WO2013097678A1 - 一种梁柱连接件、建筑框架结构与安装方法 - Google Patents

一种梁柱连接件、建筑框架结构与安装方法 Download PDF

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Publication number
WO2013097678A1
WO2013097678A1 PCT/CN2012/087351 CN2012087351W WO2013097678A1 WO 2013097678 A1 WO2013097678 A1 WO 2013097678A1 CN 2012087351 W CN2012087351 W CN 2012087351W WO 2013097678 A1 WO2013097678 A1 WO 2013097678A1
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WO
WIPO (PCT)
Prior art keywords
column
joint
connector
plug
fixing portion
Prior art date
Application number
PCT/CN2012/087351
Other languages
English (en)
French (fr)
Inventor
何晓虹
Original Assignee
He Xiaohong
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 He Xiaohong filed Critical He Xiaohong
Publication of WO2013097678A1 publication Critical patent/WO2013097678A1/zh

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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
    • 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
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2454Connections between open and closed 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
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations
    • 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 beam-column joint, a building frame structure and a mounting method for a building, a pavilion, a stand, a bridge and the like, and particularly relates to a beam-column joint, a frame structure and a mounting method for a steel frame structure of a building.
  • the beam-column connector includes an integrally formed beam-and-column connector body, a post connector, and a horizontal support connector.
  • the connection link that greatly reduces the fastening connection or welding of the bolts, the stress is excessively concentrated on the connection position between the beam and the column or the beam and the beam, and the connection position is weak and the connection is weak, thereby greatly improving the defect.
  • the installation efficiency and seismic function of the building frame structure, service life and safety of use, and the advantages of beam-column joints can be standardized in large quantities beforehand.
  • the ends of the beam are processed into a U-shape, which increases the process and increases the cost; two limits are juxtaposed on the top surface of the side convex portion of each horizontal support joint.
  • a convex portion the two limiting convex portions and the corresponding side convex portions thereof form a receiving groove, and each of the side walls of the receiving groove is provided with a fastener fixing thread hole; a horizontal portion of the U-shaped end portion of the beam ( The upper wing plate is directly supported on the top surface of the limiting projection, and the vertical portion (web) is accommodated in the receiving groove, and the fastener thread is fixed through the fastener to the U-shaped end of the beam.
  • connection fixing position is small, affecting the connection strength and rigidity at the joint; and
  • the first technical problem to be solved by the present invention is to provide a web of a ⁇ -shaped or I-shaped cross-beam connected thereto, a column directly supported or directly supported, a beam end without direct processing, and a web at the end of the beam And the lower wing plate are respectively connected to the fixed beam-column connection.
  • the second technical problem to be solved by the present invention is to provide a beam, a column, a beam and a column connecting member directly supporting each other, a beam end without a processing directly connected to the beam and column connecting member, a web at the end of the beam and
  • the lower wing panels are respectively connected with the beam-column joints to fix the structural frame structure.
  • a third technical problem to be solved by the present invention is to provide a convenient, fast, and labor-saving installation method for a building frame structure.
  • a beam-column connection member comprising an integrally formed beam-column joint body, which is required to be inserted into a fixed column plug joint with a vertical horizontal end of the column, and directly supports a ⁇ -shaped or I-shaped beam parallel to the horizontal plane, along the horizontal a beam insertion joint protruding in a direction of the beam-column connector body;
  • the beam-plug joint includes a first support portion directly supporting the lower wing plate of the beam, disposed directly above the first support portion, horizontally protruding along a side surface of the beam-column connector body, and a first fixing portion fixed to the web of the beam; a distance between the first fixing portion and the first supporting portion in a vertical direction is greater than a thickness of the lower wing plate of the beam, and a width of the first fixing portion in a vertical direction is smaller than a width of the two wings of the beam The distance between the faces; there is also a resisting portion that resists the end of the column.
  • the beam plug connector further includes a second fixing portion disposed directly above the first fixing portion, horizontally protruding from the side surface of the beam connecting member body, and mating with and fixed to the upper wing plate of the beam; The distance between the fixed portion and the second fixed portion in the vertical direction is greater than the thickness of the upper wing of the beam.
  • the number of the beam plug joints is two or more, and the first support portions of the adjacent two beam plug joints are connected together and protrude from the beam-and-colum joint body, which can greatly improve the strength and rigidity of the beam-column joint.
  • Beam-column connectors are very resistant When the force is large, it is not easily deformed, and in particular, the strength and rigidity of the first support portion are greatly improved.
  • the beam plug joint further includes a vertical reinforcing portion connecting the first supporting portion and the second fixing portion, and a lateral reinforcing portion connecting the first fixing portion and the vertical reinforcing portion, is disposed on the vertical reinforcing portion,
  • the opening is a horizontal hole.
  • the vertical reinforcing portion further increases the strength and rigidity of the first supporting portion and the second fixing portion, and the lateral reinforcing portion greatly increases the strength and rigidity of the first fixing portion, and the first fixing portion is not easily deformed when subjected to a large force.
  • the escaping hole facilitates the mounting of the fasteners that fix the first fixing portion and the beam web.
  • the beam plug connector further includes a reinforcing rib connecting one side of the first fixing portion and one side of the beam and column connector body.
  • the rib greatly improves the strength and rigidity of the first fixing portion, and has a simple structure, and is convenient to install and fix the fastener of the first fixing portion and the web of the beam.
  • the column plug connector includes a receiving hole having a closed-loop cross section at the end of the receiving post; the receiving hole is partially or completely formed in the beam connecting body.
  • the column is inserted into the beam-column joint, and the closed-loop structure encloses the column.
  • the beam-column joint is not easily deformed and cracked, and the seismic capacity and life of the beam-column joint are improved.
  • the column is an H-shaped or I-shaped column
  • the column plug connector further includes a third fixing portion vertically protruding from the resisting portion, fixed to the web of the column, and placed in the receiving hole;
  • the distance between the third fixing portion and the post connector is opposite to the thickness of the column wing, and the width of the third fixing portion is smaller than the distance between the opposite faces of the two wings of the column.
  • the web at the end of the column is connected and fixed to the third fixing portion, and the wing plates are respectively fixed and fixed to the side wall of the column plug connector, and are connected and fixed from the front, rear, left and right directions, and the fastener directly connects the column and the beam column. It is completely fixed together, no need to weld between the spot welding column and the beam-column connection, the connection is very stable, and the connection position strength and rigidity are good.
  • the column plug joint resisting portion is a baffle plate placed in the column plug joint, and has a simple structure.
  • the column plug joint resisting portion is a resisting rib placed in the column plug joint.
  • the width of the resisting ribs in the vertical direction can be large, and the forming of the beam-column joints is not affected.
  • the column resisting portions are punched and deformed by the columns, and the support of the resisting portions against the columns can be greatly improved. effect.
  • the beam-column connector further comprises a beam-column connector disposed between the adjacent two beam plug connectors or between the adjacent beam plug connectors and the column plug connectors for connecting the diagonal positions.
  • the reinforcing plug joint of the H-shaped or I-shaped reinforcing beam; the reinforcing plug joint comprises a second supporting portion protruding from the beam-column connecting body and directly supporting the lower wing of the reinforcing beam, disposed above the second supporting portion and along the vertical a fourth fixing portion of the beam-column connector body and the end surface of the reinforcing beam and a fourth fixing portion fixed to the web of the reinforcing beam; a distance between the fourth fixing portion and the second supporting portion is greater than a thickness of the reinforcing beam wing, The width of the fourth fixing portion is smaller than the distance between the opposite faces of the two webs of the reinforcing beam.
