平支撑接头上的横梁 1375 ,支撑固定在底层连接件 1357、底层连接件 1358 相对的两个水平支撑接头上的横梁 1376。
建筑框架结构还包括插接固定在底层连接件 1350、 底层连接件 1351、 底层连接件 1352 , 底层连接件 1353、 底层连接件 1354、 底层连接件 1355、 底层连接件 1356、 底层 连接件 1357、 底层连接件 1358的上立柱插接头上的立柱 1377、 立柱 1378、 立柱 1379、 立柱 1380、立柱 1381.、 立柱 1382、 立柱 1383、 立柱 1384、 立柱 13β5上。 分别插接固定 在立柱 1377、立柱 1378、立柱 1381、立柱 Π82上且置于同一平面上的梁柱连接件 1386、 梁柱连接件 1387、 梁柱连接件 1388、 梁柱连接件 1389。 梁柱连接件 Π88的结构与实施 例 7相同。 梁柱连接件 1387与梁柱连接件 1388关于其中心位置的竖直面对称。 梁柱连 接件 1386与梁柱连接件 1387关于其中心位置的竖直面对称。梁柱连接件 1389与梁柱连 接件 1388关于其中心位置的竖直面对称。 .
还包括关于其中心位置的竖直面对称的平面梁插接件 1396、平面梁插接件 1392。平 面梁插接件 1396的结构与平面梁插接件 1360的结构相同。与平面梁插接件 13%插接固 . 定的横梁 1395、横梁 1398、横梁 1397。平面梁插接件 1392的梁插接¾与横梁 1397插接 固定。 与平面梁插接件 1392的另外两个梁插接头插接固定的横梁 1391、 横梁】393。 横 梁 1395、横梁 1398的另一端分别支撑固定在梁柱连接件 1389、梁柱连接件 1386相对的 两个水平支撑接头上。横梁 1 391、横梁 1393的另一端分别支撑固定在梁柱连接件 1387、 梁柱连接件 1388相对的两个水平支撑接头上。还包括支撑固定在梁柱连接件 1386、梁柱 连接件 1387相对的两个水平支撑接头上的横梁 1390， 支撑固定在梁柱连接件 1388、 梁 柱连接件 1389相对的两个水平支撑接头上的横梁 1394。横梁 1364与横梁 1397不在同一 竖直面和不在同一水平面上。 还包括插接固定在梁柱连接件 1386、 梁柱连接件 1387、 梁 柱连接件 1388、梁柱连接件 1389上的立柱 1399、立柱 1400、 立柱 1401、 立柱 1402。 还 包括分别插接固定在立柱 1399、立柱 1400、立柱 1379、立柱 1 380、立柱 1401、立柱 1402、 立柱 1383、立柱 1384、立柱 1385上并置于同一平面的梁柱连接件 1413、梁柱连接件 1414、 梁柱连接件】415、 梁柱连接件 1416、 梁柱连接件 1417、 梁柱连接件 1418、 梁柱连接件 1419、 梁柱连接件 1420、 梁柱连接件 1421。 梁柱连接件 1313、 梁柱连接件 1415的结构 与实施例 7相同 梁柱连接件 1414、 梁柱连接件 1416、 梁柱连接件 1418的结构与实施 例 8相同。 梁柱连接件 1417的结构与实施例 9相同。 梁柱连接件 1419的结构与实施例 33相同。梁柱连接件 1420的结构与实施例 32相同。梁柱连接件 1421与梁柱连接件 1419 关于其中心位置的水平面对称。
还包括关于其中心位置的竖直面对称的平面梁插接件 1410、平面梁插接件 1405。平 面梁插接件 1410的结构与平面梁'插接件 .1360的结构相同。与平面梁插接件 1410插接固 定的横梁 1409、横梁 1412、横梁 1406。平面梁插接件 1405的梁插接头与橫梁 1406插接 固定。 与平面梁插接件 1405的另外两个梁插接头插接固定的横梁 1404、 横梁 1407。 横 梁 1404、横梁 1407的另一端分别支撑固定在梁柱连接件 1414、梁柱连接件 1417相对的 两个水平支撑接头上。横梁 1409、横梁 1412的另一端分别支撑固定在梁柱连接件 1418、 梁柱连接件 1413相对的两个水平支撑接头上。横梁 Π97与横梁 1406不在同一竖直面和 不在同一水平面上。 . .
. 支撑固定在梁柱连接件 1413、 梁柱连接件 1414相对的两个水平支撑接头上的横梁
1403，支撑固定在梁柱连接件 1414、梁柱连接件 1415相对的两个水平支撑接头上的横梁 ，
1422,支撑固定在梁柱连接件 1415、梁柱连接件 1416相对的两个水平支撑接头上的横梁
1423 ,支撑固定在梁柱连接件 1416:梁柱连接件 1417相对的两个水平支撑接头上的横梁 1424 *支撑固定在梁柱连接件 1416、梁柱连接件 1421相对的两个水平支撑接头上的横梁 1425，支撑固定在梁柱连接件 1420、梁柱连接件 1421相对的两个水平支撑接头上的横梁
1426,支撑固定在梁柱连接件 141.7、梁柱连接件 1420相对的两个水平支撑接头上的横梁
1427 ,支撑固定在梁柱连接件 1419、梁柱连接件 1420相对的两个水平支撑接头上的横梁
1428 ,支撑固定在梁柱连接件 1418、梁柱连接件 1419相对的两个水平支撑接头上的横梁
1429,支撑固定在梁柱连接件 1417、梁柱连接件 1418相对的两个水平支撑接头上的横梁 1408。 还包括分别插接固定在梁柱连接件 1413、 梁柱连接件 1414、 梁柱连接件 1415、 梁柱连接件】416、· 梁柱连接件 1417、 梁柱连接件 1418、 梁柱连接件 1419、 梁柱连接件 1420、梁柱连接件 1421的上立柱插接头上的立柱 1430、立柱 1431、立柱 1432、立柱 1433、 立柱 1434、 立柱 1435、 立柱 1436、 立柱 1437、 立柱 1438。 分别插接固定在立柱 1430、 立柱 1431、 立柱 1432、 立柱 1433、 立柱 1434、 立柱 1435、 立柱 1436、 立柱 1437、 立柱 1438上并置于同一水平面的梁柱连接件 1439、 梁柱连接件 1440、 梁柱连接件 1441、 梁 柱连接件 1442、梁柱连接件 1443、梁柱连接件 1444、梁柱连接件 1445、梁柱连接件 1446、 梁柱连接件 1447。 梁柱连接件 1439、 梁柱连接件 1441的结构与实施例 4相同。 梁柱连 接件 1440、梁柱连接件 1442、梁柱连接件 1444的结构与实施例 5相同。梁柱连接件 1443 的结构与实施例 6相同。梁柱连接件 1445的结构与实施例 34相同。梁柱连接件 1446的 结构与实施例 35相同。梁柱连接件 1447与梁柱连接件 1445关于其中心位置的水平面对 称。 ' .
支撑固定在梁柱连接件 1439、 梁柱连接件 1440上的横梁 1448 , 支撑固定在梁柱连 接件 1440、 梁柱连接件 1441上的横梁 1449， 支撑固定在梁柱连接件 1441、 梁柱连接件 1442上的横梁 1450， 支撑固定在梁柱连接件 1443、 梁柱连接件 1440上的横梁 145 1， 支 撑固定在梁柱连接件 1439、梁柱连接件 1444上的横梁 1452，支撑固定在梁柱连接件 1444、 梁柱连接件 1443 ±的横梁 1453， 支撑固定在梁柱连接件 1443、梁柱连接件 1442上的横 梁 1454， 支撑固定在梁柱连接件 1442、 梁柱连接件 1447上的横梁 1455 , 支撑固定在梁 柱连接件 1443、 梁柱连接件 1446上的横梁 1456 , 支撑固定在梁柱连接件 1444、 梁柱连 接件.1445上的横梁 1457 ,支撑固定在梁柱连接件 1445、梁柱连接件 144|5上的横梁 1458， 支撑固定在梁柱连接件 1446、 梁柱连接件 1447上的横梁 1459。
如图 108所示， 建筑框架结构还包括分别与梁柱连接件 1445、 梁柱连接件 1446、 梁 柱连接件 M47的连 ¾梁插接头插接固定的第二连接梁 1491、 第三莲接梁 1492、 第一连 接梁 1493， 与第二连接梁 1491、 第三连接梁 1492、 第一连接梁 1493插接固定的第二檐 连接件 1494、 第三檐连接件 1495、 第一檐连接件 1496。
如图 1 14所示，'第一檐连接件 14%包括一体成型的第一檐连接件本体 1530、从第一 檐连接件本体 1530的一个侧相邻的两个侧面水平凸出的方管形的第一梁插接头 1531和 U形的第一边梁支撑接头 1532。 第二檐连接件 1494与第一檐连接件 1496关于其中心位 置的竖直面对称。 ·如图 115所示， 第三檐连接件 1495与第一檐连接件 1496的结构不同 的是，第三檐连接件包括两个从第三檐连接件本体 1533相背的两侧凸设第三边梁支撑接 头 1 534、 第三边梁支撑接头 1535， 第三边梁支撑接头 1534、 第三边梁支撑接头 1535共 线。 . .
建筑框架结构还包括支撑固定在第二檐连接件 1494、第三檐连接件 1495的边梁支撑 接头土的边梁 1497， 支撑固定在第三檐连接件 1495、 第一檐连接件 1496的边梁支撑接 头上的边梁 1498。 ·
如图 108所示， 建筑框架结构还包括分别与梁柱连接件 1419、 梁柱连接件 1420、 梁 柱连接件 1421 的连接梁插接头插接固定的方管形的第九连接梁 1471、 第十一连接梁 1472、第七连接梁 1473，第九檐连接件 1474、第十一檐连接件 1475、第七檐连接件 1476， 第一边立柱 1481、 第三边立柱 1480、 第二边立柱 1479。
如图 117所示，第七檐连接件 1476包括一体成型的第七檐连接件本体 1536、从第七 檐连接件本体 1536相邻的两个侧面沿水平方向凸设的方管形的梁插接头 1537和 U形的 边梁支撑接头 1538，从第七檐连接件本体 1536的顶面沿竖直方向凸设的方管形的边立柱 插接头 1539。
如图 119所示，第十一檐连接件 1475包括一体成型的第十一檐连接件本体 1540、从 第十一檐连接件本 1540相对的两个侧面沿水平方向凸设的二个 U形的边梁支撑接头 1541、 1542， 从与凸设边梁支撑接头 1541、 1542的两个侧面均相邻的第十一檐连接件本 体 1540的一个侧面上沿水平方向凸设的一个方管形的梁插接头 1543，从第十一檐连接件 本体 1540的顶面沿竖直方向向上凸设的方管形的边立柱插接头 1544;
如图 116所示.,第一边梁柱连接件 1484包括一体成型的第一边梁柱连接件本体 1545、 从第一边梁柱连接件本体 1545相邻的两个侧面沿水平方向凸设方管形的梁插接头 1546 和 U形的边梁支撑接头 1547, 从第一边梁柱连接件本体 1545的底面沿竖直方向凸设方 管形的边立柱插接头 1548。
如图 118所示，第三边梁柱连接件 1483包括一体成型的第三边梁柱连接件本体 1 549、 从第三边梁柱连接件本体 1 549相对的两个侧面沿水平方向凸设的二个 U形的边梁支撑接 头 1550、 边梁支撑接头 1 551， 从第三边梁柱连接件本体 1549的底面沿竖直方向向下凸 设的方管形的边立柱插接头 1552。
第九檐连接件 1474与第七檐连接件 1476.关于其中心位置的竖直面对称： 第二边梁 柱连接件】482与第一边梁柱连接件 1484关于其中心位置的竖直面对称。
第九檐连接件 1474、 第十一檐连接件 1475、 第七檐连接件 1476的梁插接头分别与 第九连接梁 1471、第十一连接梁 1472、第七连接梁 1473插接固定。在第七檐连接件 1476 和第十一檐连接件 1475相对的边梁支撑接头上支撑固定有的边梁 1478。在第十一檐连接 件 1475和第九檐连接件 1474相对的边梁支撑接头上支撑固定有的边梁 1477。 在第九檐 连接件 1474、 第十一檐连接件 1475、 第七檐连接件 1476的边立柱插接头上插接固定有 第二边立柱 1479、 第三边立柱 1480、 第一边立柱 1481。 在第一边梁柱连接件 1484的梁 插接头上插接固定有与第七连接梁 1473沿竖直方向由下向上阵列的边梁 1490;在第二边 梁柱连接件 1482的梁插接头上插接固定有与第九连接梁 1471沿竖直方向由下向上阵列 的边 1486。第一边梁柱连接件 1484、第三边梁柱连接件 1483、第二边梁柱连接件 1482 的边立柱插接头分别插接固定在第一边立柱 1481、 第三边立柱 1480、 第二边立柱 1479 上。 在第一边梁柱连接件 1484和第三边梁柱连接件 1483相对的边梁支撑接头上支撑固 定有边梁 1489; 在第三边梁柱连接件 1483和第二边梁柱连接件 1482相对的边梁支撑接 头上支撑固定有边梁 1488。 边梁 1486与立柱 1436焊接固定， 边梁 1490与立柱 1438焊 接固定。 · ' ·
如图 108所示， 建筑框架结构还包括第一梁挂接件 1466、 第二梁挂接件 1470、 第三 梁挂接件 1468;
如图 1 10所示， 第一梁挂接件 1466, 为祷造件， 包括支撑在支撑梁上的一个块状的 悬挂部 1500, 从悬挂部 1500的底面垂直向下延伸设有的块状的连接部 1501， 设置在背 离悬挂部 1 500的连接部 1501的侧面上的梁插接头。 梁插接头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 1503、. U形 块 1504 , 在 U形块 1503、 U形块 1504的 U形槽的底部平面上设有圆台 1505， 在圆台 1505之间连接有加强筋 1506， 在每个圆台 1505内设有螺纹通孔 1507。
第二梁挂接件 1470与第一梁挂接件 1466关于其中心位置的竖直面对称。
如图 1 1 1所示，第三梁挂接件 1468，为铸造件，包括支撑在支撑梁上的悬挂部 1508 , 从悬挂部 15t)8的底面垂直向下延伸设有对称的一个第一连接部 1509和一个第二连接部 1510, 设置在背离悬挂部 1508的第一连接部 1509的侧面上的梁插接头 151 1， 设置在背 离悬挂部 1508的第二连接部 1510的侧面上的梁插接头 1512。第一连接部 1509、 悬挂部 1508、 第二连接部 1510形成开口朝下的 U形通槽 1513 ; 梁插接头 15 1 1的结构与梁第一 挂接件 1466的梁插接头的结构相同。 . '
还包括商端插接固定在第一梁挂接件 1466和第三梁挂接件 1468间的横梁 1467， 两 端插接固定在第三梁挂接件 146 和第二梁挂接件 1470 间的横梁 1469; 第一梁挂接件 1466、 第三梁挂接件 1468、 第二梁挂接件 1470分别悬挂在横梁 1457、.横梁 1456、 横梁 1455上。
建筑框架结构还包括第四梁挂接件 1460、 第五梁挂接件 1462、 第六梁挂接件 1463、 第七梁挂接件 1461 ;
如图 1 12所 ， 第五梁挂接件 1462为铸造件， 包括悬挂部 1514， 从悬挂部 1514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 1515，设置在连接部 151 5朝下的 端面上的梁插接头 1516, 与扶手的竖直方向的支撑柱插接的上竖插接头 151.7。在悬挂部 1 514的底部设有一个开口朝下的 U形通槽 1 51 8。 梁插接头 1516包括一个垂直连接部的 端面向上延伸而成的方管形凸部，上竖插接头 1517包括从垂直悬挂部的顶面的阶梯状的 圆环 ΰ台。
如图 1 Π所示， 第四梁挂接件 1460. 为铸造件， 包括悬挂部 15 19， 从悬挂部 151 9 的顶面垂直向上延伸再向上弯折而成的一个连接部 1520，设置在连接部 1520朝上的端面 上的梁插接头 1521，与扶手的竖直方向的支撑柱插接的上竖插接头 1522。梁插接头 1521 包括一个垂直连接部 1520的顶面向上延伸而成的方管形凸部。 在悬挂部 1519的底部设 有一个开口朝下的 υ形通槽 1523。梁插接头 1521包括一个垂直连接部 1520的端面向上 延伸而成的方管形凸部， 上竖插接头 1522包括垂直悬挂部 1519的顶面的阶梯状的圆环 凸台。
第七梁挂接件 146.1与第四梁挂接件 1460关于其中心位置的竖直面对称。 第六梁挂 接件 1463 '的结构与第五梁挂接件 1462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 1460和第五梁挂接件 1462的梁插接头插接固定的支撑 梁 1553 ; 两端与第六梁挂接件 1463和第七梁挂接件 1461插接固定的支撑梁 1554。.第四 梁挂接件 1460、 第七梁挂接件 1461悬挂在横梁 1364上， 第五梁挂接件 1462、 第六梁挂 接件.1463悬挂在横梁 1397上； 在第四梁挂接件 ί460和第五梁挂接件 1462的上竖接头 上安装有第一楼梯扶手 1464， 在第六梁挂接件 1463和第七梁挂接件 1461的上竖接头上 安装有第二楼梯扶手 65。 .
