WO2012149910A1 - Eave-connecting part, framework structure for building and installation method thereof - Google Patents

Eave-connecting part, framework structure for building and installation method thereof Download PDF

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Publication number
WO2012149910A1
WO2012149910A1 PCT/CN2012/075100 CN2012075100W WO2012149910A1 WO 2012149910 A1 WO2012149910 A1 WO 2012149910A1 CN 2012075100 W CN2012075100 W CN 2012075100W WO 2012149910 A1 WO2012149910 A1 WO 2012149910A1
Authority
WO
WIPO (PCT)
Prior art keywords
joint
column
connector
connecting piece
side beam
Prior art date
Application number
PCT/CN2012/075100
Other languages
French (fr)
Chinese (zh)
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 WO2012149910A1 publication Critical patent/WO2012149910A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053Buildings characterised by their shape or layout grid
    • E04B2001/0084Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092Small buildings with hexagonal or similar horizontal cross-section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249Structures with a sloping roof

Definitions

  • the invention relates to a truss joint structure, a building frame structure and a mounting method for a building frame structure for a building, in particular to a truss joint structure, a frame structure and a mounting method of a frame steel structure such as a balcony, a pavilion, a pavilion and the like .
  • connection method is poorly applied and the construction is difficult; one is to fix the ends of the two beams together by means of fasteners or splicing and non-plugged connectors, the connection method, the gravity of the beam and The gravity of the plate supported on the beam is finally concentrated on the fastener or the node position of the welding.
  • connection position is weak and the connection is weak; if not used Additional connecting parts, because the end face of one beam is fixed to the side of the other beam, the fastener cannot be realized; one is to use building materials such as cement and wood to destroy the ecology; when the building is demolished, the building materials cannot be Reuse, resulting in wasted resources, resulting in a large amount of construction waste is difficult to handle.
  • the first technical problem to be solved by the present invention is to provide a convenient, time-saving and labor-saving connection of the connecting beam and the side beam without welding or the like, and the stress is not excessively concentrated on the connecting beam and the side.
  • the second technical problem to be solved by the present invention is to provide a convenient, time-saving and labor-saving connection between the connecting beam and the side beam without the need of splicing, and the stress is not excessively concentrated on the connecting beam and The frame structure of the side beam connecting the nodes.
  • a third technical problem to be solved by the present invention is to provide a convenient, time-saving and labor-saving connection of the connecting beam and the side beam without the need of splicing, and the stress is not excessively concentrated on the connecting beam and A method of installing a building frame structure at a joint node location of a side beam.
  • a ⁇ joint member comprising an integrally formed ⁇ joint body, a beam plug joint protruding horizontally or obliquely from the ⁇ joint body, and one or two side girders supporting joints of the ⁇ joint body
  • the side beam horizontal support surface directly supporting the end of the side beam is arranged on the side beam support joint, and the connecting beam resisting surface of the connecting beam is supported by the connecting beam up and down and left and right.
  • the side beam support joints are two, and the two side beam support joints are located on both sides of the beam plug joint; the angles of the two side beam support joints protruding from the main body are 180°.
  • the side beam support joints are two, and the two side beam support joint positions On both sides of the beam connector; the direction of the two side beam support joints protruding the connector body is greater than or equal to 90° less than 180 ⁇ .
  • the beam plug connector horizontally protrudes from the connector body, and the side pillar column plug joint is vertically protruded on the top surface or the bottom surface of the connector body.
  • the beam plug connector includes two symmetric and horizontal side-by-side protrusions extending from the same outwardly extending side of the vertical ⁇ connector body; the surface of the ⁇ connector body extending the protrusion is configured to resist the cooperation thereof
  • the connecting beam end face abutting surface of the connecting beam end face; the opposite faces of the two convex portions form a left abutting surface of the connecting beam which is resisted by the connecting beam left and right, and a right abutting surface of the connecting beam, and the upper and lower faces of the two convex portions are connected to be connected
  • the beam plug connector includes a square tubular protrusion extending perpendicularly outward from a face of the ⁇ connector body; the face of the ⁇ connector body extending the square tubular protrusion is resisted
  • the matching beam end face abutting surface of the connecting beam end face; the left and right outer side faces of the square tubular convex portion are respectively the left abutting surface of the connecting beam and the right abutting surface of the connecting beam which are resisted by the connecting beam, and the upper and lower sides of the square tubular convex portion
  • the two outer sides are respectively the abutting surface of the connecting beam and the lower resisting surface of the connecting beam which are supported by the connecting beam.
  • the side beam support joint comprises a side convex portion of the convex joint body, and the support side beam horizontal plane directly supporting the side beam is provided on the side convex portion; at the top of the side convex portion Two symmetrical limit protrusions are juxtaposed in the upper horizontal direction, and a gap between the two limit protrusions forms a first accommodating groove in which the accommodating end portion is processed into a vertical portion of the T-shaped side beam end portion.
  • the side beam support joint includes a side convex portion of the convex joint body, and the side convex portion is provided with a support side beam horizontal plane directly supporting the side beam connected thereto;
  • the top surface of the side convex portion of the side beam supporting joint is juxtaposed with two limiting convex portions, and the two limiting convex portions and the corresponding side convex portions form a second receiving groove for receiving the end of the side beam; the supporting side beam
  • the horizontal plane is the bottom surface of the second accommodating groove.
  • the building frame structure further comprises more than one side beam, two or more connecting beams, and the same number of connecting members as the connecting beam;
  • the connecting piece comprises an integrally formed connecting piece body, a horizontal or oblique upward convex a beam inserting joint of the connecting body, one or two side beam side beam supporting joints of the connecting body;
  • the beam plug joint of the connecting piece and the corresponding connecting beam end are fixedly fixed, the end of the side beam The support is fixed to the corresponding side beam side beam support joint.
  • the connecting beam is an H-shaped steel or an I-shaped steel;
  • the beam plug joint comprises two symmetric and side-by-side convex portions extending outward from the same side of the vertical ⁇ joint body; two convex portions of the beam plug joint
  • the connecting portion of the connecting beam is inserted into the gap between the two convex portions to be inserted and connected with the connecting beam end portion, and the two convex portions are resisted by the connecting beam from the left and right directions.
  • the connecting beam is a square steel pipe;
  • the beam plug joint comprises a square tubular convex portion extending in a vertical direction from a face of the ⁇ joint body and having a square ring; the square tubular convex of the beam plug joint
  • the square inner cavity inserted into one end of the connecting beam is inserted into the end of the connecting beam, and the square tubular convex portion is resisted by the connecting beam up and down and left and right.
  • the side beam is H-shaped steel or I-shaped steel, and the end of the side beam is processed into a T-shape; two limit positions are juxtaposed horizontally on the top surface of the side convex portion of the side beam supporting joint a convex portion, the two limiting convex portions and the corresponding side convex portions form a first accommodating groove, and each of the side walls of the first accommodating groove is provided with a fastener fixing thread hole; the T-shaped end portion of the side beam The horizontal portion is directly supported on the top surface of the limiting projection, and the vertical portion is received in the first receiving groove, and the fastener is fixed through the fastener to fix the threaded hole and the vertical portion of the T-shaped end of the side beam The abutment causes the side beam to be inserted into the two limiting protrusions.
  • the side beam is an H-shaped steel or an I-shaped steel or a channel steel or a square steel tube; two limit protrusions are juxtaposed on the top surface of the side convex portion of the side beam support joint, two limits The position of the side protrusion is formed in the second accommodating groove and is directly supported at the bottom of the second accommodating groove to be connected with the side protrusion.
  • the ⁇ connecting member comprises a first ⁇ connecting piece and a second ⁇ connecting piece, wherein the connecting beam comprises a first connecting beam and a second connecting beam;
  • the first ⁇ connector includes an integrally formed first ⁇ connector body, a beam spigot protruding horizontally or obliquely from the first ⁇ connector body, protruding from a side of the first ⁇ connector body in a horizontal direction a side beam side beam support joint of the connecting body;
  • the second jaw connector is symmetrical with the vertical plane of the first jaw connector about its central position
  • the beam plug connector of the first ⁇ connector is fixedly fastened on the first connecting beam, and the beam plug connector of the second ⁇ connector is inserted and fixed on the second connecting beam, in the first ⁇ connecting member and the second ⁇ connecting member
  • the side beam is fixedly supported on the opposite side beam side beam support joint.
  • the connecting beam further comprises a third connecting beam
  • the connecting piece further comprises a third connecting piece fixedly inserted and fixed with the third connecting beam
  • the third connecting piece comprises an integrally formed body, two side beam side beam supporting joints protruding from the two sides opposite to the third connecting piece body in a horizontal direction, and the joint is supported from the convex side beam side beam a beam plug joint protruding on one side of the third side connecting body of the two sides adjacent to each other in a horizontal direction or an oblique upward direction;
  • the first connecting beam, the third connecting beam and the second connecting beam are sequentially arrayed in a horizontal direction;
  • the side beam is supported and fixed on the side beam side beam support joint of the first side connecting piece and the third side connecting piece; the side beam side beam supporting joint is opposite to the third side connecting piece and the second connecting piece
  • the side support is fixed to the upper support.
  • the ⁇ connector includes a fourth ⁇ connection a fifth connecting piece, the connecting beam comprises a fourth connecting beam and a fifth connecting beam;
  • the fourth turn connector comprises an integrally formed fourth turn connector body, a beam plug joint projecting horizontally or obliquely upward from the fourth turn connector body, in a horizontal direction from adjacent sides of the fourth turn link body
  • Two side beam side beam support joints of the fourth joint body are protruded, two side beam side beam support joints are located on two sides of the fourth beam plug joint, and two fourth side beam side beam support joints are convexly arranged fourth
  • the direction of the connecting body is greater than or equal to 90° and less than 180°;
  • the fifth turn connector is symmetric with the fourth turn connector about a vertical plane of the center position
  • the beam plug connector of the fourth connecting piece is fixedly fixed on the fourth connecting beam
  • the beam plug connector of the fifth connecting piece is fixedly fixed on the fifth connecting beam
  • the fourth connecting piece and the fifth connecting piece are connected
  • the side beam is fixedly supported on the opposite side beam side beam support joint.
  • the connecting beam further comprises a sixth connecting beam
  • the connecting piece further comprises a sixth connecting piece fixedly connected with the sixth connecting beam
  • the sixth connecting piece comprises an integrally formed sixth connecting piece body, two side beam side beam supporting joints protruding from the two sides opposite to the sixth connecting piece body in the horizontal direction, and the protruding side beam a beam insertion joint protruding from a horizontal direction or an obliquely upward direction on one side of the sixth side connector body adjacent to both sides of the side beam support joint;
  • the fourth connecting beam, the sixth connecting beam and the fifth connecting beam are sequentially arrayed in a horizontal direction;
  • the side beam is supported and fixed on the side beam side beam supporting joint opposite to the fourth side connecting piece and the sixth side connecting piece; the side beam side beam supporting joint is opposite to the sixth side connecting piece and the fifth side connecting piece
  • the side support is fixed to the upper support.
  • the third common improvement of the schemes 9 to 13 further includes a first side column, a second side column, a first side beam column connecting piece, and a second side beam column connecting piece;
  • the ⁇ connecting piece comprises a seventh ⁇ connection And a ninth connecting piece, the connecting beam comprises a seventh connecting beam and a ninth connecting beam;
  • the seventh connecting piece comprises an integrally formed seventh connecting piece body, a beam inserting joint and a side beam side beam supporting joint protruding from the two sides adjacent to the seventh connecting piece body in a horizontal direction, from the seventh side a side pillar insertion joint protruding from a top surface of the connector body in a vertical direction;
  • the first side beam and column connection comprises an integrally formed first side beam and column joint body, a side beam side beam supporting joint or a side beam protruding from the two sides adjacent to the first side beam column connecting body body in a horizontal direction a plug connector, a side post connector protruding from a bottom surface of the first side beam connecting member body in a vertical direction; a ninth connecting member and a seventh connecting member being symmetric with respect to a vertical plane of the center position thereof;
  • the side beam column connection member is symmetrical with the first side beam column connection member with respect to a vertical plane of the center position thereof;
  • the seventh connecting beam and the ninth connecting beam are arranged in a horizontal direction; the beam connecting joint of the seventh connecting piece and the ninth connecting piece are respectively fixedly fixed with the seventh connecting beam and the ninth connecting beam; and the seventh connecting piece is connected a side beam supported on the side beam side beam supporting joint opposite to the ninth connecting piece; the first side column, The second side column is respectively inserted and fixed on the side column plug connector of the seventh side connecting piece and the ninth piece connecting piece; and is fixed on the side beam plug joint of the first side beam column connecting piece or the side beam side beam supporting joint Having the side girders arrayed from the bottom to the top in the vertical direction with the seventh connecting beam; fixed to the ninth connecting beam along the side beam plug joint of the second side beam connecting piece or the side beam side beam supporting joint
  • the side girders of the vertical downward array; the side sills are fixed to the side sill beam support joints or side sill joints of the first side sill link and the second side sill link
  • the first side beam column connector and the second side beam column connector are respectively
  • the connecting beam further includes an eleventh connecting beam
  • the connecting piece further comprises a tenth fixedly inserted with the eleventh connecting beam.
  • the eleventh connecting piece comprises an integrally formed eleventh connecting piece body, two side beam side beam supporting joints protruding from the two sides opposite to the eleventh connecting piece body in a horizontal direction, and a convex and convex joint a beam plug joint protruding horizontally on one side of the eleventh connecting piece body adjacent to both sides of the side beam side beam supporting joint, from the top surface of the eleventh connecting piece body a side column plug joint protruding straight upward;
  • the third side beam and column connecting member comprises an integrally formed third side beam and column connecting body, two side beam side beam supporting joints protruding from the two sides of the third side beam connecting piece body and horizontally protruding or a side beam plug joint, a side pillar plug joint protruding downward from a bottom surface of the third side beam joint body;
  • the seventh connecting beam, the eleventh connecting beam and the ninth connecting beam are sequentially arrayed in a horizontal direction;
  • the side beam is supported and fixed on the side beam side beam supporting joint opposite to the seventh side connecting piece and the eleventh connecting piece; the side beam side beam opposite to the eleventh connecting piece and the ninth connecting piece Supporting the joint support to fix the side beam; the side beam is fixed on the side beam side beam support joint or the side beam plug joint of the first side beam column connecting piece and the third side beam column connecting piece; The side beam is fixed on the side beam side beam supporting joint or the side beam plug joint of the third side beam column connecting piece and the second side beam column connecting piece; the third side column is fixedly fixed in the eleventh side The side post of the connector is plugged into the connector.
  • a method for installing a frame structure of a building comprises a connecting piece, a connecting beam and a side beam;
  • the connecting piece comprises an integrally formed connecting piece body, and a beam insert protruding horizontally or obliquely from the connecting piece body a joint, one or two side beam side beam support joints horizontally protruding from the joint body;
  • the installation method comprises: first fixing the connecting beam to a set position of the main body frame structure;
  • the connecting beam is fixed at the required position, that is, the main frame structure, the connecting beam can be directly welded to the main frame structure, or can be fixed on the connecting member of the main frame structure; then the beam plug connector of the connecting piece is inserted
  • the end of the connecting beam because the connecting piece is connected with the connecting beam, the beam plug connector of the connecting piece is limited by the connecting beam in five directions.
  • the connecting piece can be moved by only one direction. Connect the beam direction to the desired position, and then fix the ⁇ connector and the connecting beam, so that the installation and position adjustment between the ⁇ connector and the connecting beam is convenient, time-saving and labor-saving.
  • the side beam is placed between the two adjacent connecting pieces, and the side beam is directly supported by the connecting piece, and the end of the side beam is fixed with the corresponding connecting piece.
  • the side beam and the connecting piece are fixed together, the side beam does not need additional support, so the fixing of the side beam and the connecting piece is convenient, time-saving and labor-saving.
  • the connecting side beam and the connecting beam of the ⁇ joint the force is not concentrated at the joint node of the side beam and the connecting beam, and the force is good.
  • connection end When the beam is to use the standard profile, the connection end must be For additional design and processing, when the beam does not use standard profiles, it needs to be specially manufactured. In both ways, it is impossible to achieve large-scale standardized production. It is also prone to connection errors caused by beam or column size processing errors, making it difficult to make the connection position that is inherently fragile. It is good to withstand the weight load of the building and the transmission of the load.
  • the ⁇ joints of this technology can be pre-produced in large quantities and standardized, and can be turned into standard building materials for market circulation. It does not require ready-made processing and can reduce production costs.
  • Factory-made ⁇ Connecting parts assembled on site, arbitrarily assembled beams and beams of various sizes and sizes on site, and can be reused after being removed to reduce construction waste. It realizes the standardization, generalization and simple construction of the splicing joints, reduces the labor intensity of the construction workers, and solves the problems of the existing engineering construction, such as large pollution to the surrounding environment, high noise, long cycle, and low engineering quality.
  • the beam plug connector adopts two convex portions, and is convenient to be inserted into the end of the connecting beam of the H-shaped steel or the I-shaped steel, and it is also convenient to fix the connecting beam and the connecting member which are plugged together.
  • the beam plug connector adopts a square tubular convex portion, and is convenient to be inserted into the end portion of the connecting beam of the square steel pipe, and it is also convenient to fix the connecting beam and the connecting member which are plugged together.
  • the vertical portion of the connecting beam of the H-shaped steel or the I-shaped steel whose end portion is processed into a T-shape is accommodated in the first accommodating groove, so that the connection between the side girders and the ⁇ connecting member is more convenient, and the side sills to be joined together It is also more convenient to fix the ⁇ connector.
  • the end of the side beam is accommodated in the second receiving groove, which makes the connection of the side beam and the connecting piece more convenient, and it is more convenient to fix the side beam and the connecting piece connected together.
  • ⁇ Connector includes side column plug connector, beam plug connector protruding from the connector body direction and side beam side beam
  • the angle of the horizontal support surface of the support joint is equal to 0°.
  • the ⁇ joint of the structure is convenient for constructing a balcony with a guardrail, and has a simple structure and convenient installation.
  • 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 fourth embodiment of the present invention.
  • Fig. 4 is a perspective view showing a fifth embodiment of the present invention.
  • Fig. 5 is a perspective view showing a sixth embodiment of the present invention.
  • Fig. 6 is a perspective view showing a seventh embodiment of the present invention. '
  • Fig. 7 is a perspective view showing the eighth embodiment of the present invention.