  • the reinforced joint connects the beam and/or the column end to end, so that the building frame structure forms a triangular supporting unit, so that the stability is the best, and the web and the wing of the reinforcing beam are connected with the reinforcing plug joint, and the connection is more stable and reliable.
  • the beam-column joint is a top-level beam-column joint
  • the pillar plug joint is a lower-column plug joint
  • the top-beam joint connector further includes an obliquely upwardly projecting beam integrally formed with the beam-column joint body.
  • top-side oblique plug-in joint of the column connector body includes a third support portion protruding from the beam-column joint body and directly supporting the H-shaped or I-shaped top beam lower wing, located at the third support portion a fifth fixing portion protruding from the contact surface of the vertical beam connecting member body and the top beam end portion and fixed to the web of the top beam; the distance between the fifth fixing portion and the third supporting portion is greater than the top beam wing
  • the thickness of the plate, the width of the fifth fixing portion is smaller than the distance between the opposite faces of the two webs of the top beam.
  • the inclined roof frame is formed by connecting the top beam to the top oblique joint and the top beam joint.
  • top connector Through the top connector, The cooperation of the top beam hangers makes it easy to add a top beam between the adjacent beam-column joints of the inclined roof to meet the installation requirements. Through the top hook and the top beam hitch, it is more convenient to add a top beam between the adjacent beam-column joints of the inclined roof.
  • the web and the wing of the top beam are connected to the top diagonal connector, and the connection is more stable and reliable.
  • the beam-column joint is a top-level beam-column joint
  • the pillar plug joint is a lower-column plug joint
  • the top-beam joint connector further includes two sides from the beam-column joint body or opposite sides The top side obliquely downwardly protrudes downwardly from the top of the beam-and-column connector body
  • the beam-plug joint is horizontally protruded on one side or opposite sides of the vertical top layer oblique joint of the beam-column connector body
  • the oblique lower plug joint comprises a fourth support portion protruding from the beam-column joint body and directly supporting the H-shaped or I-shaped top beam lower wing plate, located above the fourth support portion, along the vertical beam-column joint body and the top beam
  • the contact surface of the end portion protrudes from the sixth fixing portion fixed to the web of the top beam; the distance between the sixth fixing portion and the fourth supporting portion is greater than the thickness of the top beam wing, and
  • the beam-column connector is a top-level beam-column connector
  • the column-plug connector is a lower column plug connector or the column plug connector includes an upper column plug connector and a lower column plug connector
  • the beam-column connector body faces away from the beam
  • a water tank support portion is protruded from one outer side surface of the plug connector or the adjacent two outer side faces or the corners of the adjacent two faces of the beam plug connector.
  • a sink is installed on the sink support, and when it rains, the water on the roof is collected into the sink and flows from the set position to the ground or the water pipe connected to the tank flows to the ground.
  • the beam-column joint further comprises an outer side surface integrally formed with the beam-and-colum joint body, on the outer side surface without the beam plug joint or two outer side surfaces not provided with the beam plug joint
  • the corner position is provided with a connecting beam plug joint that projects obliquely downward or horizontally to the beam-and-colum joint body.
  • a connecting arm is arranged on the beam connecting rod body, and a side beam plug joint is arranged on the end of the connecting arm, and the frame structure such as the eaves and the balcony is simpler and firmer, and the installation is more convenient and labor-saving.
  • a side column plug connector is provided on the ⁇ connector or on the ⁇ connector or on the connecting arm, which can conveniently form a balcony with a guardrail.
  • the beam-column joint further comprises an outer side surface integrally formed with the beam-and-colum joint body, on the outer side surface without the beam plug joint or two outer side surfaces not provided with the beam plug joint
  • the corner position is provided with a connecting arm that obliquely or horizontally protrudes from the beam-and-colum joint body, and the side connecting the H-shaped or the I-shaped side beam is provided on one side or opposite sides of the end of the connecting arm
  • the beam plug connector, the side beam plug joint protrudes from the beam-column joint body direction and the direction of the corresponding beam plug joint protruding the beam-column joint body direction is the same and parallel;
  • the side beam plug joint is provided with direct support side beam a fifth supporting portion of the lower wing plate, a seventh fixing portion fixed to the web of the side beam, and a distance between the seventh fixing portion and the fifth supporting portion are horizontally protruded along the connecting arm directly above the fifth supporting portion
  • the thickness of the seventh fixing portion is larger
  • the column plug connectors are two, including the upper column plug joint and the lower column plug joint; the crane that is mounted on the side of the vertical beam plug joint of the beam and column joint body is horizontally convexly mounted with the crown rail Rail support joints.
  • the crane rail support joint is used to support the crane rail. The on-site installation of the crown rail is simple, and the connection between the crown rail and the pillar is well received.
  • the beam-column joint is a top-level beam-column joint; in the beam-column joint body on the outer side surface where the beam plug joint is not provided or the adjacent two are not provided with the beam plug joint a water tank support portion is arranged at a corner position of the side surface, and a retaining wall column plug joint is protruded upward in a vertical direction on a top surface of the water tank support portion, and the water tank support surface is located at a side of the retaining wall column plug connector facing the beam and column connector body; On one side of the retaining wall post connector, or on opposite sides, Or adjacent sides are provided with retaining wall beam plug joints, and the retaining wall beam plug joints are oriented in the same direction as the beam plug joints.
  • the beam plug joint comprises a first support portion directly supporting the lower wing of the beam, and is disposed at the first support portion a first fixing portion horizontally protruding along a side surface of the beam connecting member body and fixed to a web of the beam; a lower wing plate at the end of the beam is disposed between the first supporting portion and the first fixing portion and passing the fastener Or the welding is fixedly connected to the first supporting portion, and the web of the end portion of the beam is attached to the first fixing portion and fixedly connected to the first fixing portion by fasteners or welding.
  • the beam plug connector further includes a second fixing portion disposed directly above the first fixing portion, horizontally protruding from the side surface of the beam connecting member body, and fitted and fixed together with the upper wing plate of the beam;
  • the wing plate is disposed between the first fixing portion and the second fixing portion and is fixedly connected to the second fixing portion by fasteners or welding.
  • the building frame structure comprises a vertical horizontal horizontal column, an H-shaped or I-shaped cross beam parallel to the horizontal plane, a beam-column connecting piece, the beam-column connecting piece comprises an integrally formed beam-column connecting piece body, which needs to be vertical
  • the end of the column in the horizontal direction is inserted into the fixed column plug joint, and directly supports the H-shaped or I-shaped beam parallel to the horizontal plane, and the beam plug joint protruding in the horizontal direction of the beam-column joint body;
  • the beam plug joint includes the direct support beam a first supporting portion of the lower wing plate, disposed at a position directly above the first supporting portion and horizontally protruding along a side surface of the beam connecting member body and fixed to the web of the beam;
  • the mounting method comprises:
  • Mounting the beam insert the end of the beam into the beam plug joint of the beam-column joint, the lower wing of the end of the beam is inserted between the first support portion and the first fixing portion and connected to the first support portion by fasteners or welding
  • the web of the end of the beam is fixed to the first fixing portion and is fixedly connected to the first fixing portion by fasteners or welding.
  • the invention has the following advantages: the end of the H-shaped or I-shaped beam does not need to be processed, the web at the end of the beam is fixedly connected with the first fixing portion, the lower wing and the first The support portion is fixedly connected, the upper wing plate is fixedly connected with the second fixing portion, the connection between the beam and the beam-column connection member is convenient, the process of processing the beam during installation is reduced, the connection fixing position is large, the connection node is stable and reliable, and the connection position strength and rigidity are Well, it can really achieve strong nodes and weak steel structure, which means that the beams and columns do not need to be particularly large, so that the entire frame structure can withstand large external forces, save materials and reduce the weight of the building itself.