. 安装在所有底层连接件和所有梁柱连接件上的横梁均为 H型钢， 横梁的端部被加工 为 T字形， 横梁的 T字形端部的水平部直接支撑在限位凸出部的顶面， 垂直部容置在容 置槽内。 通过锁紧螺钉穿过所有底层连接件和所有梁柱连接件的水平支撑接头的 U形凸 部的凹槽底部圆台内的螺纹孔与横粱的 T字形端部的垂直部抵接使横梁与两个 U形凸部 固定， 从而使横梁的端部与水平支撑接头支撑固定。
将第一梁挂接件 1466、 第二梁挂接件 1470、 第三梁挂接件 1468安装到对应的横梁 上的安装方法包括： 将横梁 1467的一端与第一梁挂接件 1466活动插接， 将横梁 1467的 另一端与第三梁挂接件 1468活动插接，将第三梁挂接件 1468与横梁 1469的一端活动插 接， 将横梁 1469的另一端与第二梁挂接件 1470活动插接， 再将第一梁挂接件 1466、 第 三梁挂接件 1468、第二梁挂接件 1470悬挂并通过焊接或紧固件固定在对应的横梁 1457、 横梁 1456、 横梁 1455的需要位置， 最后调整横梁 .1467与第一梁挂接件 1466、 第三梁挂 接件' 1468的相对位置相互固定，调整横梁 1469与第二梁挂接件 1470、第三梁挂接件】468 的相对位置后固定。
如图 108所示， 连接梁、 檐连接件、 边梁的安装安装方法包括：
首先将第二连接梁 1491、第三连接梁 1492、第一连接梁 1493分别与梁柱连接件 1445、 梁柱连接件 1446、 梁柱连接件 1447的连接梁插接头插接固定；
.再将第二檐连接件 1494、 第三檐连接件 1495、 第一檐连接件 1496的梁插接头与第 二连接梁 1491、 第三连接梁 1492、 第一连接梁 1493插接固定；
最后将边梁 1497.与第二檐连接件 1494、 窠三檐连接件 1495相对的边梁支撑接头支 撑固定， 将边梁 1498与第三檐连接件 1495、 第一檐连接件 1496相对的边梁支撑接头支 撑固定。
如图 108所示， 连接梁、 檐连接件、 边梁、 边立柱、 边梁柱连接件的安装安装方法 包括：
第一步将第九连接梁 1471、第十一连接梁 1472、第七连接梁 1473与梁柱连接件 1419、 梁柱连接件 1420、 梁柱连接件 1421的连接梁插接头插接固定；
第二步将第九檐¾接件 1474 ; 第十一檐连接件 1475、 第七檐连接件 1476的梁插接 头分别与第九连接梁 1471、 第十一连接梁 1472、 第七连接梁 1473插接固定；
第三步将边梁 1478支撑固定在第七檐连接件 1476和第十一檐连接件 1475相对的边 梁支撑接头上；将边梁 1477支撑固定在第十一檐连接件 1475和第九檐连接件 1474相对 的边梁支撑接头上；
四步将第二边立柱 1479、第三边立柱 1480、第一边立柱 1481与第九檐连接件 1474、 第十一檐连接件 1475、 第七檐连接件 1476的边立柱插接头插接固定；
第五步将第一边梁柱连接件 1484、第三边梁柱连接件 1483、第 边梁柱连接件 1482 的边立柱插接头分别与第一边立柱 1481、第三边立柱 1480、 第二边立柱 1479插接固定； 第六步将边梁 1490的一端与第一边梁柱连接件 1484的梁插接头插接固定并将边梁 的另一端与立柱 1436焊接固定；将边梁】489与第一边梁柱连接件 1484和第三边梁柱连 接件.1483相对的边梁支撑接头上支撑固定；将边梁 1488与第三边梁柱连接件 1483'和第 二边梁柱连接件 1482相对的边梁支撑接头上支撑固定； 将边梁 1486的一端与第二边梁 柱连接件 1482的梁插接头插接固定并将边梁 1486的另一端与立柱 1438焊接固定。
如图 108所示， 梁挂接件、 支撑梁、 .楼梯扶手的安装方法包括；
首先将支撑梁 1553的两端与第四梁挂接件 1460和第五梁挂接件 1462的梁插接头活 动插接； 将支撑粱 1554的两端与第六梁挂接件 1463和第七梁挂接件 1461活动插接； 再将第四梁挂接件 1460、 第七梁挂接件 1461悬挂在横梁 1364的需要位置并与横梁 1364通过螺钉固定， 将第五梁挂接件 1462、第六梁挂接件 1463悬挂在横梁 1397的需要 位置并与横梁 1397通过螺钉固定：
然后调整支撑梁 1 553与第四梁挂接件 1460和第五梁挂接件 1462的相对位置并通过 螺钉固定；调整支撑梁 1554与第六梁挂接件 1463和第七梁挂接件 1461的相对位置并通 过螺钉固定；
最后在第四梁挂接件 1460和第五梁挂接件 1462 的上竖接头上安装第一楼梯扶手 1464，在第六梁挂接件 1463和第七燊挂接件 1461的上竖接头上安装第二楼梯扶手 1465。 实施例 89
如图 120所示， 与实施例 88不同的是， 建筑框架结构还包括檐插接件 1599、檐插接 件 1601、檐插接件 1604、檐插接件 1583、檐插接件 1584、檐插接件 1585、檐插接件 1592、 檐插接件 1593、 檐插接件 1594。 如图 121所示， ·檐插接件 160 包括一体成型的檐插接件本体 1606、二个从相邻的侧 面水平凸设檐插接件本体 1606的方管形的梁插接头】607、 梁插接头 1608。 如图 122所 示，檐插接件 1601包括一体成型的檐插接件本体 1609、三个从相邻的侧面水平凸设檐插 接件本体 1609的方管形梁插接头 1610、 梁插接头 161 1、 梁插接头 1612。 檐插接件 1599 与檐插接件 1604关于其中心位置的竖直面对称。
如图 124所^，檐插接件 1585包括一体成型的檐插接件本体 1613、二个从相邻的侧 面水平凸设檐插接件本体 1613的方管形梁插接头 1614、 梁插接头 1615 , 从檐插接件本 体 1613的上方竖直向上凸设的边立柱插接头 1616。 如图 126所示， 檐插接件 1584包括 一体成型的檐插接件本体 1617、三个从相邻的侧面水平凸设檐插接件本体 1617的梁插接 头 i 618、 梁插接头.1619、 梁插接头 1620， 从檐插接件本体 1617的上方竖直向上凸设的 边立柱插接头 1621。 檐插接件 1583与檐插接件 1585关于其中心位置的竖直面对称。
如图 123所示， 插接件 1594包括一体成型的檐插接件本体 1622、二个从相邻的侧 面水平凸设檐插接件本体 1622的方管形梁插接头 1623、 梁插接头 1624， 从檐插接件本 体 1622的下方竖直向下凸设的边立柱插接头 1625。 如图 125所示， 檐插接件 1593包括 一体成型的檐插接 本体 1626、二个从相背的两侧面水平凸设檐插接件本体 1626的梁插 接头.1627、 梁插接头 1628， 从檐插接件本体 1626的底面竖直向下凸设的边立柱插接头 1629。 檐插接件 1592与檐插接件 1594关于其中心位置的竖直面对称。
与檐插接件 1599的梁插接头插接固定的连接梁 1598、 边梁 1600; —个梁插接头与 边梁 1600插接固定在一起的檐插接件 1601 , 与檐插接件 1601的另外两个梁插接头插接 固定的连接梁 1602、 边梁 1603; —个 ¾插接头与边梁 1603插接固定在一起的檐插接件 1604, 与檐插接件 1604的另外一个梁插接头插接固定的连接梁 1605。 连接梁 1598、 连 接梁 1602、 连接梁 1605分别与梁柱连接件 1445、 梁柱连接件 1446、 梁柱连接件 1447 的连接梁插接头插接固定。
与檐插接件 1583的梁插接头插接固定的连接梁 1580、 边梁 1586、 与檐插接件 1583 的边立柱插接头插接固定的边立柱 1588;—个梁插接头与边梁 1586插接固定在一起的檐 插接件 1584，与檐插接件 1584的另外两个梁插接头插接固定的连接梁 1581.、边梁 1587， 与檐插接件 1584的边立柱插接头插接固定的边立柱 1589; —个梁插接头与边梁 1587插 接固定在一起的檐插接件 1585，与檐插接件 1585的另外一个梁插接头插接固定的连接梁 1582 , 与檐插接件 1585的边立柱插接头插接固定的边立柱 1590。 与檐插接件 1592的梁 插接头插接固定的边梁 1591、 边梁 1596， 与檐插接件 1593的梁插接头插接固定的边梁 1596、 边梁 1597， 与檐插接件 1594的梁插接头插接固定的边梁 1597、 边梁 1595。 檐插 接件 1592、 檐插接件 1593、 檐插接件 1594的边立柱插接头分别与边立柱 1588、 边立柱 1589、 边立柱 1590插接固定在一起。 连接梁 1580、 连接梁 1581、 连接梁 1582分别与梁 柱连接件 1419、 梁柱连接件 1420、 梁柱连接件 1421的连接梁插接头插接固定在一起。 连接梁、 檐插接件、 边梁、 边立柱的安装安装方法包括：
将檐插接件 1583的梁插接头与连接梁 1580、边梁 1586插接固定， 将檐插接件 1583 的边立柱插接头与边立柱 1588插接固定； 将檐插接件 1584的一个梁插接头与边梁 1586 插接固定， 将檐插接件 1584的另外两个梁插接头与连接梁 1581、 边梁 1587插接固定， 将檐插接件 1584的边立柱插接头与边立柱 1589插接固定；将檐插接件 1585的一个梁插 接头与边梁 1587插接固定，将檐插接件 1585的另外一个梁插接头与连接梁 1582插接固 定， 将檐插接件 1585的边立柱插接头与边立柱 1590插接固定；
将边梁 1591、 '边梁 1596与檐插接件 1592的梁插接头插接固定; '将檐插接件 1593 的梁插接头与边梁 1596插接固定， 将边梁 1597与檐插接件 1593的梁插接头插接固定； 将檐插接件 1594的梁插接头与边梁 1597插接固定， 将边梁 1595与檐插接件 1594的梁 插接头插接囪定；
将檐插接件 1592、檐插接件 1593、檐插接 159 的边立柱插接头分别与边立柱 1588、 边立柱 i589、 ώ立柱 irao插接固荦；
将连接梁 1580、连接梁 1581、连接梁 1582分别与梁柱连接件 1419、梁柱连接件 1420、 梁柱连接件 M21的连接梁插接头插接固定；
将边梁 1591、 边梁 1595分别与其对应的立柱 1436、 立柱 1438焊接固定.。
连接梁、 檐插接件'、 边梁的安装安装方法包括：
首先将将檐插接件 1599的梁插接头与连接梁 1598、 边梁 1600插接固定； 将檐插接 件 1601的一个梁插接头与边梁 1600插接固定在一起的，将连接梁 1602、边梁 1603与檐 插接件 1601的另外两个梁插接头插接固定;将檐插接件 1604的一个梁插接头与边梁 1603 插接固定， 将连接梁 1605与檐插接件 1604的另外一个梁插接头插接固定；
将连接梁 1598、 连接梁 1602、 连接梁 1605分别与梁柱连接件 1445、 梁柱连接件 】446、 梁柱连接件 1447的连接梁插接头插接固定。
实施例 90 . ·
如图 127所示， 与实施例 88不同的是， 分别插接固定在立柱 1383、 立柱 1384、 立 柱 1385、 立柱 1436、 立柱 1437、立柱 1438上的梁柱连接件 1655、 梁柱连接件 1656、梁 柱连接件 1657、 梁柱连接件 1650、 ·梁柱连接件 1651、 梁柱连接件 1652。
粱柱连接件 1657的结构与实施例 53相同。 梁柱连接件 1656的结构与实施例 '54相 同。 梁柱连接件 1655与梁柱连接件 1657关于中心位置的竖直面对称。
梁柱连接件 1652的结构与实施例 51相同。 梁柱连接件 1651的结构与实施例 52相 同。 梁柱连接件 1 (550与梁柱连接件 1652.关于中心位置的竖直面对称。
在梁柱连接件 1650、梁柱连接件 1651相对的边梁支撑接头上支撑固定有边梁 1653。 在梁柱连接件 1651、 梁柱连接件 1652相对的边梁支撑接头上支撑固定有边梁 1654.。