  • Figure 8 is a perspective view showing a ninth 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 showing the first type of beam-and-column joint of the eleventh embodiment of the present invention.
  • Figure 13 is a perspective view showing a second type of beam-column joint of the eleventh embodiment of the present invention.
  • Figure 14 is a perspective view showing a third type of beam-column joint of the eleventh embodiment of the present invention.
  • Figure 15 is a perspective view showing a fourth type of beam-column joint of the eleventh embodiment of the present invention.
  • Figure 16 is a perspective view showing the beam-column plane connector of the eleventh embodiment of the present invention.
  • Figure 17 is a perspective view of Embodiment 12 of the present invention.
  • Figure 18 is a perspective view showing the first type of beam-column joint of the embodiment 12 of the present invention.
  • Figure 19 is a perspective view showing a second type of beam-column joint of Embodiment 12 of the present invention.
  • Figure 20 is a perspective view showing a third type of beam-column joint of Embodiment 12 of the present invention.
  • Figure 21 is a perspective view showing a fourth type of beam-column joint of Embodiment 12 of the present invention.
  • Figure 22 is a perspective view showing a thirteenth embodiment of the present invention.
  • Figure 23 is a perspective view showing a fourteenth embodiment of the present invention.
  • Figure 24 is a perspective view showing a beam-and-column joint of Embodiment 14 of the present invention.
  • Figure 25 is a perspective view showing a fifteenth embodiment of the present invention.
  • a truss joint of a building frame structure comprises an integrally formed ⁇ joint body 1 , a beam plug joint 2 inserted into a joint beam end portion thereof and protruding obliquely upwardly from the ⁇ joint body 1 , two ends supporting side beams parallel to the horizontal plane, mutually perpendicular side rail support joints 17, The side rail supports the joint 18.
  • the side beam support joint 17 and the side beam support joint 18 each include a side convex portion 3 extending perpendicularly from the side surface of the ⁇ joint body 1, and the top surface 4 of the side convex portion 3 is a support side beam horizontal plane directly supporting the side sill;
  • the top surface 4 of the side convex portion 3 extends vertically upward and is outwardly bent to be provided with two symmetrical, horizontally juxtaposed limiting protrusions 5, a limiting convex portion 6, a limiting convex portion 5, and a limiting convex portion 6.
  • the gap therebetween forms a first accommodating groove 7 in which the accommodating end portion is processed into a vertical portion of the T-shaped side beam end portion, and a concave portion formed in the limiting convex portion 5 and the limiting convex portion 6 and the side convex portion 3, respectively.
  • a trough 9 is provided flat on the bottom of the trough, and ribs 10 are connected between the truncated cones 9, and through holes 11 are provided in each of the truncated cones 9.
  • the beam plug joint 2 comprises two symmetrical, open-faced, horizontally side-by-side U-shaped blocks 12, U-shaped blocks 13 extending perpendicularly from the top surface of the shackle connector body 1 obliquely upward, at the U-shaped block 12
  • a circular table 14 is disposed on the bottom plane of the U-shaped groove of the U-shaped block 13, and a reinforcing rib 15 is connected between the circular table 14, and a through hole 16 is formed in each of the circular tables.
  • Connector body 1 extends U-shaped block 12, the surface 18 of the U-shaped block 13 is a connecting beam end face resisting surface that resists the end face of the connecting beam with which it is fitted.
  • the surface 19 of the U-shaped block 12 opposite to the U-shaped block 13 is the connecting beam rear abutting surface that is resisted by the connecting beam.
  • the surface of the U-shaped block 13 opposite to the U-shaped block 12 and the vertically opposite side are the connections resisted by the connecting beam. The beam resists the surface.
  • the two side sill support joints 30, 31 are located on the same line.
  • the side sill support joints 35 are one.
  • a truss joint of a building frame structure includes an integrally formed ⁇ joint body 41, a beam insert inserted into a square tube shape of the joint beam end and the ⁇ joint body 41
  • the joint 42 two side beam ends supporting the horizontal plane, the side beam support joints 43 with the U-shaped grooves 45 perpendicular to each other, and the side beam support joints 44.
  • the side beam support joints 43 and the side beam support joints 44 are located on both sides of the beam insert joint 42.
  • the four sides of the square tubular projection are the connecting beam abutting faces that are resisted by the connecting beams.
  • the bottom surface of the groove is the horizontal plane of the supporting side beam.
  • a circular boss 46 is provided on the outer side surface of the U-shaped groove 45, and a reinforcing rib 47 is connected between the circular bosses 46, and a through hole 48 is formed in the circular boss.
  • the side sill support joint 60 and the side sill support joint 61 are located on the same straight line.
  • a truss joint of a building frame structure includes an integrally formed ⁇ joint body 71, a square tubular beam inserted into the joint with the end of the connecting beam and protruding from the ⁇ joint body 71.
  • a joint 72 a side sill support joint 74 that supports a U-shaped groove 73 at the end of the side sill parallel to the horizontal plane.
  • the bottom surface of the U-shaped groove 73 is the horizontal surface of the supporting side beam.
  • the four side faces of the square tubular projection of the beam insert 72 are the connecting beam abutting faces that are supported by the connecting beam up and down and left and right.
  • a threaded through hole 75 is provided in the outwardly facing side wall of the U-shaped groove 73.
  • Each of the faces of the square tubular convex portion is provided with a resilient tab 76.
  • One end of the elastic tongue 76 away from the mortise connecting body 71 is connected to the square tubular convex portion, and the elastic tongue 76 faces the ⁇ connecting member body 71.
  • One end is a free end.
  • the beam plug connector 72 and the side beam support joint 74 are L-shaped.
  • the side beam support joints are two in a single shape, that is, the side beam support joint 80, the side beam support joint 81, the side beam support joint 80, the beam plug joint 82,
  • the side rail support joint 81 is T-shaped.
  • the cymbal connector also has a square tubular post connector 92 projecting vertically upward from the yoke connector body 91.
  • Elastic tabs 93 are disposed on the four sides of the square tubular post connector 92.
  • One end of the elastic tab 93 away from the mortise connector body 91 is connected to the vertical square tubular protrusion, and the elastic tab 93 is oriented.
  • One end of the ⁇ connector body 91 is a free end.
  • the side beam support joints are two, that is, the side beam support joint 95, the side beam support joint 96, the side beam support joint 95, and the side beam support joint 96 are collinear.
  • the post connector 100 is vertically protruded from the cymbal connector body 99.
  • angles of the two side sill support joints 105 and the side sill support joints 106 are 135°.
  • the building frame structure includes a column 1030, a column 1032, a column 1033, and a column 1035 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 1030 and the column 1032.
  • the column 1031 at the center position is 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 connector 1036, the beam-column connector 1037, the beam-column connector 1038, the beam-column connector 1039, beam and column Connector 1040, beam and column connector 1041.
  • the beam-and-column joint 1036 includes a beam-and-column joint body 1000, and mutually perpendicular horizontal support joints 1001 and horizontal support joints 1002 horizontally projecting from two adjacent sides of the beam-column joint body 1000.
  • the bottom pillar connector 1003 protrudes vertically downward from the bottom surface of the beam-column joint body 1000, and the top layer obliquely supports the joint 1004 protruding obliquely upward from the beam-column joint body 1000, and the pillar-column joint body 1000 faces away from the top slope
  • the upper support joint 1004 is a connecting beam plug joint 1005 that is laterally inclined downward.
  • the top diagonal upper support joint 1004 is located directly above the horizontal support joint 1001.
  • the beam-column connector 1037 is different from the beam-column connector 1036 in that the horizontal support joints are three in a T-shape, that is, the horizontal support joint 1006, the horizontal support joint 1007, the horizontal support joint 1008, and the top oblique
  • the upper support joint 1009 is located directly above the horizontal support joint 1007 that is perpendicular to both the horizontal support joint 1006 and the horizontal support joint 1008.
  • the beam-column joint 1038 is symmetrical with the beam-column joint 1036 with respect to the horizontal plane of its center position.
  • the beam-column connector 1041, the beam-column connector 1040, the beam-column connector 1039- is symmetrical with the beam-column connector 1036, the beam-column connector 1037, and the beam-column connector 1038 with respect to the horizontal plane of its center position.
  • the building frame structure further comprises a beam 1042 supported by the beam-column joint 1036 and the two horizontal support joints opposite to the beam-column joint 1037, which is parallel to the horizontal plane, and supported by the beam-column joint 1037 and the beam-column joint 1038.
  • the 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, A beam 1045 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1041.
  • the building frame structure also includes the same beam-column plane connector 1047, beam-column plane connector
  • the beam-column plane connector 1047 includes a beam-column plane connector body 1090, two horizontally-oriented beam-column plane connector body beam plug joints 1091, beam plug joints 1093, one along the vertical
  • the column plug connector 1092 of the beam and column plane connector body is protruded in the straight direction.
  • Liangzhu Ping connector surface 1047 of the two beams cross a fixed plug connector plug 1046, beam 1049, and the column member connector Liangzhu Ping surface 1047 of the plug connector plug fixed column 1048.
  • the other ends of the beam 1046 and the beam 1047 are respectively supported on the beam-support member 1036 and the horizontal support joint of the beam-column joint 1041.
  • the beam 1050 and the beam 1053 which are inserted into the two beam plug joints of the beam-column plane connector 1051 are inserted into the fixed column of the column plug connector of the beam-column plane connector 1051.
  • the building frame structure also includes beam-column joints 1058, beam-column joints 1059, and beam-column joints 1060 of identical construction.
  • the beam-and-column joint 1058 includes an integrally formed beam-and-column joint body 1010, a lower pillar plug joint 1011, a horizontal support joint 1012, and two top-rise oblique inserts with respect to the center-symmetric joint of the top beam-column joint.
  • the joint 1013 and the top layer are diagonally inserted into the joint 1014.
  • the beam-column joint 1060 has the same structure as the beam-column joint 1058.
  • the beam-column joint 1059 is different from the beam-column joint 1058 in that the horizontal support joints are two, that is, the horizontal support joint 1016, the horizontal support joint 1017, the horizontal support joint 1016, and the horizontal support joint 1017 are in a shape. , symmetrically distributed on both sides of the top obliquely inserted connector.
  • the top beam 1061 and the top beam 1062 are respectively inserted into the top and bottom oblique joints of the beam-column connector 1058, and the other ends of the top beam 1061 and the top beam 1062 are respectively supported and fixed on the beam-to-column joint 1036 and the beam.
  • the opposite two top layers of the post 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 floor diagonal 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-column joint 1037 and the beam-column joint 1040.
  • top beam 1065 and a top beam 1066 that are respectively inserted into the two top slanted lower 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 layer oblique upper support joints of the beam-column joint 1038 and the beam-column joint 39.
  • the building frame structure further includes a connection and a plug joint of the beam-column connector 1036, the beam-column connector 1037, the beam-column connector 1038, the beam-column connector 1039, the beam-column connector 1040, and the beam-column connector 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, and the first The ⁇ connector 1076, the third ⁇ connector 1077, and the second ⁇ connector 1078.
  • the second turn connector 1075 is the same as the third embodiment.
  • the first turn connector 1073 is symmetrical with the second turn connector 1075 about the vertical plane of its center position.
  • the third turn connector 1074 is the same as the second embodiment.
  • 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 gird support joint fixed to the first ⁇ joint member 1073 and the third ⁇ joint member 1074, and the support is fixed to the side of the third ⁇ joint member 1074 and the second ⁇ joint member 1075.
  • the side beam 1080 on the beam support joint supports the side beam 1081 fixed on the side beam support joint of the first ⁇ joint member 1076 and the third ⁇ joint member 1077, and the support is fixed to the third ⁇ joint A member 1077, a side beam 1082 of the second port connector 1078.
  • the installation process of connecting beams, ⁇ connectors, side sills includes:
  • 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, and the second connecting beam 1072 are inserted and fixed to the corresponding beam-column joints 1036, a beam-column connector 1037, a beam-column connector 1038, a beam-column connector 1039, a beam-column connector 1040, a connecting beam connector of the beam-column connector 1041;
  • the side beam 1079 is placed on the side beam supporting joint 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 The end of the side beam 1079 is fixed to the side sill support joint of the first ⁇ connecting member 1073 and the third ⁇ connecting member 1074; the side sill 1080 is placed on the side sill support of the third ⁇ connecting member 1074 and the second ⁇ connecting member 1075 On the joint, the side beam 1080 is directly supported by the side beam support joint, and the end of the side beam 1080 is fixed to the side sill support joint of the third ⁇ joint 1074 and the second ⁇ joint 1075; the side sill 1081 is placed A side member 1081 of the connecting member 1076 and the third connecting member 1077 is directly supported by the side beam supporting joint, and the end of the side beam 1081 is connected with the first connecting member 1076 and the third side.
  • the side beam support joint of the piece 1077 is fixed; the side beam 1082 is placed on the side beam support joint of the third ⁇ joint 1077 and the second ⁇ joint 1078, and the side beam 1082 is directly supported by the side beam support joint, and the side beam is further supported End of 1082 Eaves member 1077 connected to the third, the second connecting member 1078 eaves beam support edge joint fixing.
  • the building frame structure includes a column 1121, a column 1123, a column 1124, and a column 1120 which are arranged counterclockwise along the four diagonal positions of the rectangle and are perpendicular to the horizontal plane, and are distributed in the column 1121 and the column 1123.
  • the column 1122 at the center position is located at a column 1125 at the center of the line connecting the column 1124 and the column 1120.
  • the lower column plug connector is respectively inserted and fixed on the column 1120, the column 1121, the column 1122, the column 1123, the column 1124, the column 1125, the beam and column connector 1126, the beam and column connector 1127, the beam and column connector 1128, the beam and column connector 1129, beam and column connector 1130, beam and column connector 1131.
  • the beam-and-column joint 1128 includes a beam-and-column joint body 1175, and mutually perpendicular horizontal support joints 1176 and horizontal support joints 1177 horizontally projecting from two adjacent sides of the beam-and-column joint body 1175.
  • the bottom pillar of the beam-column joint body 1175 is vertically downwardly protruded downwardly
  • the joint 1178, the upper column plug joint 1179 protruding vertically upward from the top surface of the beam and column joint body 1175, is inclined downward from the corner position of the adjacent two sides of the beam and column joint body 1175 without the support joint Connect the beam plug connector 1180.
  • the beam-and-column joint 1126 includes a beam-and-column joint body 1181, and mutually perpendicular horizontal support joints 1182, horizontal support joints 1183, horizontally projecting from three adjacent sides of the beam-and-colum joint body 1175.
  • the column connector body 1180 is not provided with a connecting beam plug joint 1187 in which one side of the support joint is obliquely downwardly convex.
  • the beam-column joint 1127 is symmetrical with the beam-column joint 1126 about the horizontal plane of its center position.
  • Beam-column joints 1127, beam-column joints 1128, beam-column joints 1129—one with beam-column joints 1126, beam-column joints 1131, beam-column joints 1130 are symmetric about the horizontal plane of their central 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 by the beam-column joint 1127 and the beam-column joint 1128.
  • the horizontal beam 1145 parallel to the horizontal plane of the horizontal support joint supports the beam 1146 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1128 and the beam-column joint 1129, and the support is fixed to the beam-column joint 1129
  • the beam 1147 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1130 supports the beam 1148 which is fixed on the horizontal joints of the beam-column joint 1130 and the beam-column joint 1131 and is parallel to the horizontal plane.
  • a beam 1149 parallel to the horizontal plane is attached to the two horizontal support joints of the beam-column joint 1131 and the beam-column joint 1126.
  • the building frame structure further comprises a connecting beam plug joint fixedly connected with the beam-column joint 1127, the beam-column joint 1128, the beam-column joint 1129, the beam-column joint 1130, the beam-column joint 1131, the beam-column joint 1126, respectively.
  • the fifth connecting beam 1159, the fourth connecting beam 1160, the sixth connecting beam 1161, the fifth connecting beam 1156 are inserted into the fixed fourth connecting piece 1163, the sixth connecting piece 1164, the fifth connecting piece 1165, and the fourth The ⁇ connector 1166, the sixth ⁇ connector 1167, and the fifth ⁇ connector 1162.
  • the structure of the fifth turn connector 1165 is the same as that of the first embodiment.
  • the fourth turn connector 1163 is symmetric with the fifth turn connector 1165 about the vertical plane of its center position.
  • the structure of the sixth turn connector 1164 is the same as that of the second embodiment.
  • the fifth ⁇ connector 1162, the sixth ⁇ connector 1167, and the fourth ⁇ connector 1166 are respectively associated with the vertical faces of the fourth ⁇ connector 1163, the sixth ⁇ connector 1164, and the fifth ⁇ connector 1165 with respect to their center positions symmetry.
  • the building frame structure further includes a support fixed to the fourth ⁇ connector 1163 and the sixth ⁇ connector 1164
  • the side beam 1169 on the side beam support joint supports the side beam 1170 fixed on the side beam support joint of the sixth ⁇ joint 1164 and the fifth ⁇ joint 1165, and the support is fixed to the fifth ⁇ joint 1165
  • the side beam 1171 on the side beam supporting joint of the connecting piece 1166 supports the side beam 1172 fixed on the side beam supporting joint of the fourth connecting piece 1166 and the sixth connecting piece 1167, and is supported and fixed on the sixth connecting piece. 1167.
  • the side beam 1173 of the fifth port connector 1162 is fixed to the fourth ⁇ connector 1163 and the sixth ⁇ connector 1164
  • the side beam 1169 on the side beam support joint supports the side beam 1170 fixed on the side beam support joint of the sixth ⁇ joint 1164 and the fifth ⁇ joint 1165, and the support is fixed to the fifth ⁇ joint 1165
  • 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, and the lower column plug connector are fixedly connected to the column and column of the column 1132, the column 1133, the column 1134, the column 1135, the column 1136, and the column 1137.
  • the beam and column connector 1138 includes a beam and column connector body 1188, and mutually perpendicular horizontal support joints 1189 and horizontal support joints 1190 horizontally projecting from two adjacent sides of the beam and column connector body 1188.
  • a lower post connector 1191 protruding vertically downward from a bottom surface of the beam and column connector body 1188, and a connecting beam obliquely downward from a corner position of the adjacent two sides of the beam and column connector body 1188 without a support joint Plug connector 1192.