  • the beam and the beam-column joint can be directly fixed together by the fasteners, and the joint between the pillar and the beam-column joint is not required to be shaken, thereby further reducing the installation process and saving the installation cost.
  • the connection nodes of the beam, the column and the beam-column joint are very strong, the building is not easily damaged, and the earthquake resistance is greatly improved.
  • the construction of the frame structure is convenient, with fewer processes and low labor intensity.
  • FIG. 1 is a perspective view showing a first embodiment of the present invention.
  • Fig. 2 is a perspective view showing the projection of the embodiment 1 of the present invention from another direction.
  • Fig. 3 is a perspective view showing a second embodiment of the present invention.
  • Fig. 4 is a perspective view showing a third embodiment of the present invention.
  • Fig. 5 is a perspective view showing a fourth embodiment of the present invention.
  • Figure 6 is a perspective view showing a fifth embodiment of the present invention.
  • Figure 7 is a perspective view showing a sixth embodiment of the present invention.
  • Figure 8 is a perspective view showing a seventh embodiment of the present invention.
  • Fig. 9 is a perspective view showing the eighth embodiment of the present invention.
  • Figure 10 is a perspective view of a ninth embodiment of the present invention.
  • Figure 11 is a perspective view of a tenth embodiment of the present invention.
  • Figure 12 is a perspective view showing the eleventh embodiment of the present invention.
  • Figure 13 is a perspective view of Embodiment 12 of the present invention.
  • Figure 14 is a perspective view showing a thirteenth embodiment of the present invention.
  • Figure 15 is a perspective view showing a fourteenth embodiment of the present invention.
  • Figure 16 is a perspective view showing a fifteenth embodiment of the present invention.
  • Figure 17 is a perspective view showing a sixteenth embodiment of the present invention.
  • Figure 18 is a perspective view showing a seventeenth embodiment of the present invention.
  • Figure 19 is a perspective view showing an embodiment 18 of the present invention.
  • Figure 20 is a perspective view showing a nineteenth embodiment of the present invention.
  • Figure 21 is a perspective view of Embodiment 20 of the present invention.
  • Figure 22 is a perspective view showing a twenty-first embodiment of the present invention.
  • Figure 23 is a perspective view showing a twenty-second embodiment of the present invention.
  • Figure 24 is a perspective view showing a twenty-third embodiment of the present invention.
  • Figure 25 is a perspective view showing a twenty-fourth embodiment of the present invention.
  • Figure 26 is a perspective view showing a twenty-fifth embodiment of the present invention.
  • Figure 27 is a perspective view showing a twenty-sixth embodiment of the present invention.
  • Figure 28 is a perspective view showing a twenty-seventh embodiment of the present invention.
  • Figure 29 is a perspective view of Embodiment 28 of the present invention.
  • Figure 30 is a perspective view of Embodiment 29 of the present invention.
  • Figure 31 is a perspective view of Embodiment 30 of the present invention.
  • Figure 32 is a perspective view of Embodiment 31 of the present invention.
  • Figure 33 is an enlarged schematic view of a portion I of Figure 32.
  • Figure 34 is an enlarged schematic view of a portion II of Figure 32.
  • the beam-column joint is the bottom beam-column joint, including the integrally formed beam-column joint body 1, and an upper column to be inserted and fixed to the end of the H-shaped steel column in the vertical horizontal direction.
  • the plug connector 2 two directly supports an H-shaped steel beam parallel to the horizontal plane, a beam plug joint 3 fixed to the end of the beam, and a beam plug joint 4.
  • the beam insert 3 includes a first support portion 22 horizontally protruding from the side of the beam-and-column joint body 1 and directly supporting the lower wing of the beam, placed directly above the first support portion 22 and horizontally on the side of the vertical beam-and-column joint body 1 a first fixing portion 5 fixed to the web of the beam is disposed, and is disposed directly above the first fixing portion 5, horizontally protruding along the side surface of the beam connecting member body 1 and matched with the upper wing plate of the beam and fixed together a second fixing portion 6; a vertical reinforcing portion 7 connected between the first supporting portion 22 and the second fixing portion 6, and a lateral reinforcing portion 8 connected at a vertically intermediate position between the first fixing portion 5 and the vertical reinforcing portion 7, A horizontal hole 9 is provided in the vertical reinforcing portion 7.
  • the vertical distance between the first fixing portion 5 and the first supporting portion 22 is larger than the thickness of the lower flange of the beam, and the vertical width of the first fixing portion 5 is smaller than the distance between the opposite faces of the two wings of the beam.
  • the structure of the beam plug connector 4 is the same as that of the beam plug connector 3.
  • the first support portion 22 of the adjacent beam plug connector 3 is coupled to the first support portion 10 of the beam plug connector 4 and protrudes from the beam and column connector body 1, and the second fixing portion 6 of the adjacent beam plug connector 3
  • the second fixing portion 11 of the beam connector 4 is coupled and protrudes from the beam connector body 1.
  • a convex portion 25 is provided from the top surface of the beam and column connector body 1.
  • the upper column plug joint 2 includes a molding formed on the convex portion 25 and the beam and column
  • the connector body 1 is placed in a receiving hole at the end of the column.
  • a baffle 12 is provided at the bottom of the receiving hole to end the end of the column.
  • the upper post connector 2 further includes a vertical baffle 12, a third fixing portion 13 fixed to the web of the post, and a rib connecting one side 16 of the third fixing portion 13 and one side surface 17 of the upper post connector 2, On the side surface 16 of the third fixing portion 13, the rib 19 and the rib 20 are adjacent to both ends of the third fixing portion 13.
  • the distance between the third fixing portion 13 and the upper column insertion joint 2 with respect to the inner side surface 14 and the inner side surface 15 is greater than the thickness of the column flange, and the width of the third fixing portion 13 is smaller than the distance between the opposite sides of the two wings of the column.
  • a reinforcing rib 23 connected to the beam connecting piece body 1 is provided on the top surface of the second fixing portion 6.
  • a cutout hole 24 On the side surface of the upper column plug connector 2 that is connected to the rib 18, a cutout hole 24 whose opening faces the horizontal direction is provided.
  • a lower convex portion 21 is provided at the bottom of the beam and column connector body 1.
  • the beam-column joints are cast from a sand mold.
  • the beam plug connectors are three, that is, the beam plug connector 30, the beam plug connector 31, the beam plug connector 32, the beam plug connector 30, the beam plug connector 31, and the beam plug connector.
  • 32 is perpendicular to each other and is T-shaped.
  • Two rows of broken resisting ribs 34 are formed horizontally on the opposite inner sides of the accommodating holes 33, and the ribs 35 are connected at the intermediate positions of the opposite inner sides of the accommodating holes 33.
  • the upper column plug connector includes a vertical abutting rib 35, a third fixing portion 36 fixed to the web of the column, and a rib 41 connecting one side surface 39 of the third fixing portion 36 and one side surface 40 of the accommodating hole 33.
  • the side surface 42 of the third fixing portion 36 is adjacent to the ribs 43 and the ribs 44 at both ends of the third fixing portion 36.
  • the distance between the third fixing portion 36 and the receiving hole 33 with respect to the inner side surface 37 and the inner side surface 38 is greater than the thickness of the pillar wing panel, and the width of the third fixing portion 36 is smaller than the distance between the opposite sides of the two wings of the pillar.
  • a vent hole 45 having an opening facing in the horizontal direction is provided.
  • the beam-column connection member is a bottom beam-column joint member, and includes an integrally formed beam-and-colum joint body 50, and an upper column plug joint 51 to be inserted and fixed with a vertical horizontal end of the column.
  • the cross-shaped direct support beam parallel to the horizontal plane, the beam plug joint 52 fixed to the end of the beam, the beam plug joint 53, the beam plug joint 54, and the beam plug joint 55.