在梁柱连接件 1655、梁柱连接件 1656相对的边梁支撑接头上支撑固定有边梁 1658。 在梁柱连接件 1656、 梁柱连接件 1657的相对的边梁支撑接头上支撑固定有边梁 1659。 在梁柱连接件 1655、 梁柱连接件 1656、 梁柱连接件 1657的边立柱支撑接头上分别插接 固定有边立柱 1660、 边立柱 1661、 边立柱 1662。 在边立柱 1660、 边立柱 1661、 边立柱 1662上分别插接固定有边梁柱连接件 1663、 边梁柱连接件 1664、 边梁柱连接件 1665。 在边梁柱连接件 1663、边梁柱连.接件 1664相对的边梁支撑接头上支撑固定有边梁 1667。 在边梁柱连接件 1664、边梁柱连接件 1665相对的边梁支撑接头上支撑固定有边梁 1668。 在边梁柱连接件 1663的另一插接 上插接固定有边梁 1666， 边梁 1666与立柱 1436焊接 固定。在边梁柱连接件 1665的另一插接头上插接固定有边梁 1669， 边梁 1669与立柱 1438 焊接固定。
实施例 91 . '
如图 128所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的、 与水 平面垂直的立柱 1680、 立柱 1682、 立柱 1683、 立柱 1685 , 分布在立柱 1680、 立柱 1682 连线的中心位置的立柱 1681 ,分布在立柱 1683、立柱 1685连线的中心位置的立柱 i 684。 下立柱插接头分别插接固定在立柱 1680、立柱 1681、立柱 1682、立柱 1683、立柱 1684、 立柱 1685上的梁柱连接件 1686、梁柱连接件 1687、梁柱连接件 1688、梁柱连接件 1689、 梁柱连接件 1690、 粱柱连接件 1691。 梁柱连接件 1686、 梁柱连接件 1637、 梁柱连接件 1688的结构与实施例 72相同。 梁 柱连接件 1686、 梁柱连接件 1687、 梁柱连接件 1688—一与梁柱连接件 1691、 梁柱连接 件 1690、 梁柱连接件 1689关于其中心位置的水平面对称。
. 在梁柱连接件 1686、 梁柱连接件 1691相对的水平支撑接头上固定有横梁 1692。 在 梁柱连接件 1687、 梁柱连接件 1690相对的水平支撑接头上固定有横梁 1693。 在梁柱连 接件 1688、 梁柱连接件 1689相对的水平支撑接头上固定有横梁 1694。
在梁柱连接件 1686、 梁柱连接件 1687、 梁柱连接件 1688、 梁柱连接件 1689、 梁柱 连接件 1690、梁柱连接件 1691的上立柱插接头上分别插接固定有立柱 1695、立柱 1696、 立柱 1697、 立柱 1698、 立柱 1699、 立柱 1700， 下立柱插接头插接固定在立柱 1695、 立 柱 1696、立柱 1697、 立柱 1698、 立柱 1699、立柱 1700上的梁柱连接件 1701、梁柱连接 件 1702、 梁柱连接件 1703、 梁柱连接件 1704、 梁柱连接件 1705、 梁柱连接件 1706。
梁柱连接件 1706的结构与实施例 4相同。梁柱连接件 1705的结构与实施例 5相同。 梁柱连接件 1704与梁柱连接件 1706关于其中心位置的水平面对称。 梁柱连接件 1701、 梁柱连接件 1702、.梁柱连接件 1703—一与梁柱连接件 1706、 梁柱连接件 1705、 梁柱连 接件 1704关于其中心位置的水平面对称。
在梁柱连接件 1701、 梁柱连接件】702相对的水平支撑接头上固定有横梁 1 707。 在 梁柱连接件 1702、 梁柱连接件 1703相对的水平支撑接头上固定有横梁 1708。 在梁柱连 接件 1703、梁柱连接件 1704相对的水平支撑接头上固定有横梁 1709。在梁柱连接件 1704、 梁柱连接件 1705相对的水平支撑接头上固定有横梁 1710。 在梁柱连接件 1705、 梁柱连 接件 1706相对的水平支撑接头上固定有横梁 ΠΠ。在梁柱连接件 1706、梁柱连接件 1701 相对的水平支撑接头上固定有横梁 1712。
实施例 92
如图 129所示； 与实施例 8】不同的是， 分别与立柱 812、 立柱 846、 立柱 847插接 固定的梁柱连接件 1720、梁柱连接件 1721、梁柱连接件 1722;悬挂在横梁 829上的顶层 梁挂接件 1723和顶层梁挂接件 1724。梁柱连接件 1720的结构与实施例 73相同。梁柱连 接件 1721的结构与实施例 74相同。顶梁 821、顶梁 822分别支撑固定在梁柱连接件 1720 两侧对称的顶层斜下支撑接头上。 顶梁 824、 顶梁 825分别支撑固定在梁柱连接件 Π21 两侧对称的顶层斜下支撑接头上。 顶梁 827、 顶梁 828分别支撑固定在梁柱连接件 1722 两侧对称的顶层斜下支撑接头上。
如图】30所示， 顶层挂接件 1 723包括两个成倒 V字形的对称的顶层斜下支撑接头 1725、 顶层斜下支撑接头 1726、 悬挂部 1727和连接顶层斜下支撑接头 1725、 顶层斜下 支撑接头 Π26与悬挂部 1727的连接部 1728; 连接部成倒 V形， 悬挂部 Π27设置在连 接部 1728的转角位簟并置于连接部 1728的下方，在悬挂部 1728上.设有开口朝下的凹槽 1729； 顶层斜下支撑接头从垂直连接部的端面斜向下凸设。 顶层斜下支撑接头的结构与 实施例 18的顶层斜下支撑头的结构相同。顶层挂接件 1724与顶层挂接件 1723的结构相 同。 顶梁 832、 顶梁 834分别支撑固定在顶层挂接件 1723两侧对称的顶层斜下支撑接头 上。 顶梁 837、 顶梁 839分别支撑商定在顶层挂接件 1724两侧对称的顶层斜下支撑接头 上。 '
实施例 93
如图 .131 所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布的立柱 1750、 立柱 1751、·立柱 1752、 立柱 1753 , 依次等距分布在 1750、 立柱 1751之间的立柱 1754、 立柱 1755， 依次等距分布在 1753、 立柱 1752之间的立柱 1791、 立柱 1757， 分布 在立柱 1750、立柱 1753连线中心位置的立柱 1758。分布在立柱 1751、立柱 1752连线中 心位置的立柱】756。
分别插接固定在立.柱 1750、立柱〗754、立柱 1755、立柱 1751、立柱 1756、立柱 1758、 立柱 1752、 立柱 1757上并置于同一平面的梁柱连接件 1759、 梁柱连接件 1760、 梁柱连 接件 1761、 梁柱连接件 1 762、 梁柱连接件 1 763、 梁柱连接件 1 767、 梁柱连接件 1764、 梁柱连接件 1766。 支撑固定在梁柱连接件 1759、 梁柱连接件 1760的水平支撑接头上的 横梁 1769。支撑固定在梁柱连接件 1760、梁柱连接件 1761的水平支撑接头上的横梁 1 770。 支撑固定在梁柱连接件 1761、 梁柱连接件 1762的水平支撑接头上的横梁 1771。 支撑固 定在梁柱连接件】762、 梁柱连接件 1763的水平支撑接头上的横梁 1 772。 支撑固定在梁 柱连接件 1 762、 梁柱连接件 1763的水平支撑接头上的横梁 1772。 支撑固定在梁柱连接 件 1763、梁柱连接件 1764的水平支撑接头上的横梁 1773。支撑固定在梁柱连接件 1764、 梁柱连接件 1766的水平支撑接头上的横梁 1774。 支撑固定在梁柱连接件 1759、 梁柱连 接件 1767的水平支撑接头上的横梁 1768。
一端与插接件 1775的插接头插接固定的横梁 1776、 橫梁 1777、 楱梁 1778。 梁插接 头与横梁 1778插接固定的插接件 1779 , —端与插接件 1779的梁插接头插接固定的横梁 1 780、 横梁 1 78】、 横梁 1 782。 横梁 1776、 橫梁 1777的另一端与梁柱连接件 1767、 梁柱 连接件 1 760的水平支撑接头支撑.固定。 横梁 1780、 横梁 1781、 横梁 1782的另一端与梁 柱连接件 1761、 梁柱连接件 1763、 梁柱连接件 1766的水平支撑接头支撑固定。
. 如图 132所示，插接件 1775包括插接件本体 1822，三个沿插接件本体水平方向凸设 的相互垂直置于同一水平面的梁插接头 1823、梁插接头 1824、梁插接头 1825， 一个沿插 接件本体竖直方向向上凸设的柱插接头 1826。 插接头与实施例 7的立柱插接头的结构相 同。. ·.
如图 133所示， '插接件 1 779与插接件 1775结构不同的是， 插接件 1779包括四个沿 插接件本体 1827 水平方向凸设的相互垂直置于同一水平面的梁插接头 〗828、 梁插接 1829、 梁插接头 1830、 梁插接头 1831。
分别插接固定在梁柱连接件 1759、梁柱连接件 1760、梁柱连接件 1761、梁柱连接件 1762、 梁柱连接件 1763、 梁柱连換件 1764、 梁柱连接件 1766、 梁柱连接件 1767的上立 柱插接头上的立柱 1783、 立柱 1784、 立柱 1785、 立柱 1786、 立柱 1787、 立柱 1793、 立 柱 17'92、立柱 1790。分别插接固定在插接件 1775、插接件 Π79的柱插接头上的立柱 1789、 立柱 1788。
下立柱插接头分别插接固定在立柱 1783、 立柱 1784、 立柱 1 785、 立柱 1786、 立柱 1787、 立柱 1788、'立柱 1789、 立柱 1790、 立柱 1753、 立柱 1791、 立柱 1792、 立柱 1793 上并置于同一水平面的梁柱连接件 17 、梁柱连接件 1795、梁柱连接件 17%、梁柱连接 件 1797、 梁柱连接件 1798、 梁柱连揆件 1799、 梁柱连接件 1800、 梁柱连接件 1801、 梁 柱连接件 1802、 梁柱连接件 1803、 梁柱连接件】804、 梁柱连接件 1 805。
'两端支撑固定在梁柱连接件 1 794、 梁柱连接件 1795相对的水平支撑接头上的横梁 】806。两端支撑固定在梁柱连接件 1795、梁柱连接件 1 796相对的水平支撑接头上的横梁 1822。两端支撑固定在梁柱连接件 1796、梁柱连接件 1797相对的水'平支撑接头上的横梁
1 807。两端支撑固定在梁柱连接件 1797、梁柱连接件 1798相对的水平支撑接头上的横梁
1808。两端支撑固定在梁柱连接件 1796、梁柱连接件 1799相对的水平支撑接头上的横梁 1809ο两端支撑固 在梁柱连接件 1795、梁柱连接件 1800相对的水平支撑接头上的横梁 1810。两端支撑固定在梁柱连接件 1794、梁柱连接件】80】相对的水平支撑接头上的横梁 181 1。两端支撑固定在梁柱连接件 1801、梁柱连接件 1800相对的水平支撑接头上的横梁 1812 ο两端支撑固定在梁柱连接件 1800、梁柱连接件 1799相对的水平支撑接头上的横梁
1813。两端支撑固定在梁柱连接件 1799、梁柱连接件 1798相对的水平支撑接头上的横梁
1814。两端支撑固定在梁柱连接件 1798、梁柱连接件 1805相对的水平支撑接头上的横梁
1 815。两端支撑固定在梁柱连接件 1799、梁柱连接件 1804相对的水平支撑接头上的横梁 1816 »两端支撑固定在梁柱连接件 1800、梁柱连接件 1803相对的水平支撑接头上的横梁
1 817。两端支撑固定在梁柱连接件 1801、梁柱连接件 1802相对的水平支撑接头上的横梁
1818。两端支撑固定在梁柱连接件 1802、梁柱连接件 1803相对的水平支撑接头上的横梁 1 819ο两端支撑固定在梁柱连接件 1 803、梁柱连接件 1804相对的水平支撑接头上的横梁 1820。两端支撑固定在梁柱连接件 1804、梁柱连接件 1805相对的水平支撑接头上的横梁 1821
实施^ 94
如图 134所示， 建筑框架结构， 包括沿矩形的四个对角位置按逆时针分布且两两对 称的底层连接件 1850、 底层连接件 1852、 底层连接件 1 854、 底层连接件 1856 , 分布在 底层连接件】 850、 底层连接件 1 852连线的中心位置的底层连接件 1851， 分布在底层连 接件 1852、底层连接件 1854连线的中心位置的底层连接件 1853，分布在底层连接件 1854、 底层连接件 1856连线的中心位置的底层连接件 1855， 分布在底层连接件 1856、 底层连 接件 1850连线的 Φ心位置的底层连接件 1857。
底层连接件 1850的结构与实施例 1相同。底层连接件 1852与底层连接件 1850关于 其中心位置的水平面对称。 底层连接件 1856、 底层连接件 1 855、 底层连接件 1854分别 与底层连接件 1 850、 底层连接件.1 85 1、 .底层连接件 1852关于其中心位置的水平面一一 对称。 ' .