  • the beam-and-column joint 1143 includes a beam-and-column joint body 1193, and mutually perpendicular horizontal support joints 1194, horizontal support joints 1195, horizontally protruding from three sides adjacent to the beam-and-column joint body 1193 a support joint 1196, a lower post connector 1197 protruding vertically downward from a bottom surface of the beam and column connector body 1193, and a connecting beam inserted obliquely downward from a side of the beam and column connector body 1193 without a support joint Connector 1198.
  • the beam-column joint 1141 is symmetrical with the beam-column joint 1139 about the horizontal plane of its center position.
  • Beam-column joints 1138, beam-column joints 1143, beam-column joints 1142—one with beam-column joints 1139, beam-column joints 1140, beam-column joints 1141 are symmetrical about the horizontal plane of their center position.
  • the building frame structure further includes a beam 1150 supported on the horizontal joints of the beam-column joints 1138 and the beam-column joints 1139 and parallel to the horizontal plane.
  • the support is fixed on the beam-column joints 1139 and the beam-column joints 1140.
  • a beam 1151 parallel to the horizontal plane on the two horizontal support joints is supported by the beam 1152 which is fixed on the horizontal joints of the beam-column joints 1140 and the beam-column joints 1141 and is parallel to the horizontal plane.
  • the support is fixed to the beam-column joints 1141.
  • the beam 1155 which is fixed to the horizontal joints of the beam-and-column joint 1143 and the beam-and-column joint 1138 is parallel to the horizontal plane.
  • the beam is fixed by the fixed ⁇ connector, the structure of the side sill supported on the ⁇ joint and the beam and column connection 1126, the beam and column connection 1127, the beam and column connection 1128, the beam and column connection 1129, the beam and column connection 1130.
  • the connecting beam plug connector of the beam-column connector 1131 is inserted into the fixed connecting beam, and the connecting member fixedly connected with the connecting beam, and the side beam supported on the connecting member has the same structure.
  • Beams, columns, connecting beams, and side beams are all H-shaped steel.
  • the structure of the fourth yoke connector 1201 to which the beam spigot and the fourth connecting beam 1157 are inserted and fixed is the same as that of the fourth embodiment.
  • the structure of the fourth yoke connector 1202 to which the beam spigot and the sixth connecting beam 1158 are inserted and fixed is the same as that of the fourth embodiment.
  • the structure of the fourth yoke connector 1203 to which the beam spigot and the fifth connecting beam 1159 are inserted is symmetrical with respect to the vertical plane of the fourth connecting beam 1157 with respect to its center position.
  • the fifth plug connector 1200, the beam plug connector and the sixth connecting beam 1161 are inserted into the fixed sixth plug connector 1205, the beam plug connector and the fourth connecting beam 1160 are inserted into the beam connector and the fifth connecting beam 1156.
  • the fixed fourth turn connector 1204 is symmetrical with respect to the vertical plane of the center position of the fourth turn connector 1201, the sixth turn connector 1202, and the fifth turn connector 1203, respectively.
  • the connecting beam and the side beam supported on the side beam supporting joint of the ⁇ connecting piece are square tubular steel.
  • the structure of the connecting beam, the ⁇ connecting piece and the side sill of the upper and lower layers is the same.
  • the building frame structure includes a column 1250, a column 1251, a column 1252, a column 1253, a column 1254, a column 1255, and 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, the column 1254, the column 1255, the column 1256, the column 1257, the same beam-column joint 1258, the beam-column joint 1259, the beam-column connection A member 1260, a beam and column connector 1261, a beam and column connector 1262, a beam and column connector 1263, a beam and column connector 1264, and a beam and column connector 1265.
  • the beam and column connector 1258 includes a beam and column connector body 1322, a horizontal support joint 1323 horizontally protruding from two sides adjacent to the beam and column connector body 1322, and a horizontal support joint 1324, connected from the beam and column.
  • the lower column plug connector 1325 protrudes vertically downward from the bottom surface of the body 1322
  • the upper column plug connector 1326 protrudes vertically upward from the top surface of the beam column connector body 1322.
  • the beam column connector body 1322 is not provided.
  • the connecting beam insertion joint 1327 is disposed obliquely downwardly at a corner position of the adjacent two sides of the support joint.
  • the horizontal support joint 1323 and the horizontal support joint 1324 have an angle of 135°.
  • the building frame structure also includes a support fixed to the beam-column joint 1258, the beam-column joint 1259 phase
  • the beam 1306 on the two horizontal support joints supports the beam 1307 fixed on the two horizontal support joints of the beam-column joint 1259 and the beam-column joint 1260, and the support is fixed to the beam-column joint 1260, the beam-column connection
  • the beam 1308 on the two horizontal support joints of the piece 1261 supports the beam 1309 fixed on the two horizontal support joints of the beam-column joint 1261 and the beam-column joint 1262, and the support is fixed to the beam-column joint 1262 and the beam.
  • the beam 1310 on the two horizontal support joints of the column connecting member 1263 supports the beam 1311 fixed on the beam-column joint 1263 and the two horizontal support joints opposite to the beam-column joint 1264.
  • the support is fixed to the beam-column joint 1264.
  • the beam 1312 on the two horizontal support joints of the beam-column joint 1265 is supported and fixed to the beam-column joint
  • beam-column joints 1258 opposite the two horizontal support joints of the beam 1313.
  • 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 connector 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 Four connecting beams 1272, fifth connecting beams 1273, and fourth connecting beams respectively
  • the fifth connecting beam 1267, the fourth connecting beam 1268, the fifth connecting beam 1269, the fourth connecting beam 1270, the fifth connecting beam 1271, the fourth connecting beam 1272, and the fifth connecting beam 1273 are inserted and fixed to the fourth port.
  • the structure of the fourth turn connector 1277 is the same as that of the embodiment 10.
  • the building frame structure further includes a side sill 1282 supporting the side sill support joints fixed to the fourth ⁇ connecting member 1274 and the fifth ⁇ connecting member 1275, and supporting and fixing the side of the fifth ⁇ connecting member 1275 and the fourth ⁇ connecting member 1276
  • the side beam 1283 on the 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 1277, and is supported and fixed on the fifth connecting piece 1277 and the fourth connecting piece.
  • the side beam 1285 on the side beam supporting joint of the 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, and is supported and fixed on the fifth connecting piece 1279
  • the side beam 1287 on the side beam supporting joint of 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 the support is fixed at the fifth side
  • the side members of the connecting member 1288 and the fourth side connecting member 1274 support the side members 1289 on the joint.
  • 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, and the column on the upper column plug joint of the beam-column joint 1265 Column 1297, the lower column plug connector is fixedly connected to the column 1290, the column 1291, the column 1292, the column 1293, the column 1294, the column 1295, the column 1296, the column 1297, the beam and column connection 1298, the beam and column connection 1299, the beam column
  • the structure of the beam-column joint 1298 differs from the beam-and-column joint 1258 in that no upper column plug joint is provided on the beam-column joint 1298.
  • the beam connector is inserted into the fixed connecting beam, and the connecting member fixedly connected with the connecting beam, and the structure of the side beam supported on the side beam supporting joint fixed on the connecting piece is connected with the beam connecting member 1258 and the beam column 1259, beam-column joint 1260, beam-column joint 1261, beam-column joint 1262, beam-column joint 1263, beam-column joint 1264, beam-column joint 1265 connection beam plug joint fixed connection beam,
  • the side joints fixed to the connecting beam are fixed, and the side beams supported on the side beam supporting joints fixed on the connecting piece are identical in structure.
  • the building frame structure further includes a second connecting beam 1491, a third connecting beam 1492, a first connecting beam 1493, and a second connecting beam 1491, a third connecting beam 1492, respectively fixed to the main body frame structure.
  • a connecting beam 1493 is inserted into the fixed second connecting piece 1494, the third connecting piece 1495, and the first connecting piece 1496.
  • the structure of the first cymbal connector 1496 is the same as that of the embodiment 6.
  • the structure of the third connecting beam 1492 is the same as that of the seventh embodiment.
  • the second connecting beam 1491 is symmetrical with respect to the vertical plane of the first connecting beam 1493 with respect to its center position. Supporting the side sill 1497 fixed on the side gird support joint of the second ⁇ joint 1494 and the third ⁇ joint 1495, and supporting the side sill support joints of the third ⁇ joint 1495 and the first ⁇ joint 1496 Side beam 1498.
  • the building frame structure further includes a square tubular ninth connecting beam 1471, an eleventh connecting beam 1472, and a seventh connecting beam 1473 which are respectively fixed to the main body frame structure.
  • the beam connector is respectively inserted into the ninth connecting member 1474, the eleventh connecting member 1475, and the seventh connecting member 1476 of 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 opposite to 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 side is fixed with a side beam that is vertically aligned with the ninth connecting beam 1471 in the vertical direction 1486.
  • the first side beam connecting piece 1484, the third side beam column connecting piece 148, and the second side beam column connecting piece 1482 are respectively inserted and fixed to the first side column 1481, the third side column 1480, and the second side.
  • a side beam 1489 is supported on the side rail support joint of the first side beam connecting piece 1484 and the third side beam connecting piece 1483; the third side beam connecting piece 1483 and the second side beam connecting piece 1482
  • Side rails 1488 are secured to the opposing side rail support joints.
  • the side beam 1486 and the side beam 1490 are welded and fixed to the main body frame.
  • Installation and installation methods for connecting beams, ⁇ connectors, side sills include:
  • the second connecting beam 1491, the third connecting beam 1492, and the first connecting beam 1493 are respectively fixed to the main body frame;
  • the second splicing connector 1494, the third splicing connector 1495, the first splicing connector 1496, and the second connecting beam 1491, the third connecting beam 1492, and the first connecting beam 1493 are inserted and fixed;
  • the side beam 1497 is supported and fixed to the side sill support joint opposite to the second ⁇ joint 1494 and the third ⁇ joint 1495, and the side sill support joint of the side sill 1498 with the third ⁇ joint 1495 and the first ⁇ joint 1496
  • the support is fixed.
  • the installation and installation method of the connecting beam, the splicing joint, the side sill, the side sill, and the side sill joint include:
  • the first step is to fix the ninth connecting beam 1471, the eleventh connecting beam 1472, the seventh connecting beam 1473 and the main body frame ;
  • the beam plug connectors of the ninth connecting piece 1474, the eleventh connecting piece 1475, and the seventh connecting piece 1476 are respectively inserted into the ninth connecting beam 1471, the eleventh connecting beam 1472, and the seventh connecting beam 1473.
  • the side beam 1478 is supported and fixed on the side beam supporting joint of 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 second side column 1479, the third side column 1480, the first side column 1481 and the ninth port connecting member 1474, the eleventh connecting piece 1475, and the seventh side connecting piece 1476 are inserted into the side column plug connector.
  • the first side beam connecting member 1484, the third side beam connecting piece 1448, and the second side beam connecting piece 1482 are respectively connected with the first side column 1481, the third side column 1480, and the first side column 1481, respectively.
  • the two-sided column 1479 is fixed and fixed;
  • one end of the side beam 1490 is fixedly connected with the beam plug joint of the first side beam connecting member 1484, and the other end of the side beam is welded and fixed to the main body frame; the side beam 1489 and the first side beam connecting piece are connected 1484 is supported and fixed on the side beam supporting joint of the third side beam connecting piece 1483; the side beam supporting joint is supported on the side beam supporting joint of the side beam 1488 and the third side beam connecting piece 1483 and the second side beam connecting piece 1482 Fixed; inserting one end of the side beam I486 with the beam plug connector of the second side beam connecting member 1482 The fixing is fixed and the other end of the side beam I486 is welded and fixed to the main body frame.

Abstract

An eave-connecting part comprises an eave-connecting part body (1), a beam plug-in connector (2) convexly provided on the eave-connecting body (1) in the horizontal or obliquely upward direction, and side beam support connectors (17, 18) convexly provided on the eave-connecting body (1), which form an integral body; a framework structure for a building comprises more than one side beam (1079, 1080), more than two connecting beams (1067, 1069) and the same number of eave-connecting parts (1073, 1075) as that of the connecting beams, and also comprises upright posts (1030, 1032) and beam-post connecting parts (1036, 1038); and a method for installing a framework structure for a building comprises: first fixing the connecting beams (1491, 149,, 1493) onto the setting positions of the main framework structure, fixing the beam plug-in connectors of the eave-connecting parts (1494, 1495, 1496) to the end parts of the connecting beams by insertion, then placing the side beams (1497, 1498) on the side beam support connectors, and finally fixing the end parts of the side beams onto the side beam support connectors.

Description

说 明 书  Description
一种檐连接件、 建筑框架结构及安装方法 技术领域  Truss connecting piece, building frame structure and mounting method
本发明涉及一种建筑用的建筑框架结构的檐连接件、建筑框架结构及安 装方法,特别是涉及一种房屋阳台、亭檐、楼阁檐等框架钢结构的檐连接件、 框架结构及安装方法。  The invention relates to a truss joint structure, a building frame structure and a mounting method for a building frame structure for a building, in particular to a truss joint structure, a frame structure and a mounting method of a frame steel structure such as a balcony, a pavilion, a pavilion and the like .
背景技术 Background technique
现有的房屋钢结构、亭台楼阁等檐的框架钢结构, 一种是将一根梁的端 面与另一根梁的侧面悍接, 或者是将两根梁的端面悍接在一起, 这种连接方 式受力差, 施工难度大; 一种是通过紧固件或悍接等方式与非插接的连接件 将两根梁的端部固定在一起, 这种连接方式, 梁的重力和梁上支撑的板等的 重力最后都集中到紧固件上或焊接的节点位置,应力过度集中于梁和梁之间 的连接位置而使连接位置受力差、连接脆弱的缺陷; 如果不使用附加的连接 件, 因为需将一根梁的端面与另一根梁的侧面固定, 紧固件无法实现; 一种 是需要使用水泥、 木材等建筑材料, 破坏生态; 建筑拆迁时, 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。  Existing frame steel structures such as steel structures, pavilions, etc., one of which is to splicing the end faces of one beam with the sides of the other beam, or to splicing the end faces of the two beams together. The connection method is poorly applied and the construction is difficult; one is to fix the ends of the two beams together by means of fasteners or splicing and non-plugged connectors, the connection method, the gravity of the beam and The gravity of the plate supported on the beam is finally concentrated on the fastener or the node position of the welding. The stress is excessively concentrated on the connection position between the beam and the beam, so that the connection position is weak and the connection is weak; if not used Additional connecting parts, because the end face of one beam is fixed to the side of the other beam, the fastener cannot be realized; one is to use building materials such as cement and wood to destroy the ecology; when the building is demolished, the building materials cannot be Reuse, resulting in wasted resources, resulting in a large amount of construction waste is difficult to handle.
发明内容 Summary of the invention
本发明第一个要解决的技术问题是, 提供一种不需要焊接等就能很方 便、 省时、 省力地将连接梁与边梁连接在一起、 且应力不会过度集中于连接 梁和边梁的连接节点位置的檐连接件。  The first technical problem to be solved by the present invention is to provide a convenient, time-saving and labor-saving connection of the connecting beam and the side beam without welding or the like, and the stress is not excessively concentrated on the connecting beam and the side. The 檐 connection of the beam's connection node location.
本发明第二个要解决的技术问题是, 提供一种不需要悍接等就能很方 便、 省时、 省力地将连接梁与边梁连接在一起、 且应力不会过度集中于连接 梁和边梁的连接节点位置的建筑框架结构。  The second technical problem to be solved by the present invention is to provide a convenient, time-saving and labor-saving connection between the connecting beam and the side beam without the need of splicing, and the stress is not excessively concentrated on the connecting beam and The frame structure of the side beam connecting the nodes.
本发明第三个要解决的技术问题是, 提供一种不需要悍接等就能很方 便、 省时、 省力地将连接梁与边梁连接在一起、 且应力不会过度集中于连接 梁和边梁的连接节点位置的建筑框架结构的安装方法。  A third technical problem to be solved by the present invention is to provide a convenient, time-saving and labor-saving connection of the connecting beam and the side beam without the need of splicing, and the stress is not excessively concentrated on the connecting beam and A method of installing a building frame structure at a joint node location of a side beam.
一种檐连接件, 包括一体成型的檐连接件本体、一个从檐连接件本体水 平或斜向上凸设的梁插接头,一个或二个水平凸设檐连接件本体的边梁边梁 支撑接头; 在边梁支撑接头上设有直接支撑边梁端部的边梁水平支撑面, 在 梁插接头上设有被连接梁上下左右抵挡的连接梁抵挡面。  A 檐 joint member comprising an integrally formed 檐 joint body, a beam plug joint protruding horizontally or obliquely from the 檐 joint body, and one or two side girders supporting joints of the 檐 joint body The side beam horizontal support surface directly supporting the end of the side beam is arranged on the side beam support joint, and the connecting beam resisting surface of the connecting beam is supported by the connecting beam up and down and left and right.
作为方案一的第一种改进, 边梁支撑接头为两个, 两个边梁支撑接头位 于梁插接头的两侧; 两个边梁支撑接头凸设本体方向的夹角为 180° 。  As a first improvement of the first solution, the side beam support joints are two, and the two side beam support joints are located on both sides of the beam plug joint; the angles of the two side beam support joints protruding from the main body are 180°.
作为方案一的第二种改进, 边梁支撑接头为两个, 两个边梁支撑接头位 于梁插接头的两侧; 两个边梁支撑接头凸设连接件本体的方向大于等于 90° 小 于 180οAs a second improvement of the first solution, the side beam support joints are two, and the two side beam support joint positions On both sides of the beam connector; the direction of the two side beam support joints protruding the connector body is greater than or equal to 90° less than 180 ο .
作为方案一的第三种改进, 梁插接头水平凸设连接件本体, 在连接件本 体的顶面或底面竖直凸设有边立柱柱插接头。  As a third improvement of the first solution, the beam plug connector horizontally protrudes from the connector body, and the side pillar column plug joint is vertically protruded on the top surface or the bottom surface of the connector body.