  • the bottom surface of the beam and column connector body 50 is a flat surface.
  • the structure of the upper column plug connector 51 is the same as that of the upper column plug connector of the embodiment 1, and the structure of the four beam plug connectors is the same as that of the beam plug connector of the first embodiment.
  • the beam-column joint member comprises an integrally formed beam-and-colum joint body 60, a lower column plug joint 61 and an upper column plug joint 62, two H-shaped steel beams which are perpendicular to each other and directly support parallel to the horizontal plane, and The ends of the beam are connected to a fixed beam plug connector 63 and a beam plug connector 64.
  • a square convex portion 65 symmetrically extending from the square convex portion 65 is symmetrically extended on the top surface and the bottom surface of the beam and column connector body 60.
  • the upper column plug joint 62 and the lower column plug joint 61 are formed in the square convex portion 65 and the beam and column joint.
  • the body 60 is placed in the receiving hole 66 at the end of the column.
  • a baffle 67 is provided at an intermediate position of the accommodating hole to abut the end of the column.
  • the structure of the upper column plug connector 62, the beam plug connector 63, and the beam plug connector 64 is the same as that of the first embodiment.
  • the lower post connector 61 and the upper post connector 62 are symmetrical about the horizontal plane of their center position.
  • the beam plug connectors are three, that is, the beam plug connector 70, the beam plug connector 71, the beam plug connector 72, the beam plug connector 70, the beam plug connector 71, and the beam plug connector.
  • 72 is perpendicular to each other and is T-shaped.
  • the beam plug connectors are four, that is, the beam plug connector 75, the beam plug connector 76, the beam plug connector 77, the beam plug connector 78, the beam plug connector 75, the beam plug connector. 76, beam plug connector 77, beam plug connector 78 Vertical to each other, in a cross shape.
  • the beam-column connector further includes a central portion disposed at an intermediate position between the adjacent beam plug connector and the post connector, and is convexly disposed at a 45° direction in the horizontal direction for connecting the diagonal position.
  • the reinforcing plug connector 80, the reinforcing plug connector 81, the reinforcing plug connector 82, and the reinforcing plug connector 85 have the same structure as the beam plug connector.
  • the beam-to-column joint is a top-level beam-and-column joint, comprising an integrally formed beam-and-column joint body 90, a lower pillar plug joint 91, a beam plug joint 92, and a top layer diagonal plug joint 93.
  • the structure of the lower post connector 91 and the beam connector 92 is the same as that of the fourth embodiment.
  • a beam-shaped bent portion 94 is provided in the beam-and-column connector body 90.
  • Top end oblique plug connector 93 The end surface of the vertical bent portion 94 is convexly inclined upward.
  • the structure of the top diagonal plug connector 93 is the same as that of the beam plug connector 92.
  • the beam-column joint is a top-level beam-column joint, including an integrally formed beam-and-colum joint body 100, a lower pillar plug joint 101, a beam plug joint 102, and two center pillar joints.
  • the structure of the lower post connector 101 and the beam plug connector 102 is the same as that of the fourth embodiment.
  • the beam-column connector body 100 is provided with two top beam end face abutting faces 105 for the top-side beam-column connector body center-symmetric and downward facing end faces of the top beam.
  • Each of the top slanted lower plug joints has a vertical convex end face abutting surface 105 which is convex downward and has the same structure as the beam plug joint.
  • the beam plug connectors are two, that is, the beam plug connector 106, the beam plug connector 107, the beam plug connector 106, and the beam plug connector 107 are in a shape, symmetrically distributed under the top layer. Plug the sides of the connector.
  • the beam-to-column joints are top-level beam-column joints, including an integrally formed beam-and-column joint body 110, a lower column plug joint 111, a beam plug joint 112, and a top layer diagonal lower support joint 113.
  • a slanted downward projection 114 is provided on one side of the beam and column connector body 110.
  • Top end oblique lower support joint 113 The end surface of the vertical projection 114 is convex downward.
  • the lower post connector 111 and the beam plug connector 112 are the same as in the fourth embodiment.
  • the structure of the top diagonal lower support joint 113 is the same as that of the beam insert 112.
  • the beam-column connection member is a top-layer beam-column joint member, and includes an integrally formed beam-column joint body 120, a lower-column plug joint 121, two H-shaped steel beams that are perpendicular to each other and directly support parallel to the horizontal plane, and The ends of the beam are connected to the fixed beam plug connector 122 and the beam plug connector 123.
  • the structure of the lower post connector 121 is the same as that of the lower post connector of the fourth embodiment.
  • the beam plug connector 122 and the beam plug connector 123 have the same structure as the beam plug connector of the fourth embodiment.
  • a separate sink support portion 125 is protruded from the outer side surface 124 of the beam connector body 120 facing away from the beam plug connector 122.
  • a separate sink is protruded from the outer side surface 126 of the beam connector body 120 facing away from the beam plug connector 123.
  • the support portion 127 has a resisting portion 128 extending upward from a side of the water tank supporting portion 125 away from the beam connecting body 120, and a resisting portion 129 extending upward from a side of the water tank supporting portion 127 away from the beam connecting body 120.
  • the beam-column connector is a top-level beam-column connector, including an integrally formed beam-and-column connector body 130,
  • the structure of the lower post connector 131 is the same as that of the lower post connector of the fourth embodiment.
  • the beam plug connector 133, the beam plug connector 134, and the beam plug connector 135 have the same structure as the beam plug connector of the fourth embodiment.
  • the retaining wall upright post connector 132 is symmetrical with the lower post connector 131 about the horizontal plane of its center position.
  • a separate water tank support portion 137 is protruded from the outer side surface 136 of the beam and column connector body 130 away from the beam plug joint 134, and a resisting portion 138 extends upward from a side of the water tank support portion 137 away from the beam column connector body 130.
  • the beam-column connection member is a top-layer beam-column joint member, and includes an integrally formed beam-column joint body 140, a lower pillar plug joint 141, and a retaining wall pillar plug joint 142, which are perpendicular to each other and directly supported and An H-shaped steel beam parallel to the horizontal plane, a beam plug joint 143 fixed to the end of the beam, and a beam plug joint 144.
  • the structure of the lower post connector 141 is the same as that of the lower post connector of the fourth embodiment.
  • the beam plug connector 143 and the beam plug connector 144 have the same structure as the beam plug connector of the fourth embodiment.
  • the retaining wall column post connector 142 and the lower post plug connector 141 are symmetric about the horizontal plane of the center position.
  • An integrated water tank support portion 147 is protruded from the outer side surface 145 of the beam connector body 140 facing away from the beam insert joint 143 and the two adjacent outer side surfaces 146 facing away from the beam plug joint beam joint 144.
  • the portion 147 extends away from the side of the beam connector 143 and is provided with a resisting portion 148.
  • the receiving portion 149 extends upward from the side of the water tank supporting portion 147 away from the beam connector 144, and the water receiving hole is provided on the water tank supporting portion 147. 150.
  • the protruding portion 162 is vertically protruded upward from the corner position of the water tank supporting portion 160 away from the beam-and-column connector body 161, on both sides adjacent to the protruding portion 162.
  • a retaining wall beam plug joint 163 and a retaining wall beam plug joint 164 are convexly disposed, and a retaining wall post plug joint 165 is disposed in the protruding portion 162.
  • the retaining wall beam plug joint 163 is parallel and oriented the same as the beam plug joint 166
  • the retaining wall beam plug joint 164 is parallel and oriented the same as the beam plug joint 167.
  • the retaining wall post connector 165 has the same structure as the upper post connector of the fourth embodiment.