. 底层连接件 1851、 底层连接件 1853、 底层连接件 1855、 底层连接件 1857的结构相 同。如图 135所示，底层连接件 1851包括一体成型的梁柱连接件本体 1899， 一个需与垂 直水平面方向的立柱端部插接固定的上立柱插接头 1900， 两个水平支撑接头 1901、水平 支撑接头 1902。在梁柱连接件本体的底部设有下凸部 1903。在梁柱连接件本体的两侧设 有被支撑部 1904、 被支撑部 1905、 被支撑部 1906。 水平支撑接头 1901从垂直被支撑部 1904的端面凸设。 水平支撑接头 1902从垂直被支撑部 1905的端面 ώ设。 水平支撑接头 1901、 水平支撑接头 1902的结构与实施例 1的水平支撑接头的结构相同。 .
还包括支撑固定在底层连接件 1850、底层连接件 1851相对的两个水平接头上的横梁 1 858，支撑固定在底层连接件 1851、.底层连接件 1852相对的两个水平接头上的横梁 1859, 支撑固定在底层连接件 1852、 底层连接件 1853相对的两个水平接头上的横梁 I 860， 支 撑固定在底层连接件 1853、 底层连接件 1854相对的两个水平接头上的横梁 1861 , 支撑 固定在底层连接件 1854、 底层连接件 1855相对的两个水平接头上的横梁 1 862， 支撑固 定在底层连接件 1855、'底层连接件 1856相对的两个水平接头上的横梁 1863 , 支撑固定 在底层连接件 1856、 底层连接件 1857相对的两个水平接头上的横梁 1864 , 支撑固定在 底层连接件 1857、 底层连接件 1850相对的两个水平接头上的横梁 1 865。 .
还包括分别插接周定在底层连接件 1 850、底层连接件 1851、底层连接件 1852、底层 连接件 1853、 底层连接件 1854、 底层连接件 1855、 底层连接件 1856、 底层连接件 1857 的上 柱插接上的立柱 1866、立柱 1867、立柱 1868、立柱 1 869、立柱 1 870、立柱 1871、 立柱 1872、立柱 1873。 下立柱插接头分别插接固定在立柱 1866、立柱 1867、立柱 1868、 立柱 1869、立柱 1870'、 立柱 1871、 立柱 1872、 立柱 18；73上的梁柱连接件 1874、梁柱连 接件 1875、 梁柱连接件 1876、 梁柱连接件 1877、 梁柱连接件 1878、 梁柱连接件 1879、 梁柱连接件 1 880、 梁柱连接件 1 881。
梁柱连接件 1 874的结构与实施例 20相同。 梁柱连接件 1875、 梁柱连接件 1 877、 梁 柱连接件 1879、梁柱连接件 1881的结构与实施例 19相同。梁柱连接件 1876与梁柱连接 件 1 874关于其中心位置的水平面对称。梁柱连接件 1881与梁柱连接件 1877关于其中心 位置的水平面对称。 梁柱连接件 1880、 梁柱连接件 1879、 梁柱连接件 1878分别与梁柱 连接件 1874、 梁柱连接件 1875、 梁柱连接件 1876关于其连线中心位置的水平面一一对 称。 · ·
还包括支撑固定在梁柱连接件 1874、梁柱连接件 1875相对的两个水平接头上的横梁 1 882，支撑固定在梁柱连接件 1 875、梁柱连接件 1876相对的两个水平接头上的横梁 1883 , 支撑固定在梁柱连接件 1876、 梁柱连接件 1877相对的两个水平接头上的横梁 1884 , 支 撑固定在梁柱连接件 1 877、 梁柱连接件 1878相对的两个水平接头上的横梁 1 885， 支撑 固定在梁柱连接件 1878、 梁柱连接件.1879相对的两个水平接头上的横梁 1886， 支撑固 定在梁柱连接件 1879、 梁柱连接件 1880相对的两个水平接头上的横梁 1887， 支撑固定 在梁柱连接件 1880、 梁柱连接件 1881相对的两个水平接头上的横梁 1888， 支撑固定在 梁柱连接件 1 881、 梁柱连接件 1874相对的两个水平接头上的横梁 1889。
还包括分别支撑固定在梁柱连接件 1874、 梁柱连接件 1875、 梁柱连接件 1876同一 侧的水槽支撑部上的水槽 1890，水槽 1890被水槽支撑部远离梁柱连接件本体的一侧向上 延伸设有的抵挡部抵挡。 还包括分别支撑固定在梁柱连接件 1876、 梁柱连接件 1877、 梁 柱连接件 1878同一侧的水槽支撑部上的水槽 1.891， 水槽 1891被水槽支撑部远离梁柱连 接件本体的一侧向上延伸设有的抵挡部抵挡。 还包括分别支撑固定在梁柱连接件 1878、 梁柱连接件 1879、梁柱连接件 1880同一侧的水槽支撑部上的水槽 1892 , 水槽 1892·被水 槽支撑部远离梁柱连接件本体的一侧向上延伸设有的抵挡部抵挡。 还包括分别支撑固定 在梁柱连接件 1880、 梁柱连接件 1881、 梁柱连接件 1874同一侧的水槽支撑部上的水槽 1893 , 水槽 1893被水槽支撑部远离梁柱连接件本体的一侧向上延伸设有的抵挡部抵挡。
还包括平面插接件 1894。 如图 136所示， 平面插接件 1 894包括插接件本体 1907， 四个沿插接件本体 1907水平凸设的插接头 1908、插接头 1909、插接头 1910、插接头 191 1。 平面插接件 1894的结构与实施例 81的梁柱平面插接件的结构相同。
还包括一端分部与平面插接件 1894的四个插接头插接固定的横梁 1 895、横梁 1 896、 横梁 1897、横梁 1898。横梁 1 895、横梁 1896、横梁 1 897、横梁 1898的另一端分别支撑 固定在梁柱连接件 1875、 梁柱连接件 1877、 梁柱连接件 1879、 梁柱连接件 1881的水平 支撑接头上。. ' '
实施例 95
如图 137至 135所示，与实施例 94不同的是，还包括分别支撑并与底层连接件 1850、 底层连接件 1851、 '底层连接件 1852、 底层连接件 1853、 底层连接件 1854、 底层连接件 1855，底层连接件 1856、底层连接件 1857固定的管桩连接地框 1950、管桩连接地框 i 951、 管桩连接地框 1952、 管桩连接地框 1953、 管桩连接地框 1954、 管桩连接地框 1955、 管 桩连接地框 1956、 管桩连接地框 1957， 所有底层连接件的下凸部伸入对应的管桩连接地 框内， 所有底层连接件通过支撑部支撑在对应的管桩连接地框上。
下立柱插接头插接固定在立柱 1 870上的梁柱连接件 1960的结构与实施例 21相同。 下立柱插接头插接固定在立柱 1872上的梁柱连接件 1961与梁柱连接件 1960关于其中心 位置的竖直面对称。下立柱插接头分别插接固定在立柱 1866、立柱 1 868上的梁柱连接件 1958、 梁柱连接件 1 959分别与梁柱连接件 1 961、 梁柱连接件 1 960关于其中心位置的竖 直面对称。
两端支撑固 ¾在梁柱连接件 1958和梁柱连接件 1959同一侧的水槽支撑部上的水槽 1978 , 两端支撑固定在梁柱连接件 1959和梁柱连接件 1960同一侧的水槽支撑部上的水 槽 1979, 两端支镎固定在梁柱连接件 1960和梁柱连接件 1961同一侧的水槽支撑部上的 水槽.1980， 两端支撑固定在梁柱连接件 1961和梁柱连接件 1958同一侧的水槽支撑部上 的水槽 1981。 水槽 1978、 水槽 1979、 水槽 1980、 水槽 1981的两端首尾斜面配合相接形 成连接在一起的水槽， 在水槽 1978、 水槽 1979、 水槽 1980、 水槽 1981的底部设有分别 与梁柱连接件 1958、 柱连接件 1959、 梁柱连接件 I 960、 梁柱连 件 1961上的下水通 孔连通的通孔， 在梁柱连接件 1958、 梁柱连接件 1959、 梁柱连接件 1960、 梁柱连接件 1961的下方分别固定有与下水通孔连通的接水管 1982、 接水管 1983、 接水管 1984、 接 水管 1985。 ' ·
还包括靠近两端的一边插入梁柱连接件 1958、梁柱连接件 1875相对的侧挡板定位槽 并穿过侧挡板定位槽的 L形侧挡板.1962， 靠近两端的一边插入梁柱连接件 1 875、梁柱连 接件 1959相对的 ^!ij挡板定位槽并穿过侧挡板定位槽的 L形侧挡板 1963， 靠近两端的一 边插入梁柱连接件 1959、梁柱连接件 1877相对的侧挡板定位槽并穿过侧挡板定位槽的 L 形侧挡板 1964， 靠近两端的一边插入梁柱连接件 1877、 梁柱连接件 I 960相对的侧挡板 定位槽并穿过侧挡板定位槽的 L形侧挡板 1965 , 靠近两端的一边插入梁柱连接件 I 960、 梁柱连接件 1879相对的侧挡板定位槽并穿过侧挡板定位槽的 L形侧挡板 1966, 靠近两 端的一边插入梁柱连接件 1 879、梁柱连接件 1961相对的侧挡板定位槽并穿过侧挡板定位 槽的 L形侧挡板 1 %7， 靠近两端的一边插入梁柱连接件 1961、 梁柱连接件 1981相对的 侧挡板定位槽并穿过侧挡板定位槽的 L形侧挡板 1968 , 靠近两端的.一边插入梁柱连接件 1981、梁柱连接件 1958相对的侧挡板定位槽并穿过侧挡板定位槽的 L形侧挡板 1969。 L 形侧挡板 1962、 L形侧挡板 1963、 L形侧挡板 964、 L形侧挡板 1965、 L形侧挡板 1966、 L形侧挡板 1967、 L形侧挡板 1968、 L形侧挡板 1969的一边朝上， 一边支撑在其下方的 横梁上并向内水平凸出其下方横梁， 与梁柱连接件形成周边首尾相连的挡墙。
在横梁 1895上固定有上支撑模板 1970， 在横梁 1896上固定有上支撑模板 1971， 在 横梁 1897上固定有上支撑模板 1972， 在横梁 1898上固定有上支撑模板 1973。上支撑模 板 1970、 上支撑模板 1971、 上支撑模板 1972、 上支撑模板 1973两边均凸出其下方的横 梁。 .