作为方案一至四的第一种共同改进,梁插接头包括垂直檐连接件本体的 同一面向外延伸的两个对称且水平并排的凸部;檐连接件本体延伸凸部的面 为抵挡与其配合的连接梁端面的连接梁端面抵挡面;两个凸部相对的两个面 形成被连接梁左右抵挡的连接梁左抵挡面、连接梁右抵挡面, 两个凸部的上 下两个面形成被连接梁上下抵挡的连接梁上抵挡面、 连接梁下抵挡面。  As a first common improvement of the first to fourth embodiments, the beam plug connector includes two symmetric and horizontal side-by-side protrusions extending from the same outwardly extending side of the vertical 檐 connector body; the surface of the 檐 connector body extending the protrusion is configured to resist the cooperation thereof The connecting beam end face abutting surface of the connecting beam end face; the opposite faces of the two convex portions form a left abutting surface of the connecting beam which is resisted by the connecting beam left and right, and a right abutting surface of the connecting beam, and the upper and lower faces of the two convex portions are connected to be connected The abutment surface of the connecting beam that the beam is up-and-down resisted and the abutting surface of the connecting beam.
作为方案一至四的第二种共同改进,梁插接头包括从檐连接件本体的一 个面垂直向外延伸的方管形凸部;在檐连接件本体延伸方管形凸部的面为抵 挡与其配合的连接梁端面的连接梁端面抵挡面;方管形凸部的左右两个外侧 面分别为被连接梁前后抵挡的连接梁左抵挡面和连接梁右抵挡面,方管形凸 部的上下两个外侧面分别为被连接梁上下抵挡的连接梁上抵挡面和连接梁 下抵挡面。  As a second common improvement of the first to fourth embodiments, the beam plug connector includes a square tubular protrusion extending perpendicularly outward from a face of the 檐 connector body; the face of the 檐 connector body extending the square tubular protrusion is resisted The matching beam end face abutting surface of the connecting beam end face; the left and right outer side faces of the square tubular convex portion are respectively the left abutting surface of the connecting beam and the right abutting surface of the connecting beam which are resisted by the connecting beam, and the upper and lower sides of the square tubular convex portion The two outer sides are respectively the abutting surface of the connecting beam and the lower resisting surface of the connecting beam which are supported by the connecting beam.
作为方案一至四的第三种共同改进,边梁支撑接头包括凸出檐连接件本 体的侧凸部, 在侧凸部上设有直接支撑边梁的支撑边梁水平面; 在侧凸部的 顶面向上水平并列设有两个对称的限位凸部,两个限位凸部之间的间隙形成 容置端部被加工成 T字形的边梁端部的垂直部的第一容置槽。  As a third common improvement of the first to fourth aspects, the side beam support joint comprises a side convex portion of the convex joint body, and the support side beam horizontal plane directly supporting the side beam is provided on the side convex portion; at the top of the side convex portion Two symmetrical limit protrusions are juxtaposed in the upper horizontal direction, and a gap between the two limit protrusions forms a first accommodating groove in which the accommodating end portion is processed into a vertical portion of the T-shaped side beam end portion.
作为方案一至四的第四种共同改进,边梁支撑接头包括凸出檐连接件本 体的侧凸部, 在侧凸部上设有直接支撑连接在其上的边梁的支撑边梁水平 面; 在边梁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边梁端部的第二容置槽;支撑边梁水平面为第二 容置槽的底面。  As a fourth common improvement of the first to fourth aspects, the side beam support joint includes a side convex portion of the convex joint body, and the side convex portion is provided with a support side beam horizontal plane directly supporting the side beam connected thereto; The top surface of the side convex portion of the side beam supporting joint is juxtaposed with two limiting convex portions, and the two limiting convex portions and the corresponding side convex portions form a second receiving groove for receiving the end of the side beam; the supporting side beam The horizontal plane is the bottom surface of the second accommodating groove.
建筑框架结构, 包括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边梁支撑接头上。  The building frame structure further comprises more than one side beam, two or more connecting beams, and the same number of connecting members as the connecting beam; the connecting piece comprises an integrally formed connecting piece body, a horizontal or oblique upward convex a beam inserting joint of the connecting body, one or two side beam side beam supporting joints of the connecting body; the beam plug joint of the connecting piece and the corresponding connecting beam end are fixedly fixed, the end of the side beam The support is fixed to the corresponding side beam side beam support joint.
作为方案九的第一种改进, 连接梁为 H型钢或工字型钢; 梁插接头包 括垂直檐连接件本体的同一面向外延伸的两个对称且并排的凸部;梁插接头 的两个凸部插入连接梁的一端,连接梁的连接部容置在两个凸部之间的间隙 中从而与连接梁端部插接连接, 两个凸部被连接梁从左右上下四个方向抵 挡。 作为方案九的第二种改进, 连接梁为方钢管; 梁插接头包括从檐连接件 本体的一个面垂直向外延伸的横截面为方形环的方管形凸部;梁插接头的方 管形凸部插入连接梁一端的方形内腔中与连接梁端部插接连接,方管形凸部 被连接梁上下左右抵挡。 As a first improvement of the scheme 9, the connecting beam is an H-shaped steel or an I-shaped steel; the beam plug joint comprises two symmetric and side-by-side convex portions extending outward from the same side of the vertical 檐 joint body; two convex portions of the beam plug joint The connecting portion of the connecting beam is inserted into the gap between the two convex portions to be inserted and connected with the connecting beam end portion, and the two convex portions are resisted by the connecting beam from the left and right directions. As a second improvement of the ninth modification, the connecting beam is a square steel pipe; the beam plug joint comprises a square tubular convex portion extending in a vertical direction from a face of the 檐 joint body and having a square ring; the square tubular convex of the beam plug joint The square inner cavity inserted into one end of the connecting beam is inserted into the end of the connecting beam, and the square tubular convex portion is resisted by the connecting beam up and down and left and right.
作为方案九的第三种改进,边梁为 H型钢或工字形钢,边梁的端部被加 工为 T字形; 在边梁支撑接头的侧凸部的顶面水平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第一容置槽,在第一容置槽的每个侧壁 上设有紧固件固定螺纹孔;边梁的 T字形端部的水平部直接支撑在限位凸出 部的顶面, 垂直部容置在第一容置槽内, 通过紧固件穿过紧固件固定螺纹孔 与边梁的 T字形端部的垂直部抵接使边梁与两个限位凸部插接。  As a third improvement of the scheme 9, the side beam is H-shaped steel or I-shaped steel, and the end of the side beam is processed into a T-shape; two limit positions are juxtaposed horizontally on the top surface of the side convex portion of the side beam supporting joint a convex portion, the two limiting convex portions and the corresponding side convex portions form a first accommodating groove, and each of the side walls of the first accommodating groove is provided with a fastener fixing thread hole; the T-shaped end portion of the side beam The horizontal portion is directly supported on the top surface of the limiting projection, and the vertical portion is received in the first receiving groove, and the fastener is fixed through the fastener to fix the threaded hole and the vertical portion of the T-shaped end of the side beam The abutment causes the side beam to be inserted into the two limiting protrusions.
作为方案九的第四种改进, 边梁为 H型钢或工字形钢或槽钢或方钢管; 在边梁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 对应的侧凸部形成第二容置槽; 边梁的端部容置在 第二容置槽内并直 接支撑在第二容置槽的底部与侧凸部连接。  As a fourth improvement of the scheme 9, the side beam is an H-shaped steel or an I-shaped steel or a channel steel or a square steel tube; two limit protrusions are juxtaposed on the top surface of the side convex portion of the side beam support joint, two limits The position of the side protrusion is formed in the second accommodating groove and is directly supported at the bottom of the second accommodating groove to be connected with the side protrusion.
作为方案九至方案十三的第一种共同改进, 檐连接件包括第一檐连接 件、 第二檐连接件, 连接梁包括第一连接梁、 第二连接梁;  As a first common improvement of the ninth to the thirteenth aspects, the 檐 connecting member comprises a first 檐 connecting piece and a second 檐 connecting piece, wherein the connecting beam comprises a first connecting beam and a second connecting beam;
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边梁支撑接头; The first 檐 connector includes an integrally formed first 檐 connector body, a beam spigot protruding horizontally or obliquely from the first 檐 connector body, protruding from a side of the first 檐 connector body in a horizontal direction a side beam side beam support joint of the connecting body;
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; The second jaw connector is symmetrical with the vertical plane of the first jaw connector about its central position;
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边 梁支撑接头上支撑固定有所述的边梁。 The beam plug connector of the first 檐 connector is fixedly fastened on the first connecting beam, and the beam plug connector of the second 檐 connector is inserted and fixed on the second connecting beam, in the first 檐 connecting member and the second 檐 connecting member The side beam is fixedly supported on the opposite side beam side beam support joint.
作为上述方案的进一步改进, 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;  As a further improvement of the above solution, the connecting beam further comprises a third connecting beam, and the connecting piece further comprises a third connecting piece fixedly inserted and fixed with the third connecting beam;
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边梁支撑接头,从与凸设边梁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; The third connecting piece comprises an integrally formed body, two side beam side beam supporting joints protruding from the two sides opposite to the third connecting piece body in a horizontal direction, and the joint is supported from the convex side beam side beam a beam plug joint protruding on one side of the third side connecting body of the two sides adjacent to each other in a horizontal direction or an oblique upward direction;
第一连接梁、 第三连接梁、 第二连接梁沿水平方向依次阵列; The first connecting beam, the third connecting beam and the second connecting beam are sequentially arrayed in a horizontal direction;
在第一檐连接件和第三檐连接件相对的边梁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边梁支撑接头上支撑 固定有所述的边梁。 The side beam is supported and fixed on the side beam side beam support joint of the first side connecting piece and the third side connecting piece; the side beam side beam supporting joint is opposite to the third side connecting piece and the second connecting piece The side support is fixed to the upper support.
作为方案九至方案十三的第二种共同改进, 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; As a second common improvement of the schemes 9 to 13, the 檐 connector includes a fourth 檐 connection a fifth connecting piece, the connecting beam comprises a fourth connecting beam and a fifth connecting beam;
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边梁支撑接头,两个边梁边梁支撑接头 位于第四梁插接头的两侧,两个第四边梁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° ; The fourth turn connector comprises an integrally formed fourth turn connector body, a beam plug joint projecting horizontally or obliquely upward from the fourth turn connector body, in a horizontal direction from adjacent sides of the fourth turn link body Two side beam side beam support joints of the fourth joint body are protruded, two side beam side beam support joints are located on two sides of the fourth beam plug joint, and two fourth side beam side beam support joints are convexly arranged fourth The direction of the connecting body is greater than or equal to 90° and less than 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; The fifth turn connector is symmetric with the fourth turn connector about a vertical plane of the center position;
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边 梁支撑接头上支撑固定有所述的边梁。 The beam plug connector of the fourth connecting piece is fixedly fixed on the fourth connecting beam, and the beam plug connector of the fifth connecting piece is fixedly fixed on the fifth connecting beam, and the fourth connecting piece and the fifth connecting piece are connected The side beam is fixedly supported on the opposite side beam side beam support joint.
作为上述方案的进一步改进, 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、;  As a further improvement of the above solution, the connecting beam further comprises a sixth connecting beam, and the connecting piece further comprises a sixth connecting piece fixedly connected with the sixth connecting beam;
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边梁支撑接头,从与凸设边梁边梁支 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; The sixth connecting piece comprises an integrally formed sixth connecting piece body, two side beam side beam supporting joints protruding from the two sides opposite to the sixth connecting piece body in the horizontal direction, and the protruding side beam a beam insertion joint protruding from a horizontal direction or an obliquely upward direction on one side of the sixth side connector body adjacent to both sides of the side beam support joint;
第四连接梁、 第六连接梁、 第五连接梁沿水平方向依次阵列; The fourth connecting beam, the sixth connecting beam and the fifth connecting beam are sequentially arrayed in a horizontal direction;
在第四檐连接件和第六檐连接件相对的边梁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边梁支撑接头上支撑 固定有所述的边梁。 The side beam is supported and fixed on the side beam side beam supporting joint opposite to the fourth side connecting piece and the sixth side connecting piece; the side beam side beam supporting joint is opposite to the sixth side connecting piece and the fifth side connecting piece The side support is fixed to the upper support.
作为方案九至方案十三的第三种共同改进, 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;  The third common improvement of the schemes 9 to 13 further includes a first side column, a second side column, a first side beam column connecting piece, and a second side beam column connecting piece; the 檐 connecting piece comprises a seventh 檐 connection And a ninth connecting piece, the connecting beam comprises a seventh connecting beam and a ninth connecting beam;
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; The seventh connecting piece comprises an integrally formed seventh connecting piece body, a beam inserting joint and a side beam side beam supporting joint protruding from the two sides adjacent to the seventh connecting piece body in a horizontal direction, from the seventh side a side pillar insertion joint protruding from a top surface of the connector body in a vertical direction;
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; The first side beam and column connection comprises an integrally formed first side beam and column joint body, a side beam side beam supporting joint or a side beam protruding from the two sides adjacent to the first side beam column connecting body body in a horizontal direction a plug connector, a side post connector protruding from a bottom surface of the first side beam connecting member body in a vertical direction; a ninth connecting member and a seventh connecting member being symmetric with respect to a vertical plane of the center position thereof; The side beam column connection member is symmetrical with the first side beam column connection member with respect to a vertical plane of the center position thereof;
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。 The seventh connecting beam and the ninth connecting beam are arranged in a horizontal direction; the beam connecting joint of the seventh connecting piece and the ninth connecting piece are respectively fixedly fixed with the seventh connecting beam and the ninth connecting beam; and the seventh connecting piece is connected a side beam supported on the side beam side beam supporting joint opposite to the ninth connecting piece; the first side column, The second side column is respectively inserted and fixed on the side column plug connector of the seventh side connecting piece and the ninth piece connecting piece; and is fixed on the side beam plug joint of the first side beam column connecting piece or the side beam side beam supporting joint Having the side girders arrayed from the bottom to the top in the vertical direction with the seventh connecting beam; fixed to the ninth connecting beam along the side beam plug joint of the second side beam connecting piece or the side beam side beam supporting joint The side girders of the vertical downward array; the side sills are fixed to the side sill beam support joints or side sill joints of the first side sill link and the second side sill link The first side beam column connector and the second side beam column connector are respectively inserted and fixed on the first side column and the second side column.
作为上述方案的进一步改进, 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;  As a further improvement of the above solution, the third side pillar and the third side beam column connecting member are further included, the connecting beam further includes an eleventh connecting beam, and the connecting piece further comprises a tenth fixedly inserted with the eleventh connecting beam. a connection piece;
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边梁支撑接头,从与凸设边梁 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; The eleventh connecting piece comprises an integrally formed eleventh connecting piece body, two side beam side beam supporting joints protruding from the two sides opposite to the eleventh connecting piece body in a horizontal direction, and a convex and convex joint a beam plug joint protruding horizontally on one side of the eleventh connecting piece body adjacent to both sides of the side beam side beam supporting joint, from the top surface of the eleventh connecting piece body a side column plug joint protruding straight upward;
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; The third side beam and column connecting member comprises an integrally formed third side beam and column connecting body, two side beam side beam supporting joints protruding from the two sides of the third side beam connecting piece body and horizontally protruding or a side beam plug joint, a side pillar plug joint protruding downward from a bottom surface of the third side beam joint body;
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; The seventh connecting beam, the eleventh connecting beam and the ninth connecting beam are sequentially arrayed in a horizontal direction;
在第七檐连接件和第十一檐连接件相对的边梁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 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。 The side beam is supported and fixed on the side beam side beam supporting joint opposite to the seventh side connecting piece and the eleventh connecting piece; the side beam side beam opposite to the eleventh connecting piece and the ninth connecting piece Supporting the joint support to fix the side beam; the side beam is fixed on the side beam side beam support joint or the side beam plug joint of the first side beam column connecting piece and the third side beam column connecting piece; The side beam is fixed on the side beam side beam supporting joint or the side beam plug joint of the third side beam column connecting piece and the second side beam column connecting piece; the third side column is fixedly fixed in the eleventh side The side post of the connector is plugged into the connector.
一种建筑框架结构的安装方法, 建筑框架结构包括檐连接件、连接梁、 边梁; 檐连接件包括一体成型的檐连接件本体、一个从檐连接件本体水平或 斜向上凸设的梁插接头,一个或二个水平凸设檐连接件本体的边梁边梁支撑 接头; 安装方法包括- 先将连接梁固定在主体框架结构的设定位置上;  A method for installing a frame structure of a building, the frame structure of the building comprises a connecting piece, a connecting beam and a side beam; the connecting piece comprises an integrally formed connecting piece body, and a beam insert protruding horizontally or obliquely from the connecting piece body a joint, one or two side beam side beam support joints horizontally protruding from the joint body; the installation method comprises: first fixing the connecting beam to a set position of the main body frame structure;
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 梁边梁支撑接头上, 由边梁边梁支撑接头直接支撑边梁, 再将边梁的端部与 对应的边梁边梁支撑接头固定。 Inserting the beam plug connector of the 檐 connector into the end of the corresponding connecting beam and inserting and fixing the end of the connecting beam; after completing the fixing of the connecting beam and the 檐 connecting member, placing the side sill on the adjacent two 檐 connecting members On the side beam side beam support joint, the side beam is directly supported by the side beam side beam support joint, and then the end of the side beam is The corresponding side beam side beam support joint is fixed.
本发明相对现有技术的有益效果是:  The beneficial effects of the present invention over the prior art are:
先将连接梁固定在需要的位置, 也就是主体框架结构上, 连接梁可直接 焊接在主体框架结构上, 也可固定在主体框架结构的连接件上; 然后将檐连 接件的梁插接头插入连接梁的端部, 由于檐连接件与连接梁插接连接, 檐连 接件的梁插接头被连接梁五个方向限位, 安装时, 只需从一个方向施力就可 将檐连接件向连接梁方向顶到需要的位置, 然后再将檐连接件和连接梁固 定, 这样檐连接件与连接梁之间的安装和位置调整方便、 省时、 省力。 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, 由檐连 接件直接支撑边梁, 再将边梁的端部与对应的檐连接件固定, 这样将边梁与 檐连接件固定在一起时, 边梁不需要额外的支撑, 因此边梁与檐连接件的固 定方便、 省时、 省力。 采用檐连接件的连接边梁和连接梁, 力不会集中在边 梁和连接梁的连接节点位置, 受力好。  Firstly, the connecting beam is fixed at the required position, that is, the main frame structure, the connecting beam can be directly welded to the main frame structure, or can be fixed on the connecting member of the main frame structure; then the beam plug connector of the connecting piece is inserted The end of the connecting beam, because the connecting piece is connected with the connecting beam, the beam plug connector of the connecting piece is limited by the connecting beam in five directions. When installing, the connecting piece can be moved by only one direction. Connect the beam direction to the desired position, and then fix the 檐 connector and the connecting beam, so that the installation and position adjustment between the 檐 connector and the connecting beam is convenient, time-saving and labor-saving. After the fixing of the connecting beam and the connecting piece is completed, the side beam is placed between the two adjacent connecting pieces, and the side beam is directly supported by the connecting piece, and the end of the side beam is fixed with the corresponding connecting piece. When the side beam and the connecting piece are fixed together, the side beam does not need additional support, so the fixing of the side beam and the connecting piece is convenient, time-saving and labor-saving. With the connecting side beam and the connecting beam of the 檐 joint, the force is not concentrated at the joint node of the side beam and the connecting beam, and the force is good.