  • the retaining wall beam plug joint 163 includes a vertical fixing portion 168 which is horizontally protruded from the protruding portion 162 and fixed to the web of the H-shaped steel retaining beam, and the H-shaped steel is horizontally protruded from the protruding portion 162 above the fixing portion 168.
  • the horizontal fixing portion 169 to which the upper blade of the retaining beam is fixed is connected to the vertical reinforcing portion 170 of the fixed portion 169 and the water tank supporting portion 160, and the reinforcing portion 170 of the reinforcing portion 170 and the fixing portion 168 in the horizontal direction is connected.
  • the structure of the retaining wall beam plug connector 164 is the same as that of the retaining wall beam plug connector 163.
  • the beam-and-column connector further includes a connecting beam plug joint 182 horizontally protruding from the outer side surface 181 of the beam plug connector 180; the connecting beam plug connector 182 is from the outer side. 181 a square tubular protrusion extending in the horizontal direction.
  • the beam and column connector further includes a connecting beam connector 190.
  • a projection 193 is provided obliquely downward on the outer side of the beam-and-column connector body 191 facing away from the beam connector 192.
  • Connecting Beam Plug Connector The bottom surface of the 190 straight projection 193 is convexly downward.
  • the connecting beam plug connector 190 has the same structure as the beam plug connector 192.
  • the beam and column connector further includes a connecting beam connector 200.
  • the projecting portion 204 is provided obliquely downward at a corner position where the beam-and-column joint body 201 is not provided with the two outer side faces 202 and the outer side surface 203 adjacent to the beam plug joint.
  • Connecting the beam plug connector 200 The bottom surface of the vertical projection 204 is obliquely downwardly convex.
  • the connecting beam plug connector 200 has the same structure as the beam plug connector 205.
  • the beam-column connection member is a top-layer beam-column joint member, and includes an integrally formed beam-column joint body 210, a lower-column plug joint 211, and two H-shaped steel beams that are perpendicular to each other and directly support parallel to the horizontal plane, and The ends of the beam are connected to the fixed beam plug joint 212 and the beam plug joint 213.
  • the lower post connector 211 has the same structure as the lower post connector of the fourth embodiment.
  • the beam plug connector 212 and the beam plug connector 213 have the same structure as the beam plug connector of the fourth embodiment.
  • the beam connector is three, that is, the beam connector 215, the beam connector 216, the beam connector 217, the beam connector 215, the beam connector 216, and the beam connector. 217 is perpendicular to each other and is T-shaped.
  • the beam plug connectors are four, that is, the beam plug connector 220, the beam plug connector 221, the beam plug connector 222, the beam plug connector 223, the beam plug connector 220, and the beam plug connector. 221.
  • the beam plug connector 222 and the beam plug connector 223 are perpendicular to each other and form a cross.
  • the beam-and-column connector further includes a body-molded body 235 that is formed integrally with the beam-and-column connector body 235 away from the beam connector 236 and the beam connector 237.
  • the corner positions of the two adjacent outer sides are provided with connecting arms 238 which are obliquely downward and then vertically downwardly projecting the beam-and-column connector body 235, and side beams are provided on both sides of the vertical end 239 of the connecting arms 238.
  • the plug connector 240, the side beam plug connector 241, the side beam plug connector 240 and the beam plug connector 236 are in the same direction and parallel, and the side beam plug connector 241 is in the same direction and parallel to the beam plug connector 237.
  • the side beam plug joint 240 has the same structure as the beam plug joint 236.
  • the structure of the side beam plug joint 241 is the same as that of the beam plug joint 237.
  • the beam-and-column joint further includes an outer side surface of the beam-and-column joint body 245 that is formed integrally with the beam-and-column joint body 245, away from the beam plug joint 246.
  • the plugs 250 are in the same direction and parallel.
  • the structure of the side beam plug connector 250 is the same as that of the beam plug connector 246.
  • the beam-and-column joint further includes a body-formed body 263 that is horizontally convex with the beam-and-column joint body 263 facing away from the outer side of the beam insert 264.
  • the connecting arm 265 of the beam connecting rod body 263 is respectively provided with a side beam plug joint 266 and a side beam plug joint 267 on both sides of the end portion of the connecting arm 265, and the side beam plug joint 266 is in the same direction as the beam plug joint 268.
  • Parallel, the side beam plug joint 267 is co-directional and parallel with the beam plug joint 269.
  • the structure of the side beam plug joint 266 is the same as that of the beam plug joint 268, and the structure of the side beam plug joint 267 is the same as that of the beam plug joint 269.
  • the beam-column connector comprises an integrally formed beam-and-column connector body 271, an upper column plug connector 272, a lower column plug connector 273, and two opposite sides of the beam-column connector body 271.
  • the beam-connecting joint body 271 of the beam-column joint body 271, the beam plug joint 274, the beam plug joint 275, and the two sides of the beam-column joint body perpendicular to the vertical beam plug joint 274 are horizontally convexly provided with the days of installing the crown rail.
  • the vehicle rail support joint 276 and the crane rail support joint 277 are horizontally convexly provided with the days of installing the crown rail.
  • the structure of the upper post connector 272 is the same as that of the upper post connector of the fourth embodiment, and the structure of the lower post connector 273 is the same as that of the lower post connector of the fourth embodiment.
  • the structure of the beam plug joint 274 and the beam plug joint 275 is the same as that of the beam plug joint of the fourth embodiment.
  • the crown rail support joint 276 includes a convex portion 278 that protrudes horizontally from the side of the beam-and-column joint body 271, and a slope 279 is provided below the convex portion 278, and the top surface 280 of the convex portion 278
  • a limiting protrusion 281 is provided on a side of the top surface 280 of the convex portion 278 away from the beam connecting body 271.
  • the direction in which the convex portion 278 protrudes from the beam and column connector body 271 is perpendicular to the beam of the crown rail.
  • the limiting protrusion 281 is parallel to the beam of the crown rail.
  • the crown rail support joint 277 is symmetrical with the crown rail support joint 276 about the vertical plane of its center position.
  • the beam-column joint is an intermediate-layer beam-column joint, including an integrally formed beam-and-column joint body 281, and an upper column plug joint that needs to be inserted and fixed at the end of the H-shaped steel column in the vertical horizontal direction.
  • a lower column plug joint 283 which is inserted and fixed at the end of the H-shaped steel column in the vertical horizontal direction, four H-shaped steel beams directly supporting the horizontal plane, a beam plug joint 284 and a beam fixed to the end of the beam Plug connector 285, beam plug connector 286, beam plug connector 287.
  • the beam insert 284 includes a first support portion 288 that horizontally protrudes from the side of the beam and column connector body 281 to directly support the lower beam of the beam, disposed directly above the first support portion 288, on the side of the vertical beam and column connector body 281, a first fixing portion 289 fixed to the web of the beam is disposed directly above the first fixing portion 289, and a second fixing portion that is matched with the upper wing of the beam and fixed together is extended on a side of the vertical beam connector body 281 290, a reinforcing rib 291 connected to a side surface of the beam connecting piece body 281 on one side of the first fixing portion.
  • the distance between the first fixing portion 289 and the first supporting portion 288 is greater than the thickness of the beam wing.
  • the width of the first fixing portion 289 is smaller than the distance between the opposite sides of the two wings of the beam; the beam connector 285 and the beam connector 286.
  • the structure of the beam plug joint 287 is the same as that of the beam plug joint 284.
  • the first supporting portions 288 of the adjacent beam plug joints are connected together by a circular arc transition and protrude from the beam-and-column joint body 281, and the second fixing portions 290 of the adjacent beam plug joints are fixedly connected and convex by the arc
  • the beam and column connector body 281 is taken out.