还包括周边固定在 L形侧挡板 1962、上支撑模板 1970、上支撑模板 1973、 L形侧挡 板 1969下方的下支撑模板 1974。 周边固定在 L形侧挡板 1963、 L形侧挡板 1964、 上支 撑模板 1971、 上支撑模板 1970下方的下支撑模板 1975。 周边固定在 L形侧挡板 1965、 L形 i ij挡板 1966、 上支撑模板 1972、 上支撑模板 1971下方的下支撑模板 1976。 周边固 定在 L形侧挡板 1967、 L形侧挡板 1968、 上支撑模板 1973、 上支撑模板 1972下方的下 支撑模板 1977。 通过锁紧螺钉 1987穿过下支撑模板、 L形侧挡板或上支撑模板与螺母 1986固定将支撑模板与 L形侧挡板或上支撑模板固定。
上支撑模板、 下支撑模板、 L形的侧挡板、 梁柱连接件形成楼板容置空间， 在楼板 容置空间内布置有钢筋， 灌注水泥混凝土形成钢筋水泥混凝土楼板。 钢筋水泥混凝土楼 板灌完凝结后把下支撑模板拆下来重复使用， 螺母留在水泥混凝土内可供后面的装修如 吊顶使用。
实施例 96 如图 140所示， 与实施例 95不同的是， 下立柱插接头插接固定在立柱 1 870上的梁 柱连接件 2004的结构与实施例 24相同， 下立柱插接头分别插接固定在立柱 1867、 立柱 1869、立柱 1871、立柱 1873上的梁柱连接件 2001、梁柱连接件 2003、梁柱连接件 2005、 梁柱连接件 2007的结构与实施例 22相同。 梁柱 ¾接件 2002与梁柱连接件 2004关于其 中心位置的水平面对称。 梁柱连接件 2005与梁柱连接件 2001关于其中心位置的水平面 对称。 梁柱连接件 2000、 梁柱连接件 2007、 梁柱连接件 2006分别与梁柱连接件 2002、 梁柱连接件 2003、·梁柱连接件 2004关于其连线中心位置的水平面一一对称。
： 所有 L形侧挡板的一边朝上， 一边从梁柱连接件的外侧伸入侧挡板定位槽内并被侧 挡板定位槽抵挡， 并支撑在其下方的横梁上， L形侧挡板向内的一边到其下方横梁还有 一定的距离。
还包括周边固定在横梁 1882、横梁 1895、横梁 1898、横梁 1889上方的支撑模板 2008, 周边固定在横梁 1883、 横梁 1 884、 横梁 1 896、 横梁 1895上方的支撑模板 2009, 周边固 定在横梁 1885、 横梁 1886、 横梁 1897、 横梁 1896上方的支撑模板 2010, 周边固定在横 梁 1887、 横梁 1888、 横梁 1 898、 横梁 1897上方的支撑模板 201 1。
L形侧挡板与梁柱连接件形成周边首尾相连的挡墙， 支撑模板、 L形的侧挡板、梁柱 连接件形成楼板容置空间， 在楼板容置空间内布置有钢筋， 向楼板容置空间灌注水泥混 凝土形成钢筋水泥混凝土楼板。
包括打入地下深处设定位置的地下管桩 2012、地下管桩 2013、地下管桩 2014、地 下管桩 2015、 地下管 2016、 地下管桩 2017、 地下管桩 2018、 地下管桩 2019, 地下管 桩 2012、地下管桩 2013、地下管桩 2014、地下管桩 2015、地下管桩 2016、地下管桩 2017、 地下管桩 2018、 ¾下管桩 2019的上端分别伸入对应的管桩连接地框 1950、 管桩连接地 框 1951、 管桩连接地框 1952、 管桩连接地框 1953、 管桩连接地框 1954、 管桩连接地框 1955、 管桩连接地框 1956、 管桩连接地框 1957并被其圈住。
建筑框架结构的安装安装方法包括：
先打地下管桩： 在设定的位置将地下管桩 2012、地下管桩 2013、地下管桩 2014、地下管 桩 2015、地下管桩 2016、地下管桩 2017、地下管桩 2018、地下管桩 2019打入地下深处： 安装管桩连接地框： 會桩连接地框 1950、管桩连接地框 1951、 管桩 接地框 1952、管桩 连接地框 1953、 管桩连接地框 1954、 管桩连接地框 1955、 管桩连接地框 1956、 管桩连 接地框 1957的孔圈住对应的地卞管桩 2012、 地下管桩 2013、 地下管桩 2014、 地下管桩 2015、 地下管桩 20'16、 地下管桩 2017、 地下管桩 2018、 地下管桩 2019;
安装底层连接件： 将底层连接件 1850、底层连接件 1851、底层连接件 1852、底层连接件 1853、 底层连接件 1854、 底层连接件 1855、 底层连接件 1856、 底层连接件 1857依次置 放在管桩连接地框 1950、 管桩连接地框 1951、 管桩连接地框 1952、 管桩连接地框 1953、 管桩连接地框 1954、 管桩连接地框 1955、 管桩连接地框 1956、 管桩连接地框 1957上使 底层连接件的支撑部直接支撑在对应管桩连接地框上， 调整底层连接件 1850、 底层连接 件 1851、 底层连接件 1852、 底层连接件 1853、 底层连接件 1854、 底层连接件 1855、 底 层连接件 1856、底层连接件 1857使底层连接件的底层上立柱插接头与水平面垂直，支撑 立柱水平面在同一水平面， 并将底层连接件与对应管桩连接地框悍接固定：
安装底层连接件的水平支撑接头上的横梁： 将横梁支撑固定在相邻底层连接件相对 的两个水平接头上； . '
灌水泥混凝土： 向管桩连接地框形成的环状空间内灌充水泥混凝土， 将地下管桩、 管桩连接地框、 底层连接件和支.撑固定在底层连接件上的横梁浇注成一个整体。 后面的安装工艺无特别之处， 不再详述。
实施例 97
如图 141所示， 与实施例 96不同的是， 下立柱插接头插接固定在立柱 1868上的梁 柱连接件 2068的结构与实施例 66相同， 下立柱插接头分别插接固定在立柱 1867、 立柱 1869、立柱 1871、立柱 1873上的梁柱连接件 2067、梁柱连接件 2069、梁柱连接件 2071、 梁柱连接件 2073的结构与实施例 65相同。下立柱插接头插接固定在立柱 1866上的梁柱 连接件 2066与梁柱连接件 2068关于其中心位置的水平面对称。梁柱连接件 2073与梁柱 连接件 2069关于其中心位置的水平面对称。 下立柱插接头插接固定在立柱 1872上的梁 柱连接件 2072、 梁柱连接件 2071、.下立柱插接头插接固定在立柱 1870上的梁柱连接件 2070分别与梁柱连接件 2066、 梁柱连接件 2067、 梁柱连接件 2068关于其连线中心位置 的水平面一一对称。 在本实施例中不需要 L形侧挡板。
. 还包括周边固定在横梁 1 882、 横梁 1895、 横梁 1898、 横梁 1889上方的楼板预制板 2074 ,周边固定在横梁 1 883、横梁 1884、横梁 1896、横梁 1 895上方的楼板预制板 2075， 周边固定在横梁 1885、 横梁 1886、 横梁 1897、 横梁 1896上方的楼板预制板 2076， 周边 固定在横梁 1887、 横梁 1888、 横梁 1898、 横梁 1897上方的楼板预制板 2077。
地下管桩 2050、 地下管桩 2051、 地下管桩 2052、 地下管桩 2053、 地下管桩 2054、 地下管桩 2055、 地下管桩 2056、 地下管桩 2057为圆管形。 '
还包括分别插接固定在梁柱连接件 2066、梁柱连接件 2067、梁柱连接件 2068、梁柱 连接件 2069、 梁柱连接件 2070、 梁柱连接件 2071、 梁柱连接件 2072、 梁柱连接件 2073 上的立柱 2078、 立柱 2079、 立柱 2.080、 立柱 2081、 立柱 2082、 立柱.2083、 立柱 2084、 立柱 2085。 下立柱插接头分别插接固定在立柱 2078、立柱 2079、立柱 2080、立柱 2081、 立柱' 2082、 立柱 2083、 立柱 2084、 立柱 2085上的梁柱连接件 2086、 梁柱连接件 2087、 梁柱连接件 2088、 梁柱连接件 2089、 梁柱连接件 2090、 梁柱连接件 2091、 梁柱连接件 2092、 梁柱连接件 2093。 梁柱连接件 2086的结构与实施例 31相同， 梁柱连接件 2087、 梁柱连接件 2089、'梁柱连接件 2091、 梁柱连接件 2093的结构与实施例 30相同。 梁柱连 接件 2093与梁柱连接件 2089关于其中心位置的水平面对称。梁柱连接件 2088与梁柱连 接件 2086关于其中心位置的水平面对称。 梁柱连接件 2092、 梁柱连接件 2091、 梁柱连 接件 2090分别与梁柱连接件 2086、梁柱连接件 2087、梁柱连接件 2088关于其连线中心 位置 水平面一一对称。
还包括平面插接件 2094。 平面插接件 2094的结构与实施例 94的平面插接件的结构 相同。 '
还包括一端分部与平面插接件 2094的四个插接头插接固定的横梁 2095、横梁 2096、 横梁 2097、横梁 2098。横梁 2095、横梁 2096、横梁 2097、横梁 2098的另一端分别支撑 固定在梁柱连接件 2087、 梁柱连接件 2089、 梁柱连接件 2091、 梁柱连接件 2093的水平 支撑接头上。
与实施例 96相同的是， 在梁柱连接件 2086、 梁柱连接件 2087、 梁柱连接件 2088、 梁柱连接件 2089、 梁柱连接件 2090、 梁柱连接件 2091、 梁柱连接件 2092、 梁柱连接件 2093相对的两个水平接头上均固定有横梁， 在其侧挡板定位槽内均固定有 L形侧挡板。
L形侧挡板与梁柱连接件形成周边首尾相连的挡墙，楼板预制板 2099、楼板预制板 2100、 楼板预制板 2101、楼板预制板 2102的周边均支撑固定在其下方对应的横梁上并容置挡墙 内， 在楼板预制板和 L形侧挡板间、 楼板预制板之间设有空隙， 在空隙内浇注有水泥。
.在梁柱连接件 2086、 梁柱连接件 2087、 梁柱连接件 2088的上立柱插接头上分别插 接固定有立柱 2103、 立柱 2104、 立柱 2105。 还包括一端与插接件 2 Π 1插接固定的横梁 21 12、 横梁 21 14、'立柱 21 13， 横梁 21 12、 横梁 21 14的另一端分别支撑固定梁柱连接件 2086、 梁柱连接件 2087相对的挡墙水平支撑接头上。 还包括一端与插接件 21 1 5插接固 定的横梁 21 16、 横梁 21 18、 立柱 2 Π 7, 横梁 21 16、 横梁 21 18的另一端分别支撑固定梁 柱连接件 2087、梁柱连接件 2088相对的挡墙水平支撑接头上。还包括下立柱插接头分别 插接固定在立柱 2103和立柱 2105上的梁柱连接件 2144、梁柱连接件 2145。梁柱连接件 2144的结构与实施例 82相同。梁柱连接件 2145与梁柱连接件 2144关于其中心位置的水 平面对称。 还包括一端与插接件 2146插接固定的横梁 2147、 横梁 2148， 与横梁 2148另 一端插接固定的插接件 2152 , 与插接件 2152插接固定的横梁 2149， 与横梁 2149另一端 插接固定的插接件 2150，与插接件 2150插接固定的横梁 2151。插接件 2146、插接件 2152、 插接件 2150的一个插接头分别与立柱 21 13、立柱 2104、立柱 21 17插接固定。横梁 2147 的另一端分别支镎固定梁柱连接件 2144的水平支撑接头上， 横梁 21 51的另一端分别支 撑固定梁柱连接件 2145的水平支撑接头上。 上述所有结构的配合形成一面挡墙。其它三 面的挡墙与该面的挡墙的结构相同。 .
如图 142所示， 插接件 2146包括插接件本体 2156， 凸设插接件本体 2156的三个成 T字形的插接头 2153、 插接头 2154、 插接头 2155。 插接件 2152、 插接件 2150与插接件 2 M6的结构相同。. .
如图 143所示， 插接件 21 1 1与插接件 2146关于其中心位置的水平面对称。 插接件 21 1.5与插接件 21 1 1的结构相同。
如图 141所示, 与实施例 1不同的是， 在底层连接件 2157上还设有将墙板固定在底 层连接件上的通孔。与实施例 2不同的是， 在底层连接件 2158上还设有将墙板固定在底 层连接件上的通孔。底层连接件 2159与底层连接件 2157关于其中心位置的竖直面对称。 还包括周边固定在底层连接件 2.157、 底层连接件 2158、 梁柱连接件 2067、 梁柱连接件 2066上的玻璃板 2160,周边固定在底层连接件 2158、底层连接件 2159、.梁柱连接件 2068、 梁柱连接件 2067上的玻璃板 2161 ,'周边固定在梁柱连接件 2067、 梁柱连接件 2068、 梁 柱连接件 2088、 梁柱连接件 2087上的玻璃板 2162， 周边固定在梁柱连接件 2066、 梁柱 连接件 2067、 梁柱连接件 2087、 梁柱连接件 2086上的玻璃板 2163。
如图 144所示，均通过螺钉 2163穿过玻璃板、弹性垫圈 2164、梁柱连接件上的通孔、 弹性垫圈 2165与螺母 2166固定将玻璃板与梁柱连接件固定。
实施例 98
如图 145所示， 与实施例 95不同的是， 下立柱插接头分别插接固定在立柱 1867、立 柱 1869、立柱 1871、立柱 1 873上的梁柱连接件 2201、梁柱连接件 2203、梁柱连接件 2205、 梁柱 ¾接件 2207的结构与实施例 77相同。 梁柱连接件 2203与梁柱连接件 2201关于其 中心位置的水平面对称。
还包括三边固定在横梁 1 889、 横梁 1882、 横梁 1883、 横梁 1884上方的上支撑模板 2208 ,相对的两边其中一边固定在横梁 1889和横梁 1888上方、另一边固定在横梁 1884、 横梁 1885上方的上支撑模板 2209， 三边固定在横梁 1885、 横梁 1886、 横梁 1887、 横梁 1888上方的上支撑模板 2210。
两边固定在上支撑模扳 2208、 支撑模板 2209下方的下支撑模板 221 1 , 两边固定在 上支撑模板 2208、支撑模板 2209下方的下支撑模板 2212，两边固定在上支撑模板 2209、 支撑模板 2210下方的下支撑模板 2213， .两边固定在上支撑模板 2209、支撑模板 2210下 方的下支撑模板 2 14。 通过紧固螺钉从下支撑模板的下方穿过下支撑模板、 上支撑模板与上支撑模板上方 的螺母固定将下支撑模板固定在上支撑模板上。 上支撑模板、 下支撑模板、 L形的侧挡 板、 梁柱连接件形成楼板容置空间， 在楼板容置空间内布置有钢筋， 灌注水泥混凝土形 成钢筋水泥混凝土楼板。钢筋水泥混凝土楼板灌完凝结后把下支撑模板拆下来重复使用， 螺母留在水泥混凝土内可供后面的装修如吊顶使用。
实施例 99 '
如图 146所示， 与实施例 81不同的是， 插接固定在立柱 796上的梁柱连接件 2300 的结构与实施例 75相同。 插接固定在立柱 797上的梁柱连接件 2301的结构与实施例 76 相同。 梁柱连接件 2302与梁柱连接件 2300关于其中心位置的水平面对称。 梁柱连接件 2305、' 梁柱连接件 2304、 梁柱连接件 2303与梁柱连接件 2300、 梁柱连接件 2301、 梁柱 连接件 2302关于其中心位置的水平面对称。 .
实施例 100 . ' '
如图 147所示，建筑框架结构，包括与水平面垂直的圆钢管的立柱 2322、立柱 2324， 与水平面平行的方钢管的横梁 2321、 横梁 2323、 横梁 2325 , 梁柱连接件 2320。 梁柱连 接件 2320的结构与实施例 62相同 έ
柱 2322插入梁柱连接件 2320的下立柱插接头的竖直凸部内， 立柱插接头的竖直 凸部的内侧面与圆钢管立柱 2322的外侧面配合， 梁柱连接件 2320直接支撑在立柱 2322 上， 梁柱连接件 2.320的下立柱插接头的竖直凸部通过螺钉 2326与立柱 2322固定。立柱 2324插入梁柱连接件 2320的上立柱插接头的竖直凸部内，立柱插接头的竖直凸部的内侧 面与圆钢管立柱 2324的外侧面配合， 立柱 2324直接支撑在梁柱连接件 2320上， 梁柱连 接件 2320的上立柱插接头的竖直凸部通过螺钉 2327与立柱 2324固定。 横梁 2321.的一 端容置在支撑接头的容置槽内并直接支撑在容置槽的底部与支撑接头连接固定在一起， 横梁 2323的一端容置在支撑接头的容置槽内并直接支撑在容置槽的底部与支撑接头连接 固定在一起，横梁 2325的一端容置在支撑接头的容置槽内并直接支撑在容置槽的底部与 支撑接头连接固定在一起。 .