相对现有的一些建筑钢结构框架, 为了实现梁和梁之间的连接, 还需对 各自的连接端部进行配合连接的设计、 加工, 当梁要使用标准型材时, 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, 而本技术的檐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。 工厂化制 作檐连接件, 现场组装, 将各种尺寸各种规格的梁与梁在现场任意组装, 拆 下后还可重复使用, 减少建筑垃圾。 实现檐连接件的标准化, 通用化, 施工 简便,减轻施工人员的劳动强度,解决了现有的工程施工对周围环境污染大、 噪音高、 周期长、 工程质量优良率低的问题。  Compared with some existing steel structure frames, in order to realize the connection between the beam and the beam, it is necessary to design and process the joint connection of the respective connection ends. When the beam is to use the standard profile, the connection end must be For additional design and processing, when the beam does not use standard profiles, it needs to be specially manufactured. In both ways, it is impossible to achieve large-scale standardized production. It is also prone to connection errors caused by beam or column size processing errors, making it difficult to make the connection position that is inherently fragile. It is good to withstand the weight load of the building and the transmission of the load. The 檐 joints of this technology can be pre-produced in large quantities and standardized, and can be turned into standard building materials for market circulation. It does not require ready-made processing and can reduce production costs. Factory-made 檐Connecting parts, assembled on site, arbitrarily assembled beams and beams of various sizes and sizes on site, and can be reused after being removed to reduce construction waste. It realizes the standardization, generalization and simple construction of the splicing joints, reduces the labor intensity of the construction workers, and solves the problems of the existing engineering construction, such as large pollution to the surrounding environment, high noise, long cycle, and low engineering quality.
梁插接头采用两个凸部的方式,与 H型钢或工字型钢的连接梁的端部插 接方便, 且将插接在一起的连接梁和檐连接件固定也方便。  The beam plug connector adopts two convex portions, and is convenient to be inserted into the end of the connecting beam of the H-shaped steel or the I-shaped steel, and it is also convenient to fix the connecting beam and the connecting member which are plugged together.
梁插接头采用方管形凸部的方式, 与方钢管的连接梁的端部插接方便, 且将插接在一起的连接梁和檐连接件固定也方便。  The beam plug connector adopts a square tubular convex portion, and is convenient to be inserted into the end portion of the connecting beam of the square steel pipe, and it is also convenient to fix the connecting beam and the connecting member which are plugged together.
端部被加工为 T字形的 H型钢或工字型钢的连接梁的垂直部容置在第一 容置槽内, 使边梁与檐连接件的连接更方便, 且将连接在一起的边梁和檐连 接件固定也更方便。  The vertical portion of the connecting beam of the H-shaped steel or the I-shaped steel whose end portion is processed into a T-shape is accommodated in the first accommodating groove, so that the connection between the side girders and the 檐 connecting member is more convenient, and the side sills to be joined together It is also more convenient to fix the 檐 connector.
边梁的端部容置在第二容置槽内, 使边梁与檐连接件的连接更方便, 且 将连接在一起的边梁和檐连接件固定也更方便。  The end of the side beam is accommodated in the second receiving groove, which makes the connection of the side beam and the connecting piece more convenient, and it is more convenient to fix the side beam and the connecting piece connected together.
檐连接件包括边立柱插接头,梁插接头从连接件本体凸设的方向与边梁边梁 支撑接头的水平支撑面的夹角等于 0° , 这种结构的檐连接件便于搭建带有 护栏的阳台, 且结构简单, 安装方便。 檐Connector includes side column plug connector, beam plug connector protruding from the connector body direction and side beam side beam The angle of the horizontal support surface of the support joint is equal to 0°. The 檐 joint of the structure is convenient for constructing a balcony with a guardrail, and has a simple structure and convenient installation.
本发明的安装方法, 省力、 快捷、 方便。  The installation method of the invention is labor-saving, quick and convenient.
附图说明 DRAWINGS
图 1是本发明实施例 1的立体示意图。 BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing a first embodiment of the present invention.
图 2是本发明实施例 2的立体示意图。 Fig. 2 is a perspective view showing a second embodiment of the present invention.
图 3是本发明实施例 4的立体示意图。 Fig. 3 is a perspective view showing a fourth embodiment of the present invention.
图 4是本发明实施例 5的立体示意图。 Fig. 4 is a perspective view showing a fifth embodiment of the present invention.
图 5是本发明实施例 6的立体示意图。 Fig. 5 is a perspective view showing a sixth embodiment of the present invention.
图 6是本发明实施例 7的立体示意图。 ' Fig. 6 is a perspective view showing a seventh embodiment of the present invention. '
图 7是本发明实施例 8的立体示意图。 Fig. 7 is a perspective view showing the eighth embodiment of the present invention.
图 8是本发明实施例 9的立体示意图。 Figure 8 is a perspective view showing a ninth embodiment of the present invention.
图 9是本发明实施例 9的立体示意图。 Figure 9 is a perspective view of a ninth embodiment of the present invention.
图 10是本发明实施例 10的立体示意图。 Figure 10 is a perspective view of a tenth embodiment of the present invention.
图 11是本发明实施例 11的立体示意图。 Figure 11 is a perspective view showing the eleventh embodiment of the present invention.
图 12是本发明实施例 11的第一种梁柱连接件的立体示意图。 Figure 12 is a perspective view showing the first type of beam-and-column joint of the eleventh embodiment of the present invention.
图 13是本发明实施例 11的第二种梁柱连接件的立体示意图。 Figure 13 is a perspective view showing a second type of beam-column joint of the eleventh embodiment of the present invention.
图 14是本发明实施例 11的第三种梁柱连接件的立体示意图。 Figure 14 is a perspective view showing a third type of beam-column joint of the eleventh embodiment of the present invention.
图 15是本发明实施例 11的第四种梁柱连接件的立体示意图。 Figure 15 is a perspective view showing a fourth type of beam-column joint of the eleventh embodiment of the present invention.
图 16是本发明实施例 11的梁柱平面插接件的立体示意图。 Figure 16 is a perspective view showing the beam-column plane connector of the eleventh embodiment of the present invention.
图 17是本发明实施例 12的立体示意图。 Figure 17 is a perspective view of Embodiment 12 of the present invention.
图 18是本发明实施例 12的第一种梁柱连接件的立体示意图。 Figure 18 is a perspective view showing the first type of beam-column joint of the embodiment 12 of the present invention.
图 19是本发明实施例 12的第二种梁柱连接件的立体示意图。 Figure 19 is a perspective view showing a second type of beam-column joint of Embodiment 12 of the present invention.
图 20是本发明实施例 12的第三种梁柱连接件的立体示意图。 Figure 20 is a perspective view showing a third type of beam-column joint of Embodiment 12 of the present invention.
图 21是本发明实施例 12的第四种梁柱连接件的立体示意图。 Figure 21 is a perspective view showing a fourth type of beam-column joint of Embodiment 12 of the present invention.
图 22是本发明实施例 13的立体示意图。 Figure 22 is a perspective view showing a thirteenth embodiment of the present invention.
图 23是本发明实施例 14的立体示意图。 Figure 23 is a perspective view showing a fourteenth embodiment of the present invention.
图 24是本发明实施例 14的梁柱连接件的立体示意图。 Figure 24 is a perspective view showing a beam-and-column joint of Embodiment 14 of the present invention.
图 25是本发明实施例 15的立体示意图。 Figure 25 is a perspective view showing a fifteenth embodiment of the present invention.
具体实施方式 detailed description
实施例 1 Example 1
如图 1所示, 一种建筑框架结构的檐连接件, 包括一体成型的檐连接件 本体 1、 一个插入与其配合的连接梁端部并斜向上凸出檐连接件本体 1的梁 插接头 2,两个支撑与水平面平行的边梁端部、相互垂直的边梁支撑接头 17、 边梁支撑接头 18。 As shown in FIG. 1 , a truss joint of a building frame structure comprises an integrally formed 檐 joint body 1 , a beam plug joint 2 inserted into a joint beam end portion thereof and protruding obliquely upwardly from the 檐 joint body 1 , two ends supporting side beams parallel to the horizontal plane, mutually perpendicular side rail support joints 17, The side rail supports the joint 18.
边梁支撑接头 17、 边梁支撑接头 18均包括从檐连接件本体 1的侧面垂 直延伸的侧凸部 3,在侧凸部 3的顶面 4为直接支撑边梁的支撑边梁水平面; 在侧凸部 3的顶面 4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 5、 限位凸部 6, 限位凸部 5、限位凸部 6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第一容置槽 7, 在限位凸部 5、 限位 凸部 6分别与侧凸部 3形成的凹槽的底部平上设有圆台 9, 在圆台 9之间连 接有加强筋 10, 在每个圆台 9内设有通孔 11。  The side beam support joint 17 and the side beam support joint 18 each include a side convex portion 3 extending perpendicularly from the side surface of the 檐 joint body 1, and the top surface 4 of the side convex portion 3 is a support side beam horizontal plane directly supporting the side sill; The top surface 4 of the side convex portion 3 extends vertically upward and is outwardly bent to be provided with two symmetrical, horizontally juxtaposed limiting protrusions 5, a limiting convex portion 6, a limiting convex portion 5, and a limiting convex portion 6. The gap therebetween forms a first accommodating groove 7 in which the accommodating end portion is processed into a vertical portion of the T-shaped side beam end portion, and a concave portion formed in the limiting convex portion 5 and the limiting convex portion 6 and the side convex portion 3, respectively. A trough 9 is provided flat on the bottom of the trough, and ribs 10 are connected between the truncated cones 9, and through holes 11 are provided in each of the truncated cones 9.
梁插接头 2包括两个从檐连接件本体 1斜向上的顶面垂直延伸而成的对 称的、 开口朝向两侧的、 水平并排的 U形块 12、 U形块 13, 在 U形块 12、 U 形块 13的 U形槽的底部平面上设有圆台 14, 在圆台 14之间连接有加强筋 15, 在每个圆台内设有通孔 16。  The beam plug joint 2 comprises two symmetrical, open-faced, horizontally side-by-side U-shaped blocks 12, U-shaped blocks 13 extending perpendicularly from the top surface of the shackle connector body 1 obliquely upward, at the U-shaped block 12 A circular table 14 is disposed on the bottom plane of the U-shaped groove of the U-shaped block 13, and a reinforcing rib 15 is connected between the circular table 14, and a through hole 16 is formed in each of the circular tables.
檐连接件本体 1延伸 U形块 12、 U形块 13的面 18为抵挡与其配合的连 接梁端面的连接梁端面抵挡面。 U形块 12与 U形块 13相对的面 19为被连接 梁抵挡的连接梁后抵挡面, U形块 13与 U形块 12相对的面及垂直向对面的 侧面为被连接梁抵挡的连接梁抵挡面。  檐 Connector body 1 extends U-shaped block 12, the surface 18 of the U-shaped block 13 is a connecting beam end face resisting surface that resists the end face of the connecting beam with which it is fitted. The surface 19 of the U-shaped block 12 opposite to the U-shaped block 13 is the connecting beam rear abutting surface that is resisted by the connecting beam. The surface of the U-shaped block 13 opposite to the U-shaped block 12 and the vertically opposite side are the connections resisted by the connecting beam. The beam resists the surface.
实施例 2 Example 2
如图 2所示, 与实施例 1不同的是, 两个边梁支撑接头 30、 31位于同 一直线上。  As shown in Fig. 2, unlike the first embodiment, the two side sill support joints 30, 31 are located on the same line.
实施例 3 Example 3
如图 3所示, 与实施例 1不同的是, 边梁支撑接头 35为一个。  As shown in Fig. 3, unlike the first embodiment, the side sill support joints 35 are one.
实施例 4 Example 4
如图 4所示, 一种建筑框架结构的檐连接件, 包括一体成型的檐连接件 本体 41、 一个插入与其配合的与连接梁端部并凸出檐连接件本体 41方管形 的梁插接头 42, 两个支撑与水平面平行的边梁端部、 相互垂直的带 U形凹 槽 45的边梁支撑接头 43、边梁支撑接头 44。边梁支撑接头 43、边梁支撑接 头 44位于梁插接头 42的两侧。方管形凸部的四个侧面为被连接梁抵挡的连 接梁抵挡面。 凹槽的底面为支撑边梁水平面。  As shown in FIG. 4, a truss joint of a building frame structure includes an integrally formed 檐 joint body 41, a beam insert inserted into a square tube shape of the joint beam end and the 檐 joint body 41 The joint 42, two side beam ends supporting the horizontal plane, the side beam support joints 43 with the U-shaped grooves 45 perpendicular to each other, and the side beam support joints 44. The side beam support joints 43 and the side beam support joints 44 are located on both sides of the beam insert joint 42. The four sides of the square tubular projection are the connecting beam abutting faces that are resisted by the connecting beams. The bottom surface of the groove is the horizontal plane of the supporting side beam.
在 U形凹槽 45的外侧面上设有圆凸台 46, 在圆凸台 46间连接有加强 筋 47, 在圆凸台内设有通孔 48。  A circular boss 46 is provided on the outer side surface of the U-shaped groove 45, and a reinforcing rib 47 is connected between the circular bosses 46, and a through hole 48 is formed in the circular boss.
实施例 5 Example 5
如图 5所示, 与实施例 4不同的是, 边梁支撑接头 60、 边梁支撑接头 61位于同一直线上。  As shown in Fig. 5, unlike the fourth embodiment, the side sill support joint 60 and the side sill support joint 61 are located on the same straight line.
实施例 6 如图 6所示, 一种建筑框架结构的檐连接件, 包括一体成型的檐连接件 本体 71、 一个插入与其配合的与连接梁端部并凸出檐连接件本体 71的方管 形梁插接头 72,一个支撑与水平面平行的边梁端部带 U形凹槽 73的边梁支 撑接头 74。 U形凹槽 73的的底面为支撑边梁水平面。梁插接头 72的方管形 凸部的四个侧面为被连接梁上下左右抵挡的连接梁抵挡面。 U形凹槽 73的 的朝外的侧壁上设有螺纹通孔 75。在方管形凸部的每个面上均设有弹性凸舌 76, 弹性凸舌 76远离檐连接件本体 71的一端连在方管形凸部上, 弹性凸舌 76朝向檐连接件本体 71的一端为自由端。 梁插接头 72与边梁支撑接头 74 成 L形。 Example 6 As shown in FIG. 6, a truss joint of a building frame structure includes an integrally formed 檐 joint body 71, a square tubular beam inserted into the joint with the end of the connecting beam and protruding from the 檐 joint body 71. A joint 72, a side sill support joint 74 that supports a U-shaped groove 73 at the end of the side sill parallel to the horizontal plane. The bottom surface of the U-shaped groove 73 is the horizontal surface of the supporting side beam. The four side faces of the square tubular projection of the beam insert 72 are the connecting beam abutting faces that are supported by the connecting beam up and down and left and right. A threaded through hole 75 is provided in the outwardly facing side wall of the U-shaped groove 73. Each of the faces of the square tubular convex portion is provided with a resilient tab 76. One end of the elastic tongue 76 away from the mortise connecting body 71 is connected to the square tubular convex portion, and the elastic tongue 76 faces the 檐 connecting member body 71. One end is a free end. The beam plug connector 72 and the side beam support joint 74 are L-shaped.
实施例 7 Example 7
如图 7所示, 与实施例 6不同的是, 边梁支撑接头为两个, 成一字型, 即边梁支撑接头 80、 边梁支撑接头 81, 边梁支撑接头 80、 梁插接头 82、 边 梁支撑接头 81成 T形。  As shown in FIG. 7, different from the embodiment 6, the side beam support joints are two in a single shape, that is, the side beam support joint 80, the side beam support joint 81, the side beam support joint 80, the beam plug joint 82, The side rail support joint 81 is T-shaped.
实施例 8 Example 8
如图 8所示, 与实施例 6不同的是, 檐连接件还从檐连接件本体 91竖 直向上凸设的方管形的柱插接头 92。 在方管形的柱插接头 92的四个侧面上 均设有弹性凸舌 93,弹性凸舌 93远离檐连接件本体 91的一端连在竖直方管 形凸部上, 弹性凸舌 93朝向檐连接件本体 91的一端为自由端。  As shown in Fig. 8, unlike the sixth embodiment, the cymbal connector also has a square tubular post connector 92 projecting vertically upward from the yoke connector body 91. Elastic tabs 93 are disposed on the four sides of the square tubular post connector 92. One end of the elastic tab 93 away from the mortise connector body 91 is connected to the vertical square tubular protrusion, and the elastic tab 93 is oriented. One end of the 檐 connector body 91 is a free end.
实施例 9 Example 9
如图 9所示, 与实施例 8不同的是, 边梁支撑接头为两个, 即边梁支撑 接头 95、 边梁支撑接头 96, 边梁支撑接头 95、 边梁支撑接头 96共线。 实施例 9  As shown in Fig. 9, different from the embodiment 8, the side beam support joints are two, that is, the side beam support joint 95, the side beam support joint 96, the side beam support joint 95, and the side beam support joint 96 are collinear. Example 9
如图 9所示, 与实施例 8不同的是, 柱插接头 100从檐连接件本体 99 垂直向上凸设。  As shown in Fig. 9, unlike the eighth embodiment, the post connector 100 is vertically protruded from the cymbal connector body 99.
实施例 10 Example 10
如图 10所示, 与实施例 1不同的是, 两个边梁支撑接头 105、边梁支撑 接头 106的夹角为 135° 。  As shown in Fig. 10, unlike the first embodiment, the angles of the two side sill support joints 105 and the side sill support joints 106 are 135°.