  • a baffle 292 is formed in the beam and column connector body 281 to resist the ends of the H-shaped steel upper column and the lower column.
  • the upper post connector 282 and the lower post connector 283 are formed in the beam connector body 281 and are separated by a baffle 292.
  • the upper post connector includes a square cavity 293 formed in the beam and column connector body 281 to cooperate with the outer circumference of the upper column.
  • the top surface of the vertical baffle 292 extends to be provided with a third fixing portion 294 fixed to the web of the column.
  • One side surface 295 of the third fixing portion 294 and the reinforcing rib 297 of one side surface 296 of the upper column insertion joint 282 are connected to the top surface of the baffle 292 and the side surface 298 of the third fixing portion 294, and are adjacent to both ends of the third fixing portion 294. Reinforcement 299, rib 300.
  • the third fixing portion 294 is spaced from the upper column 301, the inner side surface 302 by a greater distance than the thickness of the column slats, and the third fixing portion 294 has a width smaller than the distance between the opposite faces of the two wings of the column.
  • a through hole 303, a through hole 304, and a through hole 305 for reducing the weight of the beam and column joint are provided on the baffle 292.
  • the beam-column connection member is an intermediate-layer beam-column joint member, and includes an integrally formed beam-column joint body 311, and an upper column plug joint that needs to be inserted and fixed at the end of the H-shaped steel column in the vertical horizontal direction. 312, a lower column plug joint 313 which is inserted and fixed at the end of the H-shaped steel column in the vertical horizontal direction, three T-shaped, directly supported H-shaped steel beams parallel to the horizontal plane, and beam inserts fixed to the ends of the beam Connector 314, beam plug connector 315, beam plug connector 316.
  • the structure of the beam plug connector 314, the beam plug connector 315, and the beam plug connector 316 is the same as that of the beam plug connector of the fourth embodiment.
  • the first support portions 317 of adjacent beam plug joints are joined together and protrude from the beam-and-column joint body 311, and the second fixing portions 318 of the adjacent beam plug joints are joined together and protrude from the beam-and-column joint body 311.
  • the upper post connector 312 and the lower post connector 313 include square square through holes 319 formed in the beam and column connector body 311 to engage the outer circumferences of the upper and lower posts.
  • a plurality of resisting ribs 320 disposed on the opposite inner side surfaces of the square through holes 319 are disposed on the same horizontal plane to withstand the ends of the H-shaped steel upper column and the lower column.
  • cylindrical projections 331 are symmetrically provided above and below the beam-and-column connector body 330.
  • the upper post connector 333 and the lower post connector 334 include a circular through hole 335 formed in the cylindrical projection 331 and the post connector 330.
  • a baffle (not shown) is provided in the circular through hole 335 to resist the ends of the upper column and the lower column.
  • the beam-column joint is a top-level beam-column joint, including an integrally formed beam-and-column joint body 341, a lower pillar plug joint 342, three T-shaped beam plug joints 343, and beam plug joints 344. , the beam plug connector 345, a top diagonal plug connector 346.
  • the structure of the lower column plug connector 342 and the beam plug connector 343 is the same as that of the fourth embodiment.
  • a bent portion 347 is provided obliquely upward along the beam connector body 341 directly above the beam connector 344.
  • the structure of the top diagonal plug connector 346 is the same as that of the beam plug connector 343.
  • a water tank supporting portion 348 is protruded from an outer side surface of the beam connecting member body 341 facing away from the beam inserting joint 344, and a protruding portion 349 is vertically protruded from a side of the water tank supporting portion 348 away from the beam connecting rod main body 341.
  • a retaining wall beam connector 350 and a retaining wall beam connector 351 are protruded from opposite sides of the protruding portion 349, and a retaining wall post connector 352 is disposed in the protruding portion 349.
  • the retaining wall beam plug connector 350 is parallel to the beam plug connector 343 and has the same structure.
  • the retaining wall beam plug connector 351 and the beam plug connector 345 are parallel and oriented in the same direction.
  • the retaining wall post connector 352 has the same structure as the upper post connector of the fourth embodiment.
  • the beam-column connection member is a top-level beam-column joint member, and includes an integrally formed octagonal beam-and-colum joint member body 361, and a lower column insert that needs to be inserted and fixed to the upper end portion of the vertical horizontal direction column.
  • Joints (not shown) are respectively distributed on two sides of the beam-and-column joint body 361, four cross-shaped beams directly supporting the horizontal plane, and the beam plug joints 362 and beams connected to the ends of the beam Plug connector 363, beam plug connector 364, beam plug connector 365.
  • the structure of the lower column plug joint is the same as that of the lower column plug joint in the embodiment 4, and the structure of the beam plug joint is the same as that of the beam plug joint in the fourth embodiment.
  • reinforcing plug connectors respectively disposed on the four faces of the beam and column connector body 361 which are not provided with the beam plug connectors.
  • reinforced connector 368 reinforced connector 369 structure is the same as the beam connector.
  • the building frame structure includes a counter-clockwise distribution and a pair of symmetric bottom-layer beam-column joints 400, a bottom beam-column joint 401, and a bottom-beam joint connector along four diagonal positions of the rectangle. 402.
  • the structure of the underlying beam-column joint 400 is the same as that of the first embodiment.
  • the bottom beam joint 401 is symmetrical with the bottom beam joint 400 about the horizontal plane of its center position.
  • the bottom beam-to-column joint 403 and the bottom beam-to-column joint 402 are respectively symmetrical with respect to the bottom beam joint 400 and the bottom beam joint 401 with respect to the horizontal plane of the center position thereof.
  • the utility model further comprises an H-shaped steel beam 404 which is respectively installed on the two beam joints of the bottom beam connecting member 400 and the bottom beam connecting member 401 at opposite ends.
  • the lower wing 405 of the end of the beam 404 is disposed between the first support portion 406 of the bottom beam connector 400 and the first fixing portion 407 and is fixedly connected to the first support portion 406 by a fastener 408, the web
  • the 409 is fixedly connected to the first fixing portion 407 by the fastener 410
  • the upper wing 411 is disposed between the first fixing portion 407 and the second fixing portion 412 of the bottom beam connecting member 400 and through the fastener 413 and the second
  • the fixing portion 412 is fixedly connected; the lower wing 405 of the end of the other end of the beam 404 is placed between the first supporting portion 414 of the bottom beam connecting member 401 and the first fixing portion (not shown) and passes through the fastener 416.
  • the first support portion 414 is fixedly coupled, the web 409 is fixedly connected to the first fixing portion (not shown) by a fastener, and the upper wing plate 411 is placed on the bottom beam connecting member 401.
  • the first fixing portion and the second fixing portion 418 are connected and fixed by the fastener 419 and the second fixing portion 418.
  • the H-shaped steel beam 420 is further installed on the two beam joints of the bottom beam-column joint 401 and the bottom beam-column joint 402, and the two ends are respectively installed on the bottom beam joint connector 402.
  • a post 423 that is docked onto the upper post connector of the bottom post connector 400.
  • the lower end surface of the column 423 is supported on the baffle 424 of the bottom beam connecting member 400.
  • the left wing plate 425 is disposed between the third fixing portion 426 and the left side surface of the square receiving hole 427 and passes through a fastener (not shown).
  • the right wing plate 430 is disposed between the third fixing portion 426 and the right side surface of the square receiving hole 427 and is connected to the right side of the square receiving hole 427 through the fastener 429.
  • a web (not shown) is fixedly connected to the third fixing portion (not shown) by a fastener (not shown); and further includes the same method of inserting and fixing the bottom beam connecting member 401 and the bottom beam
  • the lower post connector is respectively inserted and fixed to the column 423, the column 431, the column 432, the column 433 of the column 433, the beam connecting member 435, the beam connecting member 436, and the beam connecting member 437.