分别通过将顶杆 2327伸入梁柱连接件的调整孔内、将调整杆 2328伸入顶杆 2327的 孔内再旋转调整杆 2328调整横梁或立柱相对梁柱连接件的位置。
实施例 101 .
如图 148所示， 与实施例 100本同的是， 梁柱连接件 2330的结构与实施例 63相同。 立柱 233 1、立柱 2332为方钢管。通过将焊料焊接到下立柱插接头的竖直凸部的填焊通孔 2333内将下立柱插接头与立柱 2331固定在一起。通过将焊料焊接到上立柱插接头的竖直 凸部的填焊通孔 2334内将上立柱插接头与立柱 2332固定在一起。
本发明中的支撑接头、 插接头的结构可以有多种变化， 连接件、 插接件、 管接件与 梁柱有无数种变化的连接方式， 由于表达的需要， 本发明只是列出了能表达清楚的结构 单元。

Claims

权利 要 求 书 一
1、 一种梁柱连接件， 其特征在于包括一体成型的梁柱连接件本体， 需与垂直水平面方向 的立柱端部插接固定、沿竖直方向凸出梁柱连接件本体的立柱插接头， 直接支撑与水平面 平行的横梁、沿水平方向凸出梁柱连接件本体的水平支撑接头； 在梁柱连接件上设有与立 柱端面直接接触的第一水平面； 在立柱插接头上设有对立柱前后左右抵挡的立柱侧抵挡 面； 在水平支撑接头上设有与固定在其上的横梁直接接触、 支撑横梁的支撑横梁水平面。
2、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件为底层梁柱连接件； 水平支撑接头凸设梁柱连接件本体的方向与横梁平行， 与横梁的端部连接固定； 立柱插接 头仅为位于梁柱连接件本体上方的上立柱插接头，第一水平面为设置在梁柱连接件背对地 面的一侧的支撑立柱水平面， 在梁柱连接件本体的底部设有下凸部， 在梁柱连接件本体的 侧面设有与水平支撑接头个数相同的被支撑部， 水平支撑接头从被支撑部的端面垂直凸 设。
3、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 水平支撑接头凸设梁柱连接件本 体的方向与横梁平行， 与横梁的端部连接固定， 在梁柱连接件上设有横梁端面抵挡面； 立 柱插接头为^ ί于梁柱连接件本体上方的上立柱插接头和位于梁柱连接件本体下方的下立 柱插接头，第一水平面为设置在梁柱连接件背对地面的一侧的支撑立柱水平面和设置在梁 柱连接件正对地面一侧的被立柱支撑水平面。
4、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 水平支撑接头凸设梁柱连接件本 体的方向与横梁平行， 与横梁的端部连接固定， 在梁柱连接件上设有横梁端面抵挡面； 立 柱插接头仅为位于梁柱连接件本体下方的下立柱插接头，第一水平面为设置在梁柱连接件 正对地面一侧的被立柱支撑水平面。
5、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件还包括设置在相邻的 两个水平支撑接头间或相邻的水平支撑接头与立柱插接头间用来连接对角位置的梁柱连 接件的加强接头。
6、 如权利要求 1所述的一种梁柱连接件， 其特征在于: 梁柱连接件为顶层梁柱连接件， 立柱插接头为下立柱插接头； 顶层梁柱连接件还包括与梁柱连接件本体一体成型的、斜向 上凸出梁柱连接件本体的顶层斜上支撑接头；顶层斜上支撑接头包括支撑顶梁斜面和抵挡 顶梁端面的顶梁端面抵挡面。
7、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件为顶层梁柱连接件， 立柱插接头为下立柱插接头； 顶层梁柱连接件还包括与梁柱连接件本体一体成型的、斜向 上凸出梁柱连接件本体的顶层斜上支撑接头，顶层斜上支撑接头包括支撑顶梁斜面和抵挡 顶梁端面的顶梁端面抵挡面； 在顶层斜上支撑接头的正下方设有所述的水平支撑接头； 顶 层斜上支撑接头的最外端到梁柱连接件本体中心的水平距离小于顶层斜上支撑接头正下 方的水平支撑接头的支撑横梁水平面到梁柱连接件本体中心的最小水平距离。
8、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件为顶层梁柱连接件， 立柱插接头为下立柱插接头；顶层梁柱连接件还包括从梁柱连接件本体的一个侧面或相背 的两个侧面斜向下凸出梁柱连接件本体的顶层斜下插接头或顶层斜下支撑接头；在梁柱连 接件本体的一个侧面或相背的两个侧面水平上设有所述的水平支撑接头。
9、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件为顶层梁柱连接件， 在梁柱连接件本体背离水平支撑接头的一个外侧面上或相邻的两个外侧面上或不设有水 平支撑接头的相邻两个面的转角凸设有水槽支撑部。
10、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件为顶层梁柱连接件， 仅在梁柱连接件本体的底面设有所述的立柱插接头；在梁柱连接件本体背离水平支撑接头 的一个外侧面上或相邻的两个外侧面上或不设有水平支撑接头的相邻两个面的转角位置 凸设有水槽支撑部， 在水槽支撑部的顶面沿竖直方向向上凸设有挡墙立柱插接头， 7JC槽支 撑面位于挡墙立柱插接头朝向梁柱连接件本体的一侧。
11、 如权利要求 10所述的一种梁柱连接件， 其特征在于： 在挡墙立柱插接头的的一侧、 或相背的两侧、或相邻的两侧设有挡墙水平支撑接头， 挡墙水平支撑接头与水平支撑接头 的朝向相同。
12、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件为顶层梁柱连接件， 在梁柱连接件本体的底面设有所述的下立柱插接头，在梁柱连接件本体的顶面设有挡墙立 柱插接头；在梁柱连接件本体背离水平支撑接头的一个外侧面上或相邻的两个外侧面上或 不设有水平支撑接头的相邻两个面的转角凸设有水槽支撑部。
13、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件还包括一个与梁柱连 接件本体一体成型的、在不设有水平支撑接头的外侧面上或相邻的两个不设有水平支撑接 头的外侧面的转角位置设有斜向下或水平凸出梁柱连接件本体的连接梁插接头。
14、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 水平支撑接头为二个， 两个水平 支撑接头凸设梁柱连接件本体方向的夹角大于等于 90° 小于 180° ，梁柱连接件还包括一 个与梁柱连接件本体一体成型的、 在不设有水平支撑接头的相邻的两个外侧的转角位置、 设有水平或斜向下凸出梁柱连接件本体的连接梁插接头。
15、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 梁柱连接件还包括与梁柱连接件 本体一体成型的、在梁柱连接件本体背离水平支撑接头的一个或两个外侧面上设有斜向下 或水平凸出梁柱连接件本体的连接臂，在连接臂端部的一侧或相背的两个侧面上设有边梁 支撑接头，边梁支撑接头凸设梁柱连接件本体的方向与对应的水平支撑接头凸设梁柱连接 件本体的方向的朝向相同且平行。
16、 如权利要求 15所述的一种梁柱连接件， 其特征在于： 连接臂水平凸出梁柱连接件本 体， 在连接臂端部的上方还设有边立柱插接头。
17、 如权利要求 1所述的一种梁柱连接件， 其特征在于: 水平支撑接头为二个， 两个水平 支撑接头凸设梁柱连接件本体方向的夹角大于等于 90° 小于 180° ，梁柱连接件还包括一 个与梁柱连接件本体一体成型的、在不设有水平支撑接头的相邻的两个外侧面的转角位置 设有斜向下或水平凸出梁柱连接件本体的连接臂，在连接臂的端部设有两个成 L形的边梁 支撑接头， 两个边梁支撑接头分别与两个水平支撑接头的朝向相同且平行。
18、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 立柱插接头为两个， 包括上立柱 插接头和下立柱插接头；水平支撑接头凸设梁柱连接件本体的方向与为天车导轨的横梁垂 直。
19、 如权利要求 1所述的一种梁柱连接件， 其特征在于： 在插接头或支撑接头上设有将横 梁或立柱固定在连接件设定位置的螺纹通孔。
20、 如权利要求 6或 7任意一项所述的一种梁柱连接件， 其特征在于： 在梁柱连接件本体 的上方竖直向上凸设有挡墙立柱插接头。
21、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 在梁柱连接件本 体的同一侧设有两个以上的水平支撑接头和 /或两个以上的立柱插接头。
22、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 水平支撑接头包 括凸出梁柱连接件本体一侧的侧凸部，从侧凸部的顶面竖直向上凸设的两个并列的限位凸 部， 两个限位凸部之间的间隙形成容置端部被加工成 T字形的横梁端部的垂直部的容置 槽。
23、 如权利要求 22所述的一种梁柱连接件， 其特征在于： 限位凸部即容置槽的侧壁为从 侧凸部的顶面垂直向上延伸再水平向外弯折而成。
24、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 水平支撑接头包 括凸出梁柱连接件本体的侧凸部；在水平支撑接头的侧凸部的顶面并靠近侧凸部的两侧并 列设有两个限位凸部， 两个限位凸部与其对应的侧凸部形成容置横梁端部的容置槽；支撑 横梁水平面为容置槽的底面。
25、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 梁柱连接件的立 柱插接头包括从梁柱连接件本体沿竖直方向延伸而成的两个关于其中心位置的竖直面对 称的、 开口朝向两侧的 U形凸部； 两个 U形凸部之间的间隙形成与 H型钢或工字形钢的 连接部配合的容置槽；两个 U形凸部相对的两个面和与相对的两个面垂直的外侧面为对与 其插接的立柱上下前后抵挡的侧抵挡面。
26、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 立柱插接头包括 一个从梁柱连接件本体沿竖直方向延伸的管形凸部，管形凸部的外侧面与圆钢管或方钢管 立柱的内侧面配合。
27、 如权利要求 26所述的一种梁柱连接件， 其特征在于： 在管形凸部的外侧面上设有弹 性凸舌， 弹性凸舌远离梁柱连接件本体的一端连在管形凸部上， 弹性凸舌朝向梁柱连接件 本体的一端为自由端。
28、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 梁柱连接^^的立 柱插接头包括一个从梁柱连接件本体的底部或顶部沿竖直方向延伸而成的管形凸部，管形 凸部的内侧面与圆钢管或方钢管立柱的外侧面配合；在管形凸部的侧壁上设有螺纹孔或填 焊通槽。
29、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 水平支撑接头包 括凸出梁柱连接件本体的侧凸部， 侧凸部的顶面为支撑横梁水平面； 在水平支撑接头的侧 凸部的下方设有与梁柱连接件本体一体成型的加强筋。
30、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 在支撑接头或插 接头上设有填焊通孔。
31、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 梁柱连接件包括 不设有水平支撑接头的外侧面，与外侧面和横梁端面抵挡面连通的水平方向的侧挡板定位 槽
32、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 还设有调整横梁 或立柱相对于梁柱连接件位置的调整孔，调整孔与抵挡横梁的端面或抵挡立柱的端面连通 并穿过该端面。
33、 如权利要求 1至 19任意一项所述的一种梁柱连接件， 其特征在于： 在梁柱连接件不 设有水平支撑接头的外侧面设有固定墙板的螺纹孔或通孔。
34、 如权利要求 1至 19任意一项所述的梁柱连接件的成型方法， 其特征在于： 所述的梁 柱连接件铸造成型或注塑成型。
35、 如权利要求 34所述的梁柱连接件的成型方法， 其特征在于： 所述的一种梁柱连接件 由消失模或蜡模或砂型模铸造成型。
國、建筑框架结构， 包括与水平面垂直的立柱、 与水平面平行的横梁、 梁柱连接件， 其特 征在于： 梁柱连接件包括一体成型的梁柱连接件本体、 立柱插接头、 水平支撑接头； 立柱 与梁柱连接件的立柱插接头直接插接固定；横梁直接支撑固定在梁柱连接件相对的水平支 撑接头上。
37、 如权利要求 36所述的建筑框架结构， 其特征在于： 横梁和立柱为标准的建筑型材； 立柱插接头插入立柱内， 梁柱连接件与立柱接触的面的外周与立柱的外周齐平， 立柱与立 柱插接头之间通过焊接相互固定或通过紧固件相互固定；横梁的外侧面与水平支撑接头的 外侧面齐平； 横梁和水平支撑接头之间通过焊接相互固定或通过紧固件相互固定。
38、 如权利要求 36所述的建筑框架结构， 其特征在于； 还包括管桩连接地框和底层连接 件， 底层连接件包括底层连接件本体， 凸设在底层连接件本体上方的上立柱插接头， 水平 凸设底层连接本体的支撑部， 从底层连接件本体向下凸设并伸入管桩连接地框的抵挡部； 管桩连接地框埋入地下， 支撑部直接支撑在管桩连接地框上， 抵挡部伸入管桩连接地框的 内腔， 立柱直接支撑在底层连接件上， 底层连接件与管桩连接地框焊接固定在一起； 在管 桩连接地框的内腔内灌充有水泥混凝土。
39、 如权利要求 36所述的建筑框架结构， 其特征在于； 还包括地下管桩； 地下管桩下端 打入地下深处， 地下管桩的上端伸入管桩连接地框内腔； 在地下管桩、 管桩连接地框的内 腔灌充有水泥混凝土。