实施例 11 Example 11
如图 11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。 As shown in FIG. 11, the building frame structure includes a column 1030, a column 1032, a column 1033, and a column 1035 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 1030 and the column 1032. The column 1031 at the center position is 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 connector 1036, the beam-column connector 1037, the beam-column connector 1038, the beam-column connector 1039, beam and column Connector 1040, beam and column connector 1041.
如图 12所示,梁柱连接件 1036包括梁柱连接件本体 1000,从梁柱连接 件本体 1000相邻的两个侧面水平凸设的相互垂直的水平支撑接头 1001、 水 平支撑接头 1002, 从梁柱连接件本体 1000的底面竖直向下凸设的下立柱插 接头 1003, 从梁柱连接件本体 1000斜向上凸设的顶层斜上支撑接头 1004, 从梁柱连接件本体 1000背离顶层斜上支撑接头 1004—侧斜向下凸设的连接 梁插接头 1005。 顶层斜上支撑接头 1004位于水平支撑接头 1001的正上方。  As shown in FIG. 12, the beam-and-column joint 1036 includes a beam-and-column joint body 1000, and mutually perpendicular horizontal support joints 1001 and horizontal support joints 1002 horizontally projecting from two adjacent sides of the beam-column joint body 1000. The bottom pillar connector 1003 protrudes vertically downward from the bottom surface of the beam-column joint body 1000, and the top layer obliquely supports the joint 1004 protruding obliquely upward from the beam-column joint body 1000, and the pillar-column joint body 1000 faces away from the top slope The upper support joint 1004 is a connecting beam plug joint 1005 that is laterally inclined downward. The top diagonal upper support joint 1004 is located directly above the horizontal support joint 1001.
如图 13所示, 梁柱连接件 1037与梁柱连接件 1036不同的是, 水平支 撑接头为三个, 成 T字形, 即水平支撑接头 1006、 水平支撑接头 1007、 水 平支撑接头 1008, 顶层斜上支撑接头 1009位于与水平支撑接头 1006、水平 支撑接头 1008均垂直的水平支撑接头 1007的正上方。  As shown in FIG. 13, the beam-column connector 1037 is different from the beam-column connector 1036 in that the horizontal support joints are three in a T-shape, that is, the horizontal support joint 1006, the horizontal support joint 1007, the horizontal support joint 1008, and the top oblique The upper support joint 1009 is located directly above the horizontal support joint 1007 that is perpendicular to both the horizontal support joint 1006 and the horizontal support joint 1008.
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—一与梁柱连接件 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。  The beam-column joint 1038 is symmetrical with the beam-column joint 1036 with respect to the horizontal plane of its center position. The beam-column connector 1041, the beam-column connector 1040, the beam-column connector 1039- is symmetrical with the beam-column connector 1036, the beam-column connector 1037, and the beam-column connector 1038 with respect to the horizontal plane of its center position.
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。  The building frame structure further comprises a beam 1042 supported by the beam-column joint 1036 and the two horizontal support joints opposite to the beam-column joint 1037, which is parallel to the horizontal plane, and supported by the beam-column joint 1037 and the beam-column joint 1038. The 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, A beam 1045 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1041.
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 The building frame structure also includes the same beam-column plane connector 1047, beam-column plane connector
1051、梁柱平面插接件 1055。如图 16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1051. A beam-column plane connector 1055. As shown in FIG. 16, the beam-column plane connector 1047 includes a beam-column plane connector body 1090, two horizontally-oriented beam-column plane connector body beam plug joints 1091, beam plug joints 1093, one along the vertical The column plug connector 1092 of the beam and column plane connector body is protruded in the straight direction. And Liangzhu Ping connector surface 1047 of the two beams cross a fixed plug connector plug 1046, beam 1049, and the column member connector Liangzhu Ping surface 1047 of the plug connector plug fixed column 1048. The other ends of the beam 1046 and the beam 1047 are respectively supported on the beam-support member 1036 and the horizontal support joint of the beam-column joint 1041. The beam 1050 and the beam 1053 which are inserted into the two beam plug joints of the beam-column plane connector 1051 are inserted into the fixed column of the column plug connector of the beam-column plane connector 1051.
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 1040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的水平支撑接头上。 建筑框架结构还包括结构相同的梁柱连接件 1058、 梁柱连接件 1059、 梁柱连接件 1060。 1052. The other ends of the beam 1050 and the beam 1053 are supported on the horizontal support joints of the beam-column joints 1037 and the beam-column joints 1040, respectively. The two beam connector joints of the beam-column 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 supported on the horizontal support joints of the beam-column joints 1038 and the beam-column joints 1039, respectively. The building frame structure also includes beam-column joints 1058, beam-column joints 1059, and beam-column joints 1060 of identical construction.
如图 14所示, 梁柱连接件 1058包括一体成型的梁柱连接件本体 1010, 一个下立柱插接头 1011, 一个水平支撑接头 1012, 两个关于顶层梁柱连接 件中心对称的顶层斜下插接头 1013、顶层斜下插接头 1014。梁柱连接件 1060 与梁柱连接件 1058的结构相同。  As shown in Figure 14, the beam-and-column joint 1058 includes an integrally formed beam-and-column joint body 1010, a lower pillar plug joint 1011, a horizontal support joint 1012, and two top-rise oblique inserts with respect to the center-symmetric joint of the top beam-column joint. The joint 1013 and the top layer are diagonally inserted into the joint 1014. The beam-column joint 1060 has the same structure as the beam-column joint 1058.
如图 15所示, 梁柱连接件 1059与梁柱连接件 1058不同的是, 水平支 撑接头为二个, 即水平支撑接头 1016、 水平支撑接头 1017, 水平支撑接头 1016、 水平支撑接头 1017成一字形, 对称分布在顶层斜下插接头的两侧。  As shown in FIG. 15, the beam-column joint 1059 is different from the beam-column joint 1058 in that the horizontal support joints are two, that is, the horizontal support joint 1016, the horizontal support joint 1017, the horizontal support joint 1016, and the horizontal support joint 1017 are in a shape. , symmetrically distributed on both sides of the top obliquely inserted connector.
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 1061、 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。  The top beam 1061 and the top beam 1062 are respectively inserted into the top and bottom oblique joints of the beam-column connector 1058, and the other ends of the top beam 1061 and the top beam 1062 are respectively supported and fixed on the beam-to-column joint 1036 and the beam. The opposite two top layers of the post 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 floor diagonal 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-column joint 1037 and the beam-column joint 1040. Also included are a top beam 1065 and a top beam 1066 that are respectively inserted into the two top slanted lower 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 layer oblique upper support joints of the beam-column joint 1038 and the beam-column joint 39.
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。  The building frame structure further includes a connection and a plug joint of the beam-column connector 1036, the beam-column connector 1037, the beam-column connector 1038, the beam-column connector 1039, the beam-column connector 1040, and the beam-column connector 1041. 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 connecting beam 1072, and 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 connecting beam 1072 are inserted into the fixed first connecting piece 1073, the third connecting piece 1074, the second connecting piece 1075, and the first The 檐 connector 1076, the third 檐 connector 1077, and the second 檐 connector 1078.
第二檐连接件 1075与实施例 3相同。第一檐连接件 1073与第二檐连接 件 1075关于其中心位置的竖直面对称。第三檐连接件 1074与实施例 2相同。 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。  The second turn connector 1075 is the same as the third embodiment. The first turn connector 1073 is symmetrical with the second turn connector 1075 about the vertical plane of its center position. The third turn connector 1074 is the same as the second embodiment. The second 檐 connector 1078, the third 檐 connector 1077, and the first 檐 connector 1076 are respectively perpendicular to the center position of the first 檐 connector 1073, the third 檐 connector 1074, and the second 檐 connector 1075. symmetry.
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。 The building frame structure further includes a side beam 1079 supporting the side gird support joint fixed to the first 檐 joint member 1073 and the third 檐 joint member 1074, and the support is fixed to the side of the third 檐 joint member 1074 and the second 檐 joint member 1075. The side beam 1080 on the beam support joint supports the side beam 1081 fixed on the side beam support joint of the first 檐 joint member 1076 and the third 檐 joint member 1077, and the support is fixed to the third 檐 joint A member 1077, a side beam 1082 of the second port connector 1078.
连接梁、 檐连接件、 边梁的安装过程包括:  The installation process of connecting beams, 檐 connectors, side sills includes:
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 1038、 梁柱连接件 1039、 梁柱连接 件 1040、 梁柱连接件 1041的连接梁插接头上;  First, 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, and the second connecting beam 1072 are inserted and fixed to the corresponding beam-column joints 1036, a beam-column connector 1037, a beam-column connector 1038, a beam-column connector 1039, a beam-column connector 1040, a connecting beam connector of the beam-column connector 1041;
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;  Inserting the connecting beam connector of the first 檐 connector 1073, the third 檐 connector 1074, the second 檐 connector 1075, the first 檐 connector 1076, the third 檐 connector 1077, and the second 檐 connector 1078 The ends of 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, and the second connecting beam 1072 are inserted and fixed with the end of the connecting beam;
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的边梁支撑接头上, 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。  After the fixing of the connecting beam and the connecting piece is completed, the side beam 1079 is placed on the side beam supporting joint 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 The end of the side beam 1079 is fixed to the side sill support joint of the first 檐 connecting member 1073 and the third 檐 connecting member 1074; the side sill 1080 is placed on the side sill support of the third 檐 connecting member 1074 and the second 檐 connecting member 1075 On the joint, the side beam 1080 is directly supported by the side beam support joint, and the end of the side beam 1080 is fixed to the side sill support joint of the third 檐 joint 1074 and the second 檐 joint 1075; the side sill 1081 is placed A side member 1081 of the connecting member 1076 and the third connecting member 1077 is directly supported by the side beam supporting joint, and the end of the side beam 1081 is connected with the first connecting member 1076 and the third side. The side beam support joint of the piece 1077 is fixed; the side beam 1082 is placed on the side beam support joint of the third 檐 joint 1077 and the second 檐 joint 1078, and the side beam 1082 is directly supported by the side beam support joint, and the side beam is further supported End of 1082 Eaves member 1077 connected to the third, the second connecting member 1078 eaves beam support edge joint fixing.
实施例 12 Example 12
如图 17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 1121、 立柱 1123、 立柱 1124、 立柱 1120, 分布 在立柱 1121、 立柱 1123连线的中心位置的立柱 1122, 分布在立柱 1124、立 柱 1120 连线的中心位置的立柱 1125。 下立柱插接头分别插接固定在立柱 1120、立柱 1121、立柱 1122、 立柱 1123、 立柱 1124、 立柱 1125上的梁柱连 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。  As shown in FIG. 17, the building frame structure includes a column 1121, a column 1123, a column 1124, and a column 1120 which are arranged counterclockwise along the four diagonal positions of the rectangle and are perpendicular to the horizontal plane, and are distributed in the column 1121 and the column 1123. The column 1122 at the center position is located at a column 1125 at the center of the line connecting the column 1124 and the column 1120. The lower column plug connector is respectively inserted and fixed on the column 1120, the column 1121, the column 1122, the column 1123, the column 1124, the column 1125, the beam and column connector 1126, the beam and column connector 1127, the beam and column connector 1128, the beam and column connector 1129, beam and column connector 1130, beam and column connector 1131.
如图 18所示,梁柱连接件 1128包括梁柱连接件本体 1175 ,从梁柱连接 件本体 1175相邻的两个侧面水平凸设的相互垂直的水平支撑接头 1176、 水 平支撑接头 1177, 从梁柱连接件本体 1175的底面竖直向下凸设的下立柱插 接头 1178, 从梁柱连接件本体 1175 的顶面竖直向上凸设的上立柱插接头 1179, 从梁柱连接件本体 1175不设有支撑接头的相邻两个侧面的转角位置 斜向下凸设的连接梁插接头 1180。 As shown in FIG. 18, the beam-and-column joint 1128 includes a beam-and-column joint body 1175, and mutually perpendicular horizontal support joints 1176 and horizontal support joints 1177 horizontally projecting from two adjacent sides of the beam-and-column joint body 1175. The bottom pillar of the beam-column joint body 1175 is vertically downwardly protruded downwardly The joint 1178, the upper column plug joint 1179 protruding vertically upward from the top surface of the beam and column joint body 1175, is inclined downward from the corner position of the adjacent two sides of the beam and column joint body 1175 without the support joint Connect the beam plug connector 1180.
如图 19所示,梁柱连接件 1126包括梁柱连接件本体 1181,从梁柱连接 件本体 1175相邻的三个侧面水平凸设的相互垂直的水平支撑接头 1182、 水 平支撑接头 1183、 水平支撑接头 1184, 从梁柱连接件本体 1180的底面竖直 向下凸设的下立柱插接头 1185, 从梁柱连接件本体 1180的顶面竖直向上凸 设的上立柱插接头 1186, 从梁柱连接件本体 1180不设有支撑接头的一个侧 面斜向下凸设的连接梁插接头 1187。  As shown in FIG. 19, the beam-and-column joint 1126 includes a beam-and-column joint body 1181, and mutually perpendicular horizontal support joints 1182, horizontal support joints 1183, horizontally projecting from three adjacent sides of the beam-and-colum joint body 1175. The support joint 1184, the lower post connector 1185 protruding vertically downward from the bottom surface of the beam and column connector body 1180, the upper column plug connector 1186 protruding from the top surface of the beam and column connector body 1180, the slave beam The column connector body 1180 is not provided with a connecting beam plug joint 1187 in which one side of the support joint is obliquely downwardly convex.
梁柱连接件 1127与梁柱连接件 1126关于其中心位置的水平面对称。梁 柱连接件 1127、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。  The beam-column joint 1127 is symmetrical with the beam-column joint 1126 about the horizontal plane of its center position. Beam-column joints 1127, beam-column joints 1128, beam-column joints 1129—one with beam-column joints 1126, beam-column joints 1131, beam-column joints 1130 are symmetric about the horizontal plane of their central position.
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 相对的两个水平支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。  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 by the beam-column joint 1127 and the beam-column joint 1128. The horizontal beam 1145 parallel to the horizontal plane of the horizontal support joint supports the beam 1146 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1128 and the beam-column joint 1129, and the support is fixed to the beam-column joint 1129, The beam 1147 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1130 supports the beam 1148 which is fixed on the horizontal joints of the beam-column joint 1130 and the beam-column joint 1131 and is parallel to the horizontal plane. A beam 1149 parallel to the horizontal plane is attached to the two horizontal support joints of the beam-column joint 1131 and the beam-column joint 1126.
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 1131、梁柱连接件 1126的连接 梁插接头插接固定的第四连接梁 1157、第六连接梁 1158、第五连接梁 1159、 第四连接梁 1160、第六连接梁 1161、第五连接梁 1156,与第四连接梁 1157、 第六连接梁 1158、 第五连接梁 1159、 第四连接梁 1160、 第六连接梁 1161、 第五连接梁 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。  The building frame structure further comprises a connecting beam plug joint fixedly connected with the beam-column joint 1127, the beam-column joint 1128, the beam-column joint 1129, the beam-column joint 1130, the beam-column joint 1131, the beam-column joint 1126, respectively. a fourth connecting beam 1157, a sixth connecting beam 1158, a fifth connecting beam 1159, a fourth connecting beam 1160, a sixth connecting beam 1161, a fifth connecting beam 1156, and a fourth connecting beam 1157, a sixth connecting beam 1158, The fifth connecting beam 1159, the fourth connecting beam 1160, the sixth connecting beam 1161, the fifth connecting beam 1156 are inserted into the fixed fourth connecting piece 1163, the sixth connecting piece 1164, the fifth connecting piece 1165, and the fourth The 檐 connector 1166, the sixth 檐 connector 1167, and the fifth 檐 connector 1162.
第五檐连接件 1165的结构与实施例 1相同。 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。第六檐连接件 1164的结构 与实施例 2相同。 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。  The structure of the fifth turn connector 1165 is the same as that of the first embodiment. The fourth turn connector 1163 is symmetric with the fifth turn connector 1165 about the vertical plane of its center position. The structure of the sixth turn connector 1164 is the same as that of the second embodiment. The fifth 檐 connector 1162, the sixth 檐 connector 1167, and the fourth 檐 connector 1166 are respectively associated with the vertical faces of the fourth 檐 connector 1163, the sixth 檐 connector 1164, and the fifth 檐 connector 1165 with respect to their center positions symmetry.
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 的边梁支撑接头上的边梁 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, 支撑固定在第四檐连接 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。 The building frame structure further includes a support fixed to the fourth 檐 connector 1163 and the sixth 檐 connector 1164 The side beam 1169 on the side beam support joint supports the side beam 1170 fixed on the side beam support joint of the sixth 檐 joint 1164 and the fifth 檐 joint 1165, and the support is fixed to the fifth 檐 joint 1165, the fourth The side beam 1171 on the side beam supporting joint of the connecting piece 1166 supports the side beam 1172 fixed on the side beam supporting joint of the fourth connecting piece 1166 and the sixth connecting piece 1167, and is supported and fixed on the sixth connecting piece. 1167. The side beam 1173 of the fifth port connector 1162.
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。  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, and the lower column plug connector are fixedly connected to the column and column of the column 1132, the column 1133, the column 1134, the column 1135, the column 1136, and the column 1137. A member 1138, a beam and column connector 1139, a beam and column connector 1140, a beam and column connector 1141, a beam and column connector 1142, and a beam and column connector 1143.
如图 20所示,梁柱连接件 1138包括梁柱连接件本体 1188,从梁柱连接 件本体 1188相邻的两个侧面水平凸设的相互垂直的水平支撑接头 1189、 水 平支撑接头 1190, 从梁柱连接件本体 1188的底面竖直向下凸设的下立柱插 接头 1191, 从梁柱连接件本体 1188不设有支撑接头的相邻两个侧面的转角 位置斜向下凸设的连接梁插接头 1192。  As shown in FIG. 20, the beam and column connector 1138 includes a beam and column connector body 1188, and mutually perpendicular horizontal support joints 1189 and horizontal support joints 1190 horizontally projecting from two adjacent sides of the beam and column connector body 1188. a lower post connector 1191 protruding vertically downward from a bottom surface of the beam and column connector body 1188, and a connecting beam obliquely downward from a corner position of the adjacent two sides of the beam and column connector body 1188 without a support joint Plug connector 1192.