  • the structure of the beam-column joint 434 is the same as that of the embodiment 20.
  • the beam-column joint 435 and the beam-column joint 434 are symmetrical about the horizontal plane of their center position.
  • the beam-column joints 437 and the beam-column joints 436 are symmetrical with the beam-column joints 434 and the beam-column joints 435, respectively, about the horizontal plane of the center of the line.
  • the utility model further comprises two ends 438 respectively mounted on the two beam joints of the beam-column joint 434 and the beam-column joint 435 at opposite ends, the two ends being respectively mounted on the beam-column joint 435 and the opposite two of the beam-column joint 436
  • the beam 439 on the beam plug connector is respectively installed on the beam 440 on the two beam plug joints of the beam-column joint 436 and the beam-column joint 437, and the two ends are respectively mounted on the beam-column joint 437, the beam-column joint
  • the member 434 is opposite the beam 441 on the two beam plug connectors. Installation methods include:
  • the bottom beam and column connector is installed: the bottom beam and column connector 400, the bottom beam column connector 401, the bottom beam column connector 402, and the bottom beam column connector 403 are fixed at the bottom set position.
  • Beam 404 - the lower wing of the end end 405 is inserted between the first supporting portion 406 and the first fixing portion 407 and is fixedly connected to the first supporting portion 406 by a fastener 408.
  • the web 409 is fitted to the first fixing portion 407 and is fixed by the fastener 410 and the first fixing portion 407.
  • the upper wing 411 is inserted and fixed, and the upper wing 411 is inserted between the first fixing portion 407 and the second fixing portion 412 and is fixedly connected to the second fixing portion 412 by the fastener 413; the lower wing 405 of the other end of the beam 404 is inserted.
  • the first supporting portion 414 is fixed to the first fixing portion (not shown) and connected to the first supporting portion 414 by a fastener 416, and the web 409 is fitted to the first fixing portion and passed through a fastener (not shown).
  • the upper fixing plate 411 is inserted between the first fixing portion 415 and the second fixing portion 418 and is fixedly connected to the second fixing portion 418 by a fastener 419.
  • the two ends of the H-shaped steel beam 420 are respectively connected and fixed on the two beam joints of the bottom beam-column joint 401 and the bottom-beam joint element 402, and the two ends of the H-shaped steel beam 421 are respectively fixed and fixed on the bottom layer.
  • the two ends of the beam-column connector 402 and the bottom beam-column connector 403 are respectively connected to the two ends of the H-beam beam 422, and the two ends of the bottom beam-column connector 403 and the bottom beam-column connector 400 are respectively connected and fixed.
  • On the beam plug connector On the beam plug connector.
  • the column is installed: the H-shaped steel column 423 is inserted into the upper column plug connector of the bottom beam connecting member 400; the lower end surface of the column 423 is supported on the baffle 424 of the bottom beam connecting member 400, and the left wing plate 425 is inserted into the third fixing. Between the left side of the portion 426 and the square receiving hole 427 and fixed to the left side of the square receiving hole 427 by the fastener 428, the right wing plate is inserted into the right side of the third fixing portion 426 and the square receiving hole 427.
  • the web 430 and the third fixing portion 426 are attached and fixed by the fastener 431 and the third fixing portion 426;
  • the method is to insert and fix the column 431, the column 432, and the column 433 fixed on the bottom column connecting member 401, the bottom beam connecting member 402, and the upper column plug connector of the bottom beam connecting member 403.
  • the beam and column connector 434 the beam and column connector 435, the beam and column connector 436, the beam and column connector
  • the lower column plug connectors of the 437 are respectively inserted and fixed on the column 423, the column 431, the column 432, and the column 433.
  • the two ends of the beam 438 are respectively inserted and fixed on the two beam connector joints of the beam-column joint 434 and the beam-column joint 435, and the two ends of the beam 439 are respectively inserted and fixed on the beam-column joint 435 and the beam.
  • the two ends of the beam 440 are respectively inserted and fixed on the two beam plug joints of the beam-column joint 436 and the beam-column joint 437, and the two ends of the beam 441 are respectively inserted. It is fixed on the two beam plug joints of the beam-column joint 437 and the beam-column joint 434.
  • the construction frame structure is different from that of the embodiment 30,
  • the two ends of the H-shaped steel beam 404 are respectively connected to the opposite beam plug connector of the bottom beam connecting member 400 and the bottom beam connecting member 401 and fixed by welding.
  • the two ends of the H-shaped steel beam 420 are respectively connected with the beam plug connector of the bottom beam connecting member 401 and the bottom beam connecting member 402, and are fixed by welding.
  • the two ends of the H-shaped steel beam 421 are respectively connected with the bottom beam column.
  • the member 402 and the beam connector connector of the bottom beam connecting member 403 are connected together and fixed by welding.
  • the two ends of the H-shaped steel beam 422 are respectively installed on the opposite beam connecting member 403 and the opposite beam connecting member 400.
  • the connector inserts are joined together and secured by soldering.
  • the lower ends of the uprights 423, the uprights 431, the uprights 432, and the uprights 433 are respectively connected to the bottom pillar joints 401 of the bottom pillar joints 400, the bottom pillar joints 402, and the upper pillar plug joints of the bottom beam joints 403. And fixed by welding.
  • the column post connector 434, the beam post connector 435, the beam post connector 436, and the lower post plug connector of the beam post connector 437 are respectively plugged and connected to the post 423, the post 431, the post 432, the post 433 and are fixed by welding. together.
  • the two ends of the beam 438 are respectively connected and connected to the two beam connector joints of the beam-column connection member 434 and the beam-column connection member 435, and are fixed by welding.
  • the two ends of the beam 439 are respectively connected and connected to the beam-column connection member 435.
  • the two ends of the beam-column joint 436 are fixed by welding, and the two ends of the beam 440 are respectively connected and connected to the two beam plug joints of the beam-column joint 436 and the beam-column joint 437 and welded by welding.
  • the two ends of the beam 441 are respectively connected and connected to the two beam connector joints of the beam-column connection member 437 and the beam-column connection member 434, and are fixed by welding.