40、 如权利要求 36所述的建筑框架结构， 其特征在于： 还包括顶梁连接件和顶梁； 所述 的梁柱连接件还包括与梁柱连接件本体一体成型的、斜向上凸出梁柱连接件本体的顶层斜 上支撑接头， 立柱插接头从梁柱连接件本体的底面向下凸设， 在梁柱连接件 本体的一个 侧面或相背的两个侧面设有所述的水平支撑接头，顶层斜上支撑接头凸设本体的方向与水 平支撑接头凸设本体的方向垂直， 所述的立柱插接头为下立柱插接头； 所述的顶梁连接件 包括顶梁连接件本体、两个斜向下凸设顶梁连接件本体、成倒 V字形的顶梁斜插接头，一 个或两个沿水平方向凸设顶梁连接件本体的水平支撑接头；梁柱连接件的立柱插接头与立 柱插接固定， 梁柱连接件直接支撑在立柱上； 两个顶梁斜插接头分别与对称的两根顶梁端 部插接固定，与顶梁连接件插接固定在一起的两根顶梁的另一端直接支撑在对称的梁柱连 接件相对的顶层斜上支撑接头上并与顶层斜上支撑接头连接固定，在相邻的顶梁连接件相 对的水平支撑接头上支撑固定有所述的横梁。
41、 如权利要求 40所述的建筑框架结构， 其特征在于： 还包括梁柱平面插接件； 梁柱平 面插接件包括梁柱平面插接件本体， 两个水平方向凸设梁柱平面插接件本体的梁插接头， 一个或两个沿竖直方向凸设梁柱平面插接件本体的柱插接头；在所述的顶层斜上支撑接头 正下方还设有一个所述的水平支撑接头，顶层斜上支撑接头的最外端到梁柱连接件本体中 心的水平距离小于顶层斜上支撑接头正下方的水平支撑接头的支撑横梁水平面到梁柱连 接件本体中心的最小水平距离， 在所述的顶梁连接件本体底面还向下竖直凸设有柱插接 头； 梁柱连接件的立柱插接头与立柱插接固定， 梁柱连接件直接支撑在立柱上； 梁柱平面 插接件的两个梁插接头分别与结构对称的两横梁端部插接固定，与梁柱平面插接件插接在 一起的两根横梁的另一端直接支撑在对称的梁柱连接件相对的位于顶层斜上支撑接头正 下方的水平支撑接头上并与水平支撑接头连接固定，在梁柱平面插接件的柱插接头上插接 固定有立柱， 该立柱直接支撑在梁柱平面插接件上； 顶梁连接件的两个顶梁斜插接头分别 与结构对称的两根顶梁端部插接固定，顶梁连接件的柱插接头与支撑在梁柱平面插接件上 的立柱插接固定并直接支撑在该立柱上。
42、 如权利要求 40所述的建筑框架结构， 其特征在于在梁柱连接件本体的上方竖直向上 凸设有挡墙立柱插接头。
43、 如权利要求 36所述的建筑框架结构， 其特征在于： 还包括顶层插接件和顶梁挂接件； 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横梁的容置部；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，顶梁挂接件悬挂在横 梁上其容置部与该横梁配合， 顶层插接件支撑在横梁上。
44、 如权利要求 36所述的建筑框架结构， 其特征在于： 还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横梁的容置部； 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 置与其配合的横梁的容置部；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，顶梁挂接件悬挂在横梁上其容置部与 该横梁配合， 顶梁挂接件悬挂在横梁上其容置部与该横梁配合。
45、 如权利要求 40至 42任意一项所述的建筑框架结构， 其特征在于： 建筑框架结构为厂 房框架结构， 所述的横梁为可供天车来回滑动的天车导轨； 所述的梁柱连接件的立柱插接 头为两个， 沿梁柱连接件本体向上和向下竖直凸设； 水平支撑接头为一个或两个， 水平支 撑接头为一个时， 与两个立柱插接头成 T字形， 水平支撑接头为二个时， 与两个立柱插接 头成十字形； 在梁柱连接件的上方和下方均设有与立柱插接头插接固定的所述立柱， 天车 导轨支撑在相邻的两个梁柱连接件的水平支撑接头上并与水平支撑接头固定，横梁与水平 支撑接头凸设梁柱连接件本体的方向垂直。
46、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括一根以上的 边梁、 两根以上的连接梁、 与连接梁个数相同的檐连接件； 在梁柱连接件本体不设有水平 支撑接头的外侧面上或相邻的两个不设有水平支撑接头的外侧面的转角位置设有斜向下 或水平凸出梁柱连接件本体的连接梁插接头，连接梁插接固定在梁柱连接件的连接梁插接 头上； 檐连接件包括一体成型的檐连接件本体、一个水平或斜向上凸设檐连接件本体的梁 插接头， 一个或二个凸设檐连接件本体的边梁支撑接头； 檐连接件的梁插接头与对应的连 接梁端部插接固定， 边梁的端部支撑固定在对应的边梁支撑接头上。
47、 如权利要求 46所述的建筑框架结构， 其特征在于： 檐连接件包括第一檐连接 t^、 第 二檐连接件， 连接梁包括第一连接梁、 第二连接梁；
第一檐连接件包括一体成型的第一檐连接件本体、一个从第一檐连接件本体水平或斜向上 凸出的梁插接头，从第一檐连接件本体的一侧沿水平方向凸设檐连接件本体的边梁支撑接 头；
第二檐连接件与第一檐连接件关于其中心位置的竖直面对称；
第一檐连接件的梁插接头插接固定在第一连接梁上，第二檐连接件的梁插接头插接固定在 第二连接梁上， 在第一檐连接件、第二檐连接件相对的边梁支撑接头上支撑固定有所述的 边梁。
48、 如权利要求 47所述的建筑框架结构， 其特征在于： 连接梁还包括第三连接梁， 檐连 接件还包括与第三连接梁插接固定的第三檐连接件；
第三檐连接件包括一体成型的本体、从第三檐连接件本体相背的两个侧面沿水平方向凸设 的二个边梁支撑接头，从与凸设边梁支撑接头的两个侧面均相邻的第三檐连接件本体的一 个侧面上沿水平方向或斜向上的方向凸设的一个梁插接头；
第一连接梁、 第三连接梁、 第二连接梁沿水平方向依次阵列；
在第一檐连接件和第三檐连接件相对的边梁支撑接头上支撑固定有所述的边梁；在第三檐 连接件和第二檐连接件相对的边梁支撑接头上支撑固定有所述的边梁。
49、 如权利要求 46所述的建筑框架结构， 其特征在于： 檐连接件包括第四檐连接件、 第 五檐连接件， 连接梁包括第四连接梁、 第五连接梁；
第四檐连接件包括一体成型的第四檐连接件本体、一个从第四檐连接件本体水平或斜向上 凸出的梁插接头，从第四檐连接件本体相邻的两侧面沿水平方向凸设第四檐连接件本体的 两个边梁支撑接头， 两个边梁支撑接头位于第四梁插接头的两侧， 两个第四边梁支撑接头 凸设第四檐连接件本体的方向大于等于 90° 小于 180° ；
第五檐连接件与第四檐连接件关于中心位置的竖直面对称；
第四檐连接件的梁插接头插接固定在第四连接梁上，第五檐连接件的梁插接头插接固定在 第五连接梁上，在第四檐连接件和第五檐连接件相对的边梁支撑接头上支撑固定有所述的 边梁。
50、 如权利要求 49所述的建筑框架结构， 其特征在于： 连接梁还包括第六连接梁， 檐连 接件还包括与第六连接梁插接固定的第六檐连接件、；
第六檐连接件包括一体成型的第六檐连接件本体、从第六檐连接件本体相背的两个侧面沿 水平方向凸设的二个边梁支撑接头，从与凸设边梁支撑接头的两个侧面均相邻的第六檐连 接件本体的一个侧面上沿水平方向或斜向上的方向凸设的一个梁插接头；
第四连接梁、 第六连接梁、 第五连接梁沿水平方向依次阵列；
在第四檐连接件和第六檐连接件相对的边梁支撑接头上支撑固定有所述的边梁；在第六檐 连接件和第五檐连接件相对的边梁支撑接头上支撑固定有所述的边梁。
51、 如权利要求 46所述的建筑框架结构， 其特征在于： 还包括第一边立柱、 第二边立柱、 第一边梁柱连接件、 第二边梁柱连接件； 檐连接件包括第七檐连接件、 第九檐连接件， 连 接梁包括第七连接梁、 第九连接梁；
第七檐连接件包括一体成型的第七檐连接件本体、从第七檐连接件本体相邻的两个侧面沿 水平方向凸设的梁插接头和边梁支撑接头，从第七檐连接件本体的顶面沿竖直方向凸设的 边立柱插接头； 第一边梁柱连接件包括一体成型的第一边梁柱连接件本体、从第一边梁柱连接件本体相邻 的两个侧面沿水平方向凸设的边梁支撑接头或边梁插接头，从第一边梁柱连接件本体的底 面沿竖直方向凸设的边立柱插接头；
第九檐连接件与第七檐连接件关于其中心位置的竖直面对称；第二边梁柱连接件与第一边 梁柱连接件关于其中心位置的竖直面对称；
第七连接梁与第九连接梁沿水平方向阵列； 第七檐连接件、第九檐连接件的梁插接头分别 与第七连接梁与第九连接梁插接固定；在第七檐连接件和第九檐连接件相对的边梁支撑接 头上支撑固定有所述的边梁； 第一边立柱、 第二边立柱分别插接固定在第七檐连接件、 第 九檐连接件的边立柱插接头上；在第一边梁柱连接件的边梁插接头上或边梁支撑接头上固 定有与第七连接梁沿竖直方向由下向上阵列的所述的边梁；在第二边梁柱连接件的边梁插 接头上或边梁支撑接头上固定与第九连接梁沿竖直方向由下向上阵列的所述的边梁；在第 一边梁柱连接件和第二边梁柱连接件相对的边梁支撑接头或边梁插接头上固定有所述的 边梁；第一边梁柱连接件、第二边梁柱连接件的边立柱插接头分别插接固定在第一边立柱、 第二边立柱上。
52、 如权利要求 51所述的建筑框架结构， 其特征在于： 还包括第三边立柱、 第三边梁柱 连接件， 连接梁还包括与第十一连接梁， 檐连接件还包括与第十一连接梁插接固定的第十 一檐连接件：
第十一檐连接件包括一体成型的第十一檐连接件本体、从第十一檐连接件本体相背的两个 侧面沿水平方向凸设的二个边梁支撑接头，从与凸设边梁支撑接头的两个侧面均相邻的第 十一檐连接件本体的一个侧面上沿水平方向凸设的一个梁插接头，从第十一檐连接件本体 的顶面沿竖直方向向上凸设的边立柱插接头；
第三边梁柱连接件包括一体成型的第三边梁柱连接件本体、从第三边梁柱连接件本体相背 的两个侧面沿水平方向凸设的二个边梁支撑接头或边梁插接头，从第三边梁柱连接件本体 的底面沿竖直方向向下凸设的边立柱插接头；
第七连接梁、 第十一连接梁、 第九连接梁依次沿水平方向阵列；
在第七檐连接件和第十一檐连接件相对的边梁支撑接头上支撑固定有所述的边梁；在第十 一檐连接件和第九檐连接件相对的边梁支撑接头支撑固定有所述的边梁；在第一边梁柱连 接件和第三边梁柱连接件相对的边梁支撑接头或边梁插接头上固定有所述的边梁；在第三 边梁柱连接件和第二边梁柱连接件相对的边梁支撑接头上或边梁插接头上固定有所述的 边梁； 第三边立柱插接固定在第十一檐连接件的边立柱插接头上。
53、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括边梁； 梁柱 连接件还包括与梁柱连接件本体一体成型的、在梁柱连接件本体背离水平支撑接头的一个 或相背的两个外侧面或相邻的两个外侧面的转角位置上设有斜向下或水平凸出梁柱连接 件本体的连接臂， 在连接臂端部的一侧或相背的两个侧面上设有边梁支撑接头， 边梁支撑 接头凸设梁柱连接件本体的方向与对应的水平支撑接头凸设梁柱连接件本体的方向的朝 向相同且平行； 边梁支撑固定在相邻的两个梁柱连接件的相对的两个边梁支撑接头上。
54、 如权利要求 53所述的的建筑框架结构， 其特征在于： 连接臂水平凸出梁柱连接件本 体， 在连接臂端部的上方还竖直向上凸设有边立柱插接头。
55、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括一根以上的 边梁、 两根以上的连接梁、 与连接梁个数相同的檐插接件； 梁柱连接件还包括与梁柱连接 件本体一体成型的、在梁柱连接件本体背离水平支撑接头的一个或相背的两个外侧面上设 有斜向下或水平凸出梁柱连接件本体的连接梁插接头；檐插接件包括一体成型的檐插接件 本体、一个或二个从檐插接件本体水平或斜向上凸设檐插接件本体的梁插接头； 檐插接件 的梁插接头与对应的连接梁一个端部插接固定， 边梁的两端插接在对应的梁插接头上。
56、 如权利要求 55所述的的建筑框架结构， 其特征在于： 连接梁插接头水平凸出梁柱连 接件本体； 梁插接头水平凸出檐插接件本体； 在檐插接件本体的上方还竖直向上凸设有边 立柱插接头。
57、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 还包括插接件， 插 接件包括插接件本体、 从插接件本体水平和 /或竖直凸设插接件本体的二个以上的插接头。
58、 如权利要求 57所述的建筑框架结构， 其特征在于： 插接件为梁柱插接件， 梁柱插接 件包括插接件本体， 二个以上沿插接件本体水平方向凸设的梁插接头， 一个沿插接件本体 竖直方向向上凸设的柱插接头； 插接件的梁插接头与所述的横梁的一端插接固定， 插接件 的柱插接头与所述的立柱插接固定。
59、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 还包括两个以上的 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、悬挂部和连接梁插接头或梁 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 定的横梁、 梁挂接件的悬挂部直接支撑并悬挂其上的横梁。
60、 如权利要求 59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横梁为一根；
第一梁挂接件与横梁的一端插接， 第二梁插接头与横梁的另一端插接； 第一梁挂接件、第 二梁挂接件分别悬挂在对应的横梁上。
61、 如权利要求 60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横梁； 第一梁挂接件悬挂在最前的横梁上， 第二梁挂接件 悬挂在最后的挂接件横梁上， 第三梁挂接件悬挂在对应的中间位置的横梁上。
62、 如权利要求 59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； 横梁包括不 在同一水平面和不在同一竖直面上的上横梁和下横梁；