如图 21所示,梁柱连接件 1143包括梁柱连接件本体 1193,从梁柱连接 件本体 1193相邻的三个侧面水平凸设的相互垂直的水平支撑接头 1194、 水 平支撑接头 1195、 水平支撑接头 1196, 从梁柱连接件本体 1193的底面竖直 向下凸设的下立柱插接头 1197, 从梁柱连接件本体 1193不设有支撑接头的 一个侧面斜向下凸设的连接梁插接头 1198。  As shown in FIG. 21, the beam-and-column joint 1143 includes a beam-and-column joint body 1193, and mutually perpendicular horizontal support joints 1194, horizontal support joints 1195, horizontally protruding from three sides adjacent to the beam-and-column joint body 1193 a support joint 1196, a lower post connector 1197 protruding vertically downward from a bottom surface of the beam and column connector body 1193, and a connecting beam inserted obliquely downward from a side of the beam and column connector body 1193 without a support joint Connector 1198.
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 1141关于其中心位置的水平面对称。  The beam-column joint 1141 is symmetrical with the beam-column joint 1139 about the horizontal plane of its center position. Beam-column joints 1138, beam-column joints 1143, beam-column joints 1142—one with beam-column joints 1139, beam-column joints 1140, beam-column joints 1141 are symmetrical about the horizontal plane of their center position.
建筑框架结构还包括支撑固定在梁柱连接件 1138、 梁柱连接件 1139相 对的两个水平支撑接头上与水平面平行的横梁 1150,支撑固定在梁柱连接件 1139、 梁柱连接件 1140相对的两个水平支撑接头上与水平面平行的横梁 1151 , 支撑固定在梁柱连接件 1140、 梁柱连接件 1141相对的两个水平支撑 接头上与水平面平行的横梁 1152, 支撑固定在梁柱连接件 1141、 梁柱连接 件 1142相对的两个水平支撑接头上与水平面平行的横梁 1153, 支撑固定在 梁柱连接件 1142、 梁柱连接件 1143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 1143、 梁柱连接件 1138相对的两个 水平支撑接头上与水平面平行的横梁 1155。 与梁柱连接件 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、 梁柱连接件 1138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 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。 The building frame structure further includes a beam 1150 supported on the horizontal joints of the beam-column joints 1138 and the beam-column joints 1139 and parallel to the horizontal plane. The support is fixed on the beam-column joints 1139 and the beam-column joints 1140. A beam 1151 parallel to the horizontal plane on the two horizontal support joints is supported by the beam 1152 which is fixed on the horizontal joints of the beam-column joints 1140 and the beam-column joints 1141 and is parallel to the horizontal plane. The support is fixed to the beam-column joints 1141. a beam 1153 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1142, supporting the beam 1154 parallel to the horizontal plane on the two horizontal support joints of the beam-column joint 1142 and the beam-column joint 1143, The beam 1155 which is fixed to the horizontal joints of the beam-and-column joint 1143 and the beam-and-column joint 1138 is parallel to the horizontal plane. And the beam-column connection member 1139, the beam-column connection member 1140, the beam-column connection member 1141, the beam-column connection member 1142, the beam-column connection member 1143, the beam-column connection member 1138, the connection beam plug connector, the fixed connection beam, and the connection The beam is fixed by the fixed 檐 connector, the structure of the side sill supported on the 檐 joint and the beam and column connection 1126, the beam and column connection 1127, the beam and column connection 1128, the beam and column connection 1129, the beam and column connection 1130. The connecting beam plug connector of the beam-column connector 1131 is inserted into the fixed connecting beam, and the connecting member fixedly connected with the connecting beam, and the side beam supported on the connecting member has the same structure.
横梁、 立柱、 连接梁、 边梁均为 H形钢。  Beams, columns, connecting beams, and side beams are all H-shaped steel.
实施例 13 Example 13
如图 22所示, 梁插接头与第四连接梁 1157插接固定的第四檐连接件 1201的结构与实施例 4相同。 梁插接头与第六连接梁 1158插接固定的第四 檐连接件 1202的结构与实施例 4相同。梁插接头与第五连接梁 1159插接固 定的第四檐连接件 1203的结构与第四连接梁 1157关于其中心位置的竖直面 对称。  As shown in Fig. 22, the structure of the fourth yoke connector 1201 to which the beam spigot and the fourth connecting beam 1157 are inserted and fixed is the same as that of the fourth embodiment. The structure of the fourth yoke connector 1202 to which the beam spigot and the sixth connecting beam 1158 are inserted and fixed is the same as that of the fourth embodiment. The structure of the fourth yoke connector 1203 to which the beam spigot and the fifth connecting beam 1159 are inserted is symmetrical with respect to the vertical plane of the fourth connecting beam 1157 with respect to its center position.
梁插接头与第五连接梁 1156插接固定的第五檐连接件 1200、 梁插接头 与第六连接梁 1161插接固定的第六檐连接件 1205、 梁插接头与第四连接梁 1160插接固定的第四檐连接件 1204分别与第四檐连接件 1201、第六檐连接 件 1202、 第五檐连接件 1203关于其中心位置的竖直面对称。 连接梁、 支撑 在檐连接件相对的边梁支撑接头上的边梁为方管形钢。  The fifth plug connector 1200, the beam plug connector and the sixth connecting beam 1161 are inserted into the fixed sixth plug connector 1205, the beam plug connector and the fourth connecting beam 1160 are inserted into the beam connector and the fifth connecting beam 1156. The fixed fourth turn connector 1204 is symmetrical with respect to the vertical plane of the center position of the fourth turn connector 1201, the sixth turn connector 1202, and the fifth turn connector 1203, respectively. The connecting beam and the side beam supported on the side beam supporting joint of the 檐 connecting piece are square tubular steel.
上下两层的连接梁、 檐连接件、 边梁的结构相同。  The structure of the connecting beam, the 檐 connecting piece and the side sill of the upper and lower layers is the same.
实施例 14 Example 14
如图 23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。  As shown in FIG. 23, the building frame structure includes a column 1250, a column 1251, a column 1252, a column 1253, a column 1254, a column 1255, and 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, the column 1254, the column 1255, the column 1256, the column 1257, the same beam-column joint 1258, the beam-column joint 1259, the beam-column connection A member 1260, a beam and column connector 1261, a beam and column connector 1262, a beam and column connector 1263, a beam and column connector 1264, and a beam and column connector 1265.
如图 24所示,梁柱连接件 1258包括梁柱连接件本体 1322,从梁柱连接 件本体 1322相邻的两个侧面水平凸设的水平支撑接头 1323、 水平支撑接头 1324, 从梁柱连接件本体 1322的底面竖直向下凸设的下立柱插接头 1325, 从梁柱连接件本体 1322的顶面竖直向上凸设的上立柱插接头 1326, 从梁柱 连接件本体 1322不设有支撑接头的相邻两个侧面的转角位置斜向下凸设的 连接梁插接头 1327。 水平支撑接头 1323、 水平支撑接头 1324的夹角为 135° 。  As shown in FIG. 24, the beam and column connector 1258 includes a beam and column connector body 1322, a horizontal support joint 1323 horizontally protruding from two sides adjacent to the beam and column connector body 1322, and a horizontal support joint 1324, connected from the beam and column. The lower column plug connector 1325 protrudes vertically downward from the bottom surface of the body 1322, and the upper column plug connector 1326 protrudes vertically upward from the top surface of the beam column connector body 1322. The beam column connector body 1322 is not provided. The connecting beam insertion joint 1327 is disposed obliquely downwardly at a corner position of the adjacent two sides of the support joint. The horizontal support joint 1323 and the horizontal support joint 1324 have an angle of 135°.
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 1310, 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 1311, 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 1312, 支撑固定在梁柱连接件The building frame structure also includes a support fixed to the beam-column joint 1258, the beam-column joint 1259 phase The beam 1306 on the two horizontal support joints supports the beam 1307 fixed on the two horizontal support joints of the beam-column joint 1259 and the beam-column joint 1260, and the support is fixed to the beam-column joint 1260, the beam-column connection The beam 1308 on the two horizontal support joints of the piece 1261 supports the beam 1309 fixed on the two horizontal support joints of the beam-column joint 1261 and the beam-column joint 1262, and the support is fixed to the beam-column joint 1262 and the beam. The beam 1310 on the two horizontal support joints of the column connecting member 1263 supports the beam 1311 fixed on the beam-column joint 1263 and the two horizontal support joints opposite to the beam-column joint 1264. The support is fixed to the beam-column joint 1264. The beam 1312 on the two horizontal support joints of the beam-column joint 1265 is supported and fixed to the beam-column joint
1265、 梁柱连接件 1258相对的两个水平支撑接头上的横梁 1313。 1265, beam-column joints 1258 opposite the two horizontal support joints of the beam 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 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 connector 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 Four connecting beams 1272, fifth connecting beams 1273, and fourth connecting beams respectively
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。 1266. The fifth connecting beam 1267, the fourth connecting beam 1268, the fifth connecting beam 1269, the fourth connecting beam 1270, the fifth connecting beam 1271, the fourth connecting beam 1272, and the fifth connecting beam 1273 are inserted and fixed to the fourth port. The connecting member 1274, the fifth connecting piece 1275, the fourth connecting piece 1276, the fifth connecting piece 1277, the fourth connecting piece 1278, the fifth connecting piece 1279, the fourth connecting piece 1280, and the fifth connecting piece Piece 1281.
第四檐连接件 1277的结构与实施例 10相同。  The structure of the fourth turn connector 1277 is the same as that of the embodiment 10.
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 1277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。  The building frame structure further includes a side sill 1282 supporting the side sill support joints fixed to the fourth 檐 connecting member 1274 and the fifth 檐 connecting member 1275, and supporting and fixing the side of the fifth 檐 connecting member 1275 and the fourth 檐 connecting member 1276 The side beam 1283 on the 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 1277, and is supported and fixed on the fifth connecting piece 1277 and the fourth connecting piece. The side beam 1285 on the side beam supporting joint of the 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, and is supported and fixed on the fifth connecting piece 1279, The side beam 1287 on the side beam supporting joint of 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 the support is fixed at the fifth side The side members of the connecting member 1288 and the fourth side connecting member 1274 support the side members 1289 on the joint.
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。 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, and the column on the upper column plug joint of the beam-column joint 1265 Column 1297, the lower column plug connector is fixedly connected to the column 1290, the column 1291, the column 1292, the column 1293, the column 1294, the column 1295, the column 1296, the column 1297, the beam and column connection 1298, the beam and column connection 1299, the beam column The connecting member 1300, the beam and column connecting member 1301, the beam and column connecting member 1302, the beam and column connecting member 1303, the beam and column connecting member 1304, and the beam and column connecting member 1305.
梁柱连接件 1298 的结构与梁柱连接件 1258不同的是, 在梁柱连接件 1298上不设有上立柱插接头。  The structure of the beam-column joint 1298 differs from the beam-and-column joint 1258 in that no upper column plug joint is provided on the beam-column joint 1298.
与梁柱连接件 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。  Connection with the beam-column joint 1298, the beam-column joint 1299, the beam-column joint 1300, the beam-column joint 1301, the beam-column joint 1302, the beam-column joint 1303, the beam-column joint 1304, the beam-column joint 1305 The beam connector is inserted into the fixed connecting beam, and the connecting member fixedly connected with the connecting beam, and the structure of the side beam supported on the side beam supporting joint fixed on the connecting piece is connected with the beam connecting member 1258 and the beam column 1259, beam-column joint 1260, beam-column joint 1261, beam-column joint 1262, beam-column joint 1263, beam-column joint 1264, beam-column joint 1265 connection beam plug joint fixed connection beam, The side joints fixed to the connecting beam are fixed, and the side beams supported on the side beam supporting joints fixed on the connecting piece are identical in structure.
实施例 15 Example 15
如图 25所示, 建筑框架结构还包括分别与主体框架结构固定的第二连 接梁 1491、 第三连接梁 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。 第一檐连接件 1496的结构与实施例 6相同。 第三连接梁 1492的结构与实施例 7相同。 第二连接梁 1491与第一连接梁 1493关于其中心位置的竖直面对称。 支撑固定在第二檐连接件 1494、 第三 檐连接件 1495 的边梁支撑接头上的边梁 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。  As shown in FIG. 25, the building frame structure further includes a second connecting beam 1491, a third connecting beam 1492, a first connecting beam 1493, and a second connecting beam 1491, a third connecting beam 1492, respectively fixed to the main body frame structure. A connecting beam 1493 is inserted into the fixed second connecting piece 1494, the third connecting piece 1495, and the first connecting piece 1496. The structure of the first cymbal connector 1496 is the same as that of the embodiment 6. The structure of the third connecting beam 1492 is the same as that of the seventh embodiment. The second connecting beam 1491 is symmetrical with respect to the vertical plane of the first connecting beam 1493 with respect to its center position. Supporting the side sill 1497 fixed on the side gird support joint of the second 檐 joint 1494 and the third 檐 joint 1495, and supporting the side sill support joints of the third 檐 joint 1495 and the first 檐 joint 1496 Side beam 1498.
建筑框架结构还包括分别与主体框架结构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。 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插接固定的第九檐连接件 1474、 第十一檐连接件 1475、第七檐连接件 1476。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梁 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、 边梁 1490与主体框架焊接固定。 The building frame structure further includes a square tubular ninth connecting beam 1471, an eleventh connecting beam 1472, and a seventh connecting beam 1473 which are respectively fixed to the main body frame structure. The beam connector is respectively inserted into the ninth connecting member 1474, the eleventh connecting member 1475, and the seventh connecting member 1476 of 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 opposite to 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 side is fixed with a side beam that is vertically aligned with the ninth connecting beam 1471 in the vertical direction 1486. The first side beam connecting piece 1484, the third side beam column connecting piece 148, and the second side beam column connecting piece 1482 are respectively inserted 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 on the side rail support joint of the first side beam connecting piece 1484 and the third side beam connecting piece 1483; the third side beam connecting piece 1483 and the second side beam connecting piece 1482 Side rails 1488 are secured to the opposing side rail support joints. The side beam 1486 and the side beam 1490 are welded and fixed to the main body frame.
连接梁、 檐连接件、 边梁的安装安装方法包括:  Installation and installation methods for connecting beams, 檐 connectors, side sills include:
首先将第二连接梁 1491、第三连接梁 1492、第一连接梁 1493分别与主 体框架固定;  First, the second connecting beam 1491, the third connecting beam 1492, and the first connecting beam 1493 are respectively fixed to the main body frame;
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、第三檐连接件 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。  The second splicing connector 1494, the third splicing connector 1495, the first splicing connector 1496, and the second connecting beam 1491, the third connecting beam 1492, and the first connecting beam 1493 are inserted and fixed; The side beam 1497 is supported and fixed to the side sill support joint opposite to the second 檐 joint 1494 and the third 檐 joint 1495, and the side sill support joint of the side sill 1498 with the third 檐 joint 1495 and the first 檐 joint 1496 The support is fixed.
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与主 体框架固定;  The installation and installation method of the connecting beam, the splicing joint, the side sill, the side sill, and the side sill joint include: The first step is to fix the ninth connecting beam 1471, the eleventh connecting beam 1472, the seventh connecting beam 1473 and the main body frame ;
第二步将第九檐连接件 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;  In the second step, the beam plug connectors of the ninth connecting piece 1474, the eleventh connecting piece 1475, and the seventh connecting piece 1476 are respectively inserted into the ninth connecting beam 1471, the eleventh connecting beam 1472, and the seventh connecting beam 1473. Fixed
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;  In the third step, the side beam 1478 is supported and fixed on the side beam supporting joint of 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;
第四步将第二边立柱 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;  In the fourth step, the second side column 1479, the third side column 1480, the first side column 1481 and the ninth port connecting member 1474, the eleventh connecting piece 1475, and the seventh side connecting piece 1476 are inserted into the side column plug connector. Fixed
第五步将第一边梁柱连接件 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与第一边立柱 1481、 第三边立柱 1480、 第二边立柱 1479插接固定;  In the fifth step, the first side beam connecting member 1484, the third side beam connecting piece 1448, and the second side beam connecting piece 1482 are respectively connected with the first side column 1481, the third side column 1480, and the first side column 1481, respectively. The two-sided column 1479 is fixed and fixed;
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主体框架焊接固定; 将边梁 1489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 I486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 I486的另一端与主体框架焊接固定。 In the sixth step, one end of the side beam 1490 is fixedly connected with the beam plug joint of the first side beam connecting member 1484, and the other end of the side beam is welded and fixed to the main body frame; the side beam 1489 and the first side beam connecting piece are connected 1484 is supported and fixed on the side beam supporting joint of the third side beam connecting piece 1483; the side beam supporting joint is supported on the side beam supporting joint of the side beam 1488 and the third side beam connecting piece 1483 and the second side beam connecting piece 1482 Fixed; inserting one end of the side beam I486 with the beam plug connector of the second side beam connecting member 1482 The fixing is fixed and the other end of the side beam I486 is welded and fixed to the main body frame.

Claims

权 利 要 求 书 Claim
1、 一种檐连接件, 其特征在于: 包括一体成型的檐连接件本体、 一个从檐连 接件本体水平或斜向上凸设的梁插接头、 一个或二个水平凸设檐连接件本体 的边梁支撑接头; 在支撑接头上设有直接支撑边梁端部的边梁水平支撑面, 在梁插接头上设有被连接梁上下左右抵挡的连接梁抵挡面。  What is claimed is: 1. A cymbal connector comprising: an integrally formed 檐 connector body, a beam spigot protruding horizontally or obliquely from the 檐 connector body, and one or two horizontally projecting 檐 connector bodies The side beam support joint; the support joint is provided with a side beam horizontal support surface directly supporting the end of the side beam, and the beam insert joint is provided with a connecting beam abutting surface which is supported by the connecting beam up and down and left and right.
2、 如权利要求 1所述的一种檐连接件, 其特征在于: 支撑接头为两个, 两个 支撑接头位于梁插接头的两恻; 两个支撑接头凸设本体方向的夹角为 180° 。  2. A cymbal connector according to claim 1, wherein: two support joints are provided, and two support joints are located at two turns of the beam plug joint; the angles of the two support joints protruding from the body are 180. ° .
3、 如权利要求 1所述的一种檐连接件, 其特征在于: 支撑接头为两个, 两个 支撑接头位于梁插接头的两恻; 两个支撑接头凸设连接件本体的方向大于等 于 90。 小于 180。 。  3. A cymbal connector according to claim 1, wherein: two support joints are provided, and two support joints are located at two turns of the beam plug joint; the two support joints protrude from the joint body by a direction greater than or equal to 90. Less than 180. .