Abstract

一种梁柱连接件(400)、建筑框架结构及安装方法,梁柱连接件(400)包括一体成型的梁柱连接件本体(1),立柱插接头(2),梁插接头(3,4);梁插接头(3,4)包括直接支撑横梁下翼板的第一支撑部(22),设置在第一支撑部(22)正上方、沿梁柱连接件本体(1)侧面水平凸设、与横梁的腹板固定的第一固定部(5);第一固定部(5)与第一支撑部(22)之间竖直方向的距离大于横梁下翼板的厚度,第一固定部(5)竖直方向的宽度小于横梁两翼板相对两个面之间的距离;还设有抵挡立柱端部的抵挡部(12)。H型或工字型横梁端部不需要加工,连接固定位置多,连接节点稳固可靠,连接位置强度和刚性好;建筑框架结构安装方便,工序少。

Description

说 _ S _ ί
一种梁柱连接件、 建筑框架结构与安装方法 技术领域
本发明涉及一种房屋、 亭、 展台、 桥梁等建筑的梁柱连接件、 建筑框架结构及安装 方法, 特别是涉及一种房屋建筑框架钢结构的梁柱连接件、 框架结构及安装方法。
背景技术
在申请号为 201110114982.3的发明专利中,公开了一种梁柱连接件及成型方法、 建筑框架结构及安装方法。 梁柱连接件包括一体成型的梁柱连接件本体、 立柱插接头、 水平支撑接头。 该专利虽然具有大大减少螺栓等紧固连接或焊接的连接环节, 大大降低 了应力过度集中于梁和柱或梁和梁之间的连接位置而使连接位置受力差、 连接脆弱的缺 陷, 从而大大提高建筑框架结构的安装效率和抗震功能、 使用寿命、 使用安全性, 梁柱 连接件可大批量标准化事先生产出来等优点。 该专利中, 为了安装横梁为 Η型钢或工字 形钢, 横梁的端部被加工为 Τ字形, 增加工序, 提高成本; 在每个水平支撑接头的侧凸 部的顶面并列设有两个限位凸部, 两个限位凸部与其对应的侧凸部形成容置槽, 在容置 槽的每个侧壁上设有紧固件固定螺纹孔; 横梁的 Τ字形端部的水平部 (上翼板) 直接支 撑在限位凸出部的顶面, 垂直部 (腹板) 容置在容置槽内, 通过紧固件穿过紧固件固定 螺纹孔与横梁的 Τ字形端部的垂直部抵接使横梁与两个限位凸部固定, 仅垂直部通过紧 固件与两个限位凸部连接固定, 连接固定位置少, 影响连接处的连接强度和刚度; 而且 由于垂直部与容置槽间存在间隙, 无法用紧固件将横梁与梁柱连接件完全固定在一起, 横梁与梁柱连接件间会有一定间隙的晃动, 所以用紧固件固定后还必须点焊固定。
发明内容
本发明要解决的第一个技术问题是提供一种对与其连接的 Η型或工字型横梁、立柱 直接支撑或被直接支撑、 横梁端部不需加工直接可连接、 横梁端部的腹板和下翼板分别 被连接固定的梁柱连接件。
本发明要解决的第二个技术问题是提供一种横梁、 立柱、 梁柱连接件之间直接相互 支撑、 横梁端部不需加工直接可与梁柱连接件连接、 横梁端部的腹板和下翼板分别与梁 柱连接件连接固定的建筑框架结构。
本发明要解决的第三个技术问题是提供一种方便、 快速、 省力的建筑框架结构的安 装方法。
一种梁柱连接件, 包括一体成型的梁柱连接件本体, 需与垂直水平面方向的立柱端 部插接固定的立柱插接头, 直接支撑与水平面平行的 Η型或工字型横梁、 沿水平方向凸 出梁柱连接件本体的梁插接头; 梁插接头包括直接支撑横梁下翼板的第一支撑部, 设置 在第一支撑部正上方、 沿梁柱连接件本体侧面水平凸设、 与横梁的腹板固定的第一固定 部; 第一固定部与第一支撑部之间竖直方向的距离大于横梁下翼板的厚度, 第一固定部 竖直方向的宽度小于横梁两翼板相对两个面之间的距离;还设有抵挡立柱端部的抵挡部。
作为方案一的改进, 梁插接头还包括设置在第一固定部的正上方、 从梁柱连接件本 体侧面水平凸设、 与横梁上翼板配合并固定在一起的第二固定部; 第一固定部与第二固 定部之间竖直方向的距离大于横梁上翼板的厚度。
作为方案一的改进, 梁插接头为两个以上, 相邻两个梁插接头的第一支撑部连接在 一起并凸出梁柱连接件本体,可以大大提高梁柱连接件的强度和刚性, 梁柱连接件承受很 大的力时也不易变形, 特别是大大提高第一支撑部的强度和刚性。
作为方案一的改进, 梁插接头还包括连接第一支撑部和第二固定部的竖向加强部, 连接第一固定部与竖向加强部的横向加强部, 设置在竖向加强部上、 开口为水平方向的 避空孔。 竖向加强部, 进一步提高第一支撑部、 第二固定部的强度和刚性, 横向加强部 大大提高第一固定部的强度和刚性, 使第一固定部承受很大的力时也不易变形, 避空孔 便于安装固定第一固定部和横梁腹板的紧固件。
作为方案一的改进, 梁插接头还包括连接第一固定部的一个侧面与梁柱连接件本体 的一个侧面的加强筋。 加强筋大大提高第一固定部的强度和刚性, 且结构简单, 安装固 定第一固定部和横梁腹板的紧固件方便。
作为方案一至五的共同改进, 立柱插接头包括容置立柱端部的横截面为闭环的容置 孔; 容置孔部分或全部成型在梁柱连接件本体内。 将立柱插入梁柱连接件内, 闭环结构 将立柱包起来, 在立柱受到风力、 地震等外力因素晃动时, 梁柱连接件不易变形、 开裂, 提高梁柱连接件的抗震能力和寿命。
作为方案一至五的共同改进, 立柱为 H型或工字型立柱, 立柱插接头包括还包括从 抵挡部垂直凸设、 与立柱的腹板固定、 置于容置孔内的第三固定部; 第三固定部与立柱 插接头相对两个内侧面的距离大于立柱翼板的厚度, 第三固定部的宽度小于立柱的两翼 板相对两个面之间的距离。 立柱端部的腹板与第三固定部连接固定, 翼板分别与立柱插 接头的侧壁连接固定, 从前后左右四个方向对立柱连接固定, 紧固件直接可将立柱与梁 柱连接件完全固定在一起, 不需点焊立柱与梁柱连接件之间也不会晃动, 连接非常稳固, 连接位置强度和刚性好。
作为方案一至五的共同改进, 柱插接头抵挡部为置于立柱插接头内的挡板, 结构简 单。
作为方案一至五的共同改进, 柱插接头抵挡部为置于立柱插接头内的抵挡筋。 抵挡 筋在竖直方向的宽度可以较大, 不会影响梁柱连接件的成型, 避免立柱插接头承受很大 的力时立柱抵挡部被立柱冲切变形, 可大大提高抵挡部对立柱的支撑效果。
作为方案一至五的共同改进, 梁柱连接件还包括设置在相邻的两个梁插接头间或设 置在相邻的梁插接头与立柱插接头间、 用来连接对角位置的梁柱连接件的 H型或工字型 加强梁的加强插接头; 加强插接头包括从梁柱连接件本体凸设、 直接支撑加强梁下翼板 的第二支撑部, 设置在第二支撑部上方、 沿垂直梁柱连接件本体与加强梁端部的接触面 凸设、 与加强梁的腹板固定的第四固定部; 第四固定部与第二支撑部之间的距离大于加 强梁翼板的厚度, 第四固定部的宽度小于加强梁两腹板相对两个面之间的距离。 加强接 头使梁和 /或柱首尾连接, 使建筑框架结构形成三角形的支撑单元, 从而稳定性最好, 且 加强梁的腹板和翼板均与加强插接头连接, 连接更稳固可靠。
作为方案一至五的共同改进, 梁柱连接件为顶层梁柱连接件, 立柱插接头为下立柱 插接头; 顶层梁柱连接件还包括与梁柱连接件本体一体成型的、 斜向上凸出梁柱连接件 本体的顶层斜上插接头; 顶层斜上插接头包括从梁柱连接件本体凸设、 直接支撑 H型或 工字型顶梁下翼板的第三支撑部, 位于第三支撑部上方、 沿垂直梁柱连接件本体与顶梁 端部的接触面凸设、 与顶梁的腹板固定的第五固定部; 第五固定部与第三支撑部之间的 距离大于顶梁翼板的厚度, 第五固定部的宽度小于顶梁两腹板相对两个面之间的距离。 通过顶梁与顶层斜上插接头、 顶层梁柱连接件连接, 形成斜屋顶框架。 通过顶层插接件, 顶梁挂接件的配合, 很方便在斜屋顶相邻的梁柱连接件之间增加顶梁, 满足安装的需要。 通过顶层挂接件, 顶梁挂接件的配合, 在斜屋顶相邻的梁柱连接件之间增加顶梁更方便。 顶梁的腹板和翼板均与顶层