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，横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； 枉描接头设置在悬疰部的 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， 横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横梁上， 第五梁挂接件 悬挂在上横梁上； 第七梁挂接件悬挂在下横梁上， 第六梁挂接件悬挂在上横梁上； 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。
63、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括水槽； 梁柱 连接件为顶层梁柱连接件， 仅在梁柱连接件本体的底面设有所述的立柱插接头， 在顶层梁 柱连接件背离水平支撑接头的一个外侧面上或背离水平支撑接头的相邻的两个外侧面上 或背离水平支撑接头的相邻的两个外侧面的转角位置凸设有水槽支撑部；水槽固定在水槽 支撑部上。
64、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括水槽和挡墙 立柱； 梁柱连接件包括顶层梁柱连接件， 仅在顶层梁柱连接件本体的底面设有所述的立柱 插接头；在梁柱连接件本体背离水平支撑接头的一个外侧面上或相邻的两个外侧面上凸设 有水槽支撑部， 在水槽支撑部的顶面沿竖直方向向上凸设有挡墙立柱插接头， 水槽支撑面 位于挡墙立柱插接头朝向梁柱连接件本体的一侧; 水槽固定在水槽支撑部上、在挡墙立柱 插接头上均插接固定有所述的挡墙立柱。
65、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括水槽和挡墙 立柱； 梁柱连接件为顶层梁柱连接件， 在梁柱连接件本体的底面设有所述的立柱插接头， 在梁柱连接件本体的顶面设有挡墙立柱插接头；在梁柱连接件本体背离水平支撑接头的一 个外侧面上或相邻的两个外侧面上凸设有水槽支撑部； 水槽固定在水槽支撑部上。
66、 如权利要求 36至 41任意一项所述的建筑框架结构， 其特征在于： 还包括外墙板； 在 梁柱连接件不设有水平支撑接头的外侧面设有螺纹孔或通孔，外墙板通过紧固件与梁柱连 接件的螺纹孔或通孔固定。
67、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 在横梁上还支撑固 定有楼板预制板。
68、如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 还包括 L形的侧挡 板； 梁柱连接件包括不设有水平支撑接头的外侧面， 与外侧面和横梁端面抵挡面连通的水 平方向的侧挡板定位槽； L形侧挡板的一边从梁柱连接件的外侧伸入侧挡板定位槽内， L 形的侧挡板支撑在横梁上， 与横梁、梁柱连接件固定， L形侧挡板的另一边朝上； L形侧 挡板与梁柱连接件形成周边首尾相连的挡墙， 楼板预制板支撑在横梁上并容置挡墙内， 在 楼板预制板和 L形侧挡板间、 楼板预制板间设有空隙， 在空隙内浇注有水泥。
69、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 还包括支撑模板和 L形的侧挡板； 梁柱连接件包括不设有水平支撑接头的外侧 la， 与外侧 ra、 mm^ 面连通的水平方向的侧挡板定位槽； L形侧挡板的一边从梁柱连接件的外侧伸入侧挡板 定位槽内， L形的侧挡板支撑在横梁上， 与横梁、梁柱连接件固定， L形侧挡板的另一边 朝上， L形侧挡板与梁柱连接件形成周边首尾相连的挡墙； 在每个挡墙内还固定有横梁， 每个挡墙的横梁和横梁上支撑固定有所述的支撑模板； 支撑模板、 L形的侧挡板、 梁柱连 接件形成楼板容置空间， 在楼板容置空间内布置有钢筋， 向楼板容置空间灌注水泥混凝土 形成钢筋水泥混凝土楼板。
70、如权利要求 36至 42任意一项所述的建筑框架结构，其特征在于：还包括上支撑模板、 下支撑模板和 L形的侧挡板；梁柱连接件包括不设有水平支撑接头的外侧面， 与外侧面和 横梁端面抵挡面连通的水平方向的侧挡板定位槽； L形侧挡板的一边从梁柱连接件的外 侧伸入侧挡板定位槽内， 并凸出横梁的内侧， L形的侧挡板支撑在横梁上， 与横梁、 梁柱 连接件固定， L形侧挡板的另一边朝上， L形侧挡板与梁柱连接件形成周边首尾相连的挡 墙； 在每个挡墙内还固定有横梁， 在横梁上还固定有所述的上支撑模板， 上支撑模板的两 侧均凸出横梁；在相邻的两个 L形侧挡板、上支撑模板的底面均通过紧固件固定有下支撑 模板； L形的侧挡板、 梁柱连接件、 上支撑模板、 下支撑模板形成楼板浇注空间， 在楼板 容置空间内布置有钢筋， 向楼板容置空间灌注水泥混凝土形成钢筋水泥混凝土楼板。
71、如权利要求 36至 42任意一项所述的建筑框架结构，其特征在于：还包括上支撑模板、 下支撑模板和 L形的侧挡板； 梁柱连接件包括不设有水平支撑接头的外侧面， 与外侧面和 横梁端面抵挡面连通的水平方向的侧挡板定位槽； L形侧挡板的一边从梁柱连接件的外侧 伸入侧挡板定位槽内， L形的侧挡板支撑在横梁上， 与横梁、 梁柱连接件固定， L形侧挡 板的另一边朝上， L形侧挡板与梁柱连接件形成周边首尾相连的挡墙； 上支撑模板支撑在 横梁上， 在相邻的上支撑模板的底面通过紧固件固定有所述的下支撑模板； 上支撑模板、 下支撑模板、 L形的侧挡板、 梁柱连接件形成楼板容置空间， 在楼板容置空间内布置有钢 筋， 向楼板容置空间灌注水泥混凝土形成钢筋水泥混凝土楼板。
72、 如权利要求 70所述的建筑框架结构， 其特征在于： 紧固件包括螺母和锁紧螺钉， 锁 紧螺钉从下支撑模板底面穿过下支撑模板与上支撑模板或 L形的侧挡板与螺母锁紧。
73、如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 横梁为 H型钢或工 字形钢，横梁的端部被加工为 T字形；在每个水平支撑接头的侧凸部的顶面并列设有两个 限位凸部， 两个限位凸部与其对应的侧凸部形成容置槽， 在容置槽的每个侧壁上设有紧固 件固定螺纹孔；横梁的 T字形端部的水平部直接支撑在限位凸出部的顶面， 垂直部容置在 容置槽内，通过紧固件穿过紧固件固定螺纹孔与横梁的 T字形端部的垂直部抵接使横梁与 两个限位凸部固定。
74、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 在每个水平支撑接 头的每个侧凸部的顶面并列设有两个限位凸部，两个限位凸部与其对应的侧凸部形成容置 槽； 横梁的端部容置在容置槽内并直接支撑在容置槽的底部。
75、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 立柱为圆钢管或方 钢管；梁柱连接件的立柱插接头包括一个从梁柱连接件本体的底部或顶部沿竖直方向延伸 而成竖直凸部， 竖直凸部的外侧面与圆钢管或方钢管的内侧面配合。
76、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 立柱为圆钢管或方 钢管；梁柱连接件的立柱插接头包括一个从梁柱连接件本体的底部或顶部沿竖直方向延伸 而成管形凸部， 管形凸部的内侧面与圆钢管或方钢管立柱的 j lMJ BlTB": 1 B 7l HW -JWJ 壁上设有螺纹孔或填焊通孔； 立柱插入立柱插接头的管形凸部内， 通过锁紧螺钉安装在螺 纹孔上对立柱与管形凸部锁紧或通过将悍料焊接到管形凸部的填焊通孔内将立柱插接头 与立柱固定在一起。
77、 如权利要求 36至 42任意一项所述的建筑框架结构， 其特征在于： 在水平支撑接头上 设有与横梁连通和 /或在立柱插接头上设有与立柱连通的填焊通孔， 通过将焊料垾接到填 焊通孔内将水平支撑接头与横梁固定在一起和 /或将立柱插接头与立柱固定在一起。
7 建筑框架结构的安装方法， 建筑框架结构包括垂直水平面的立柱、 与水平面平行的横 梁、 梁柱连接件， 其特征在于所述的梁柱连接件包括一体成型的梁柱连接件本体、 从梁柱 连接件本体沿竖直方向向下凸设的下立柱插接头， 两个以上沿水平方向凸设的梁支撑接 头； 其特征在于安装方法包括：
安装与下立柱插接头插接固定的立柱： 依次将立柱安装在设定位置， 调整立柱， 使立柱与 水平面垂直且立柱的顶面在同一水平面， 并使立柱与地面固定；
安装梁柱连接件： 依次将梁柱连接件的下立柱插接头插入对应的立柱内与该立柱插接， 梁 柱连接件直接支撑在该立柱上， 再调梁柱连接件， 使梁柱连接件的梁支撑接头支撑横梁的 水平面均在同一水平面上， 并使梁柱连接件的下立柱插接头与位于其正下方的立柱固定； 安装横梁： 将横梁的两个端部分别置放在对应的梁柱连接件的梁支撑接头上， 并将横梁的 两端与对应的梁柱连接件的梁支撑接头连接固定。
79、 如权利要求 78所述的建筑框架结构的安装方法， 其特征在于所述的梁柱连接件还包 括从梁柱连接件本体沿竖直方向向上凸设的上立柱插接头； 安装方法包括：
安装与上立柱插接头插接固定的立柱： 依次将立柱与梁柱连接件的上立柱插接头插接， 调 整立柱使之与水平面垂直且立柱的顶面在同一水平面， 再将立柱与上立柱插接头固定。
80、如权利要求 78所述的建筑框架结构的安装方法， 其特征在于： 还包括管桩连接地框、 底层连接件； 底层连接件包括一体成型的底层连接件本体、从底层连接件本体沿竖直方向 向上凸设的底层上立柱插接头， 从底层连接件本体向下凸设的支撑部； 安装方法包括- 将立柱与地面固定前安装管桩连接地框： 在地上挖孔， 将管桩连接地框固定在孔内； 将立柱与地面固定前安装底层连接件：将底层连接件依次置放在管桩连接地框上使底层连 接件的支撑部直接支撑在管桩连接地框上， 调整底层连接件， 使底层连接件的底层上立柱 插接头与水平面垂直， 支撑立柱水平面在同一水平面， 并将底层连接件与管桩连接地框固 定；
立柱与地面固定为： 依次将立柱与底层连接件的上立柱插接头插接， 立柱直接支撑在底层 连接件的支撑立柱水平面上，调整立柱，使立柱与水平面垂直，立柱的顶面在同一水平面; 灌水泥混凝土： 向管桩连接地框形成的环状空间内灌充水泥混凝土， 使底层连接件与管桩 连接地框浇注成一个整体。
81、 如权利要求 80所述的建筑框架结构的安装方法， 其特征在于底层连接件还包括沿水 平方向凸设的两个以上的水平支撑接头；安装底层连接件时还需使底层连接件支撑横梁的 水平面在同一个水平面； 安装方法包括：
在安装底层连接件后灌水泥混凝土前安装底层横梁：将底层横梁的两个端部分别置放在对 应的底层梁支撑接头上， 并将底层横梁的两端与对应的底层梁支撑接头连接固定； 灌水泥混凝土是将管桩连接地框、 底层连接件和底层横梁浇注成一个整体。 82、 如权利要求 80所述的建筑框架结构的安装方法， 其特 ¾t住丁： Mi-BiSJOi r W:, 3C 装方法包括：
在安装管桩连接地框前， 先打地下管桩： 在设定的位置将地下管桩打入地下深处； 安装管桩连接地框， 管桩连接地框的孔圈住地下管桩；
灌水泥混凝土是将地下管桩、 管桩连接地框、 底层连接件和底层横梁浇注成一个整体。
83、 如权利要求 78至 82任意一项所述的建筑框架结构的安装方法， 其特征在于： 建筑框 架结构还包括顶梁连接件和顶梁； 所述的梁柱连接件还包括与梁柱连接件本体一体成型 的、斜向上凸出梁柱连接件本体的顶层斜上支撑接头； 所述的顶梁连接件包括顶梁连接件 本体、两个斜向下凸设顶梁连接件本体、成倒 V字形的顶梁斜插接头， 一个或两个沿水平 方向凸设顶梁连接件本体的水平支撑接头，顶梁斜插接头凸设本体的方向与水平支撑接头 凸设本体的方向垂直； 安装方法包括：
将顶梁的两个斜接头分别与顶梁的一个端部插接固定， · 安装完梁柱连接件上的横梁后， 将 通过同一顶梁斜插接头插接固定的两个顶梁的另一端直接支撑在对应的顶层斜上支撑接 头上并与顶层斜上支撑接头固定；
将横梁与顶梁连接件固定： 将横梁的两端支撑在水平支撑接头上与水平支撑接头固定。
84、 如权利要 78至 82任意一项所述的建筑框架结构的安装方法， 其特征在于： 框架结构 还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、悬挂部和连接梁插接头 与悬挂部的连接部；
安装方法包括：
先将横梁的两端均插接所述的梁挂接件， 横梁与梁挂接件活动连接， 再将梁挂接件悬挂在 对应的横梁上， 然后调整横梁与梁挂接件的相对位置， 最后将梁挂接件与横梁固定。
85、 如权利要求 78至 82任意一项所述的建筑框架结构， 其特征在于： 还包括檐连接件、 连接梁、边梁； 在梁柱连接件本体背对水平支撑接头的外侧面上或不设有水平支撑接头的 相邻两个侧面的转角位置斜向下或水平方向凸设梁柱连接件本体的连接梁插接头；檐连接 件包括一体成型的檐连接件本体、一个水平或斜向上凸设檐连接件本体的梁插接头， 一个 或两个水平凸设檐连接件本体的边梁支撑接头； 安装方法包括：
先将连接梁插接固定在的对应的梁柱连接件的连接梁插接头上；
将檐连接件的梁插接头插入对应连接梁的端部并与连接梁的端部插接固定；
完成连接梁、檐连接件的固定后，将边梁放置在相邻的两个檐连接件间的边梁支撑接头上， 由边梁支撑接头直接支撑边梁， 再将边梁的端部与对应的边梁支撑接头固定。
86、 如权利要求 78至 82任意一项所述的建筑框架结构， 其特征在于： 还包括檐插接件、 连接梁、边梁； 在梁柱连接件本体背对水平支撑接头的外侧面上或不设有水平支撑接头的 相邻两个侧面的转角位置斜向下或水平方向凸设梁柱连接件本体的连接梁插接头；檐插接 件包括一体成型的檐插接件本体、一个水平或斜向上凸设檐插接件件本体梁插接头， 一个 或两个水平凸设檐插接件本体的的边梁插接头； 安装方法包括：
先将连接梁、边梁与檐插接件插接固定， 再将连接梁的另一个端部与梁柱连接件的连接梁 插接头插接固定。
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