4、 如权利要求 1所述的一种檐连接件, 其特征在于: 梁插接头水平凸设连接 件本体, 在连接件本体的顶面或底面竖直凸设有边立柱柱插接头。  4. A cymbal connector according to claim 1, wherein: the beam spigot joint horizontally protrudes from the connector body, and the side column post connector is vertically protruded from the top surface or the bottom surface of the connector body.
5、 如权利要求 1至 4任意一项所述的一种檐连接件, 其特征在于: 梁插接头 包括垂直檐连接件本体的同一面向外延伸的两个对称且水平并排的凸部; 檐 连接件本体延伸凸部的面为抵挡与其配合的连接梁端面的连接梁端面抵挡 面; 两个凸部相对的两个面形成被连接梁左右抵挡的连接梁左抵挡面、 连接 梁右抵挡面, 两个凸部的上下两个面形成被连接梁上下抵挡的连接梁上抵挡 面、 连接梁下抵挡面。  5. A cymbal connector according to any one of claims 1 to 4, wherein: the beam spigot comprises two symmetrical and horizontal side-by-side projections extending outwardly from the same side of the vertical 檐 connector body; The surface of the connecting body extending convex portion is a connecting beam end surface resisting surface of the connecting beam end surface which is matched with the connecting beam; the opposite faces of the two convex portions form a connecting beam left abutting surface and a connecting beam right abutting surface which are resisted by the connecting beam The upper and lower faces of the two convex portions form an abutment surface on the connecting beam that is supported by the connecting beam up and down, and a lower abutting surface of the connecting beam.
6、 如权利要求 1至 4任意一项所述的一种檐连接件, 其特征在于: 梁插接头 包括从檐连接件本体的一个面垂直向外延伸的方管形凸块; 在檐连接件本体 延伸方管形凸块的面为抵挡与其配合的连接梁端面的连接梁端面抵挡面; 方 管形凸块的左右两个外恻面分别为被连接梁前后抵挡的连接梁左抵挡面和连 接梁右抵挡面, 方管形凸块的上下两个外恻面分别为被连接梁上下抵挡的连 接梁上抵挡面和连接梁下抵挡面。  6. A cymbal connector according to any one of claims 1 to 4, wherein: the beam spigot comprises a square tubular projection extending perpendicularly outward from a face of the 檐 connector body; The surface of the body-extending square tubular bump is abutting surface of the connecting beam end face of the connecting beam end face with which the fitting beam is matched; the left and right outer lateral faces of the square tubular convex block are respectively the left abutting surface of the connecting beam which is resisted by the connecting beam And connecting the right abutment surface of the beam, the upper and lower outer surface of the square tubular bump are respectively the abutting surface of the connecting beam and the lower abutting surface of the connecting beam which are resisted by the connecting beam.
7、 如权利要求 1至 4任意一项所述的一种檐连接件, 其特征在于: 支撑接头 包括凸出檐连接件本体的恻凸部, 在恻凸部上设有直接支撑边梁的支撑边梁 水平面; 在恻凸部的顶面向上水平并列设有两个对称的限位凸部, 两个限位 凸部之间的间隙形成容置端部被加工成 T字形的边梁端部的垂直部的第一容 置槽。  7. A cymbal connector according to any one of claims 1 to 4, wherein: the support joint comprises a bulge protrusion protruding from the 檐 joint body, and the shin portion is provided with a direct support side girders Supporting the horizontal plane of the side beam; two symmetric limiting protrusions are horizontally arranged side by side in the top surface of the convex portion of the convex portion, and the gap between the two limiting convex portions forms a side beam end where the receiving end portion is processed into a T shape The first receiving groove of the vertical portion of the portion.
8、 如权利要求 1至 4任意一项所述的一种檐连接件, 其特征在于: 支撑接头 包括凸出檐连接件本体的恻凸部, 在恻凸部上设有直接支撑连接在其上的边 梁的支撑边梁水平面; 在支撑接头的恻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恻凸部形成容置边梁端部的第二容置槽; 支撑边梁 水平面为第二容置槽的底面。 8. A cymbal connector according to any one of claims 1 to 4, wherein: the support joint comprises a bulge protrusion protruding from the 檐 joint body, and a direct support connection is provided on the 恻 convex portion The supporting side beam level of the upper side beam; two limiting protrusions are juxtaposed on the top surface of the convex portion of the supporting joint, The two limiting protrusions and the corresponding protrusions form a second receiving groove for receiving the end of the side beam; the horizontal surface of the supporting side beam is the bottom surface of the second receiving groove.
9、 建筑框架结构, 包括一根以上的边梁、 两根以上的连接梁, 其特征在于: 还包括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。  9. The building frame structure comprises more than one side beam and two or more connecting beams, and is characterized in that: the same number of connecting pieces are connected to the connecting beam; the connecting piece comprises an integrally formed connecting piece body, a beam insertion joint protruding from the connecting body of the horizontal or oblique upward direction, one or two side beam supporting joints protruding from the connecting body; the beam plug joint of the connecting piece is fixedly connected with the end of the corresponding connecting beam, The end support of the side beam is fixed to the corresponding side beam support joint.
10、 如权利要求 9所述的建筑框架结构, 其特征在于: 连接梁为 H型钢或工 字型钢; 梁插接头包括垂直檐连接件本体的同一面向外延伸的两个对称且并 排的凸部; 梁插接头的两个凸部插入连接梁的一端, 连接梁的连接部容置在 两个凸部之间的间隙中从而与连接梁端部插接连接, 两个凸部被连接梁从左 右上下四个方向抵挡。  10. The building frame structure according to claim 9, wherein: the connecting beam is an H-shaped steel or an I-shaped steel; the beam inserting joint comprises two symmetrical and side-by-side convex portions extending from the same outward direction of the vertical 檐 connecting body. The two convex portions of the beam plug are inserted into one end of the connecting beam, and the connecting portion of the connecting beam is received in the gap between the two convex portions to be plugged and connected with the end of the connecting beam, and the two convex portions are connected by the connecting beam Resist in four directions from left to right.
11、 如权利要求 9所述的建筑框架结构, 其特征在于: 连接梁为方钢管; 梁 插接头包括从檐连接件本体的一个面垂直向外延伸的横截面为方形环的方管 形凸块; 梁插接头的方管形凸块插入连接梁一端的方形内腔中与连接梁端部 插接连接, 方管形凸块被连接梁上下左右抵挡。  11. The building frame structure according to claim 9, wherein: the connecting beam is a square steel pipe; the beam plug joint comprises a square tubular bump having a square ring cross section extending perpendicularly outward from a face of the 檐 connector body; The square tubular bump of the beam plug connector is inserted into the square inner cavity at one end of the connecting beam and is connected with the end of the connecting beam, and the square tubular bump is resisted by the connecting beam up and down and left and right.
12、 如权利要求 9所述的建筑框架结构, 其特征在于: 边梁为 H型钢或工字 形钢, 边梁的端部被加工为 T字形; 在支撑接头的恻凸部的顶面水平并列设 有两个限位凸部, 两个限位凸部与其对应的恻凸部形成第一容置槽, 在第一 容置槽的每个恻壁上设有紧固件固定螺纹孔; 边梁的 T字形端部的水平部直 接支撑在限位凸出部的顶面, 垂直部容置在第一容置槽内, 通过紧固件穿过 紧固件固定螺纹孔与边梁的 T字形端部的垂直部抵接使边梁与两个限位凸部 插接。  12. The building frame structure according to claim 9, wherein: the side beam is H-shaped steel or I-shaped steel, and the end of the side beam is processed into a T-shape; the top surface of the convex portion of the supporting joint is horizontally juxtaposed Having two limiting protrusions, the two limiting protrusions and the corresponding bulging protrusions form a first accommodating groove, and each of the first accommodating grooves is provided with a fastener fixing thread hole; The horizontal portion of the T-shaped end of the beam is directly supported on the top surface of the limiting projection, and the vertical portion is received in the first receiving groove, and the threaded hole and the side beam T are fixed through the fastener through the fastener. The vertical portion of the end of the glyph abuts the side beam and the two limiting protrusions.
13、 如权利要求 9所述的建筑框架结构, 其特征在于: 边梁为 H型钢或工字 形钢或槽钢或方钢管; 在支撑接头的恻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恻凸部形成第二容置槽;边梁的端部容置在 第 二容置槽内并直接支撑在第二容置槽的底部与恻凸部连接。  13. The building frame structure according to claim 9, wherein: the side beam is an H-shaped steel or an I-shaped steel or a channel steel or a square steel tube; and two limit positions are juxtaposed on the top surface of the convex portion of the support joint. a convex portion, the two limiting convex portions and the corresponding convex portions forming a second receiving groove; the end of the side beam is received in the second receiving groove and directly supported at the bottom of the second receiving groove and the convex portion Department connection.
14、 如权利要求 9至 13任意一项所述的建筑框架结构, 其特征在于: 檐连接 件包括第一檐连接件、 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恻沿水平方向凸设 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; 14. The building frame structure according to any one of claims 9 to 13, wherein: the 檐 connecting member comprises a first 檐 connecting piece and a second 檐 connecting piece, the connecting beam comprising the first connecting beam and the second connecting beam The first 檐 connector includes an integrally formed first 檐 connector body, a beam spigot protruding horizontally or obliquely from the first 檐 connector body, protruding from a 恻 of the first 檐 connector body in a horizontal direction Providing a side beam support joint of the connecting body; The second jaw connector is symmetrical with the vertical plane of the first jaw connector about its central position;
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。 The beam plug connector of the first 檐 connector is fixedly fastened to the first connecting beam, and the beam plug connector of the second 檐 connector is inserted and fixed on the second connecting beam, and the first 檐 connecting member and the second 檐 connecting member are The side girders are fixedly supported on the opposite side beam support joints.
15、 如权利要求 14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;  15. The building frame structure according to claim 14, wherein: the connecting beam further comprises a third connecting beam, and the connecting piece further comprises a third connecting piece fixedly coupled to the third connecting beam;
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恻面沿 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恻面均相 邻的第三檐连接件本体的一个恻面上沿水平方向或斜向上的方向凸设的一个 梁插接头; The third connecting piece comprises an integrally formed body, two side beam supporting joints protruding from the two side faces opposite to the third connecting piece body in a horizontal direction, and two joints supporting the joint from the protruding side beam a beam plug joint protruding from a top surface of the third connecting piece body adjacent to each other in a horizontal direction or an oblique upward direction;
第一连接梁、 第三连接梁、 第二连接梁沿水平方向依次阵列; The first connecting beam, the third connecting beam and the second connecting beam are sequentially arrayed in a horizontal direction;
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。 Supporting and fixing the side beam on the side beam supporting joint opposite to the first connecting piece and the third connecting piece; supporting and fixing the side beam supporting joint on the opposite side of the third connecting piece and the second connecting piece The side beam.
16、 如权利要求 9至 13任意一项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恻面沿水平方 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 梁插接头的两恻, 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。 ;  The building frame structure according to any one of claims 9 to 13, wherein: the 檐 connecting member comprises a fourth 檐 connecting piece and a fifth 檐 connecting piece, wherein the connecting beam comprises a fourth connecting beam and a fifth connecting beam The fourth connecting piece comprises an integrally formed fourth connecting piece body, a beam plug joint protruding horizontally or obliquely from the fourth connecting piece body, and two adjacent edges of the connecting body from the fourth connecting piece Two side beam support joints of the fourth 檐 joint body are protruded in the horizontal direction, the two side beam support joints are located at two turns of the fourth beam plug joint, and the two fourth side beam support joints protrude from the fourth 檐 joint body The direction is greater than or equal to 90° and less than 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; The fifth turn connector is symmetric with the fourth turn connector about a vertical plane of the center position;
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。 The beam plug connector of the fourth connecting piece is fixedly fixed on the fourth connecting beam, and the beam plug connector of the fifth connecting piece is fixedly fixed on the fifth connecting beam, and the fourth connecting piece and the fifth connecting piece are connected The side girders are fixedly supported on the opposite side beam support joints.
17、 如权利要求 16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、;  17. The building frame structure according to claim 16, wherein: the connecting beam further comprises a sixth connecting beam, and the connecting piece further comprises a sixth connecting piece fixedly coupled to the sixth connecting beam;
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 的两个恻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 两个恻面均相邻的第六檐连接件本体的一个恻面上沿水平方向或斜向上的方 向凸设的一个梁插接头; The sixth connecting piece comprises an integrally formed sixth connecting piece body, two side beam supporting joints protruding from the two side faces opposite to the sixth connecting piece body in a horizontal direction, supported by the protruding side beam a beam plug joint protruding from a top surface of the sixth joint body of the joint having two sides of the joint, which is protruded in a horizontal direction or an oblique direction;
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。 The fourth connecting beam, the sixth connecting beam and the fifth connecting beam are sequentially arrayed in a horizontal direction; Supporting and fixing the side beam on the side gird support joint opposite to the fourth 檐 joint and the sixth 檐 joint; supporting and fixing the side gird support joint opposite to the sixth 檐 joint and the fifth 檐 joint The side beam.
18、 如权利要求 9至 13任意一项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 的两个恻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;  The construction frame structure according to any one of claims 9 to 13, further comprising: a first side up column, a second side up column, a first side beam column connection piece, and a second side beam column connection piece; The 檐 connector includes a seventh 檐 connector, a ninth 檐 connector, the connecting beam includes a seventh connecting beam and a ninth connecting beam; and the seventh 檐 connecting member comprises an integrally formed seventh 檐 connecting body, connected from the seventh 檐a beam plug joint and a side beam support joint protruding from the two sides of the body body in a horizontal direction, and a side pillar plug joint protruding from a top surface of the seventh jaw joint body in a vertical direction;
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恻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; The first-side beam-column joint comprises an integrally formed first side beam-and-column joint body, a side beam support joint or a side beam insert protruding from the two side surfaces adjacent to the first side pillar-column joint body in a horizontal direction a joint, a side column plug joint protruding from a bottom surface of the first side beam and column joint body in a vertical direction;
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; The ninth 檐 connector and the seventh 檐 connector are symmetrical about a vertical plane of the central position thereof; the second sill link is symmetrical with the vertical plane of the first sill link with respect to its central position;
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。 The seventh connecting beam and the ninth connecting beam are arranged in a horizontal direction; the beam connecting joint of the seventh connecting piece and the ninth connecting piece are respectively fixedly fixed with the seventh connecting beam and the ninth connecting beam; The side sill is supported on the side sill support joint opposite to the ninth splicing joint; the first side post and the second side upright are respectively fixedly fixed to the side sill of the seventh splicing joint and the ninth splicing joint Inserting the side beam on the side beam plug joint of the first side beam joint connector or the side beam support joint on the side beam support joint with the seventh connecting beam in the vertical direction; The side beam of the beam-column connector is fixed on the side beam plug joint or the side beam support joint and the side beam of the ninth connecting beam is arranged vertically from the bottom up; the first side beam joint and the second side beam The side beam is fixed on the opposite side beam supporting joint or the side beam plug joint of the column connecting member; the side beam connecting piece of the first side beam connecting piece and the second side beam connecting piece are respectively fixed and fixed at the first side Side column, second side column.
19、 如权利要求 18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;  19. The building frame structure according to claim 18, further comprising: a third side column and a third side beam column connecting member, wherein the connecting beam further comprises an eleventh connecting beam, and the connecting piece further comprises The eleventh connecting beam is inserted into the fixed eleventh connecting piece;
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 体相背的两个恻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 接头的两个恻面均相邻的第十一檐连接件本体的一个恻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恻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; The eleventh connecting piece comprises an integrally formed eleventh connecting piece body, two side beam supporting joints protruding from the two side faces opposite to the eleventh connecting piece body in a horizontal direction, and the protruding and protruding parts a beam plug joint protruding horizontally on a top surface of the eleventh joint member body adjacent to the two side faces of the side beam support joint, from the top surface of the eleventh joint body a side column plug joint protruding upward; The third side beam and column connecting member comprises an integrally formed third side beam column connecting piece body, two side beam supporting joints or sides protruding from the two side faces of the third side beam connecting piece body and extending horizontally a beam plug connector, a side pillar plug joint protruding downward from a bottom surface of the third side beam and column joint body; the seventh connecting beam, the eleventh connecting beam and the ninth connecting beam are sequentially arrayed in a horizontal direction;
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。 Supporting and fixing the side beam on the side beam supporting joint opposite to the seventh connecting piece and the eleventh connecting piece; supporting and fixing the side beam supporting joint opposite to the eleventh connecting piece and the ninth connecting piece The side beam is fixed; the side beam is fixed on the side beam supporting joint or the side beam plug joint of the first side beam connecting piece and the third side beam connecting piece; the third side beam connecting is connected The side beam is fixed on the side beam support joint or the side beam plug joint opposite to the second side beam and column joint; the third side upright column is inserted and fixed on the side pillar plug joint of the eleventh joint piece .
20、 一种建筑框架结构的安装方法, 其特征在于: 建筑框架结构包括檐连接 件、 连接梁、 边梁; 檐连接件包括一体成型的檐连接件本体、 一个从檐连接 件本体水平或斜向上凸设的梁插接头, 一个或二个水平凸设檐连接件本体的 边梁支撑接头; 安装方法包括:  20 . A method for installing a building frame structure, characterized in that: the building frame structure comprises a 檐 connecting piece, a connecting beam and a side beam; the 檐 connecting piece comprises an integrally formed 檐 connecting piece body, and a 檐 connecting piece body is horizontal or inclined a beam insertion joint protruding upward, one or two side beam supporting joints horizontally protruding from the connecting body; the mounting method comprises:
先将连接梁固定在主体框架结构的设定位置上; First fixing the connecting beam to the set position of the main frame structure;
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。 Inserting the beam plug connector of the 檐 connector into the end of the corresponding connecting beam and inserting and fixing the end of the connecting beam; after completing the fixing of the connecting beam and the 檐 connecting member, placing the side sill on the adjacent two 檐 connecting members On the side beam support joint, the side beam is directly supported by the side beam support joint, and the end of the side beam is fixed with the corresponding side beam support joint.
PCT/CN2012/075100 2011-05-05 2012-05-04 Eave-connecting part, framework structure for building and installation method thereof WO2012149910A1 (en)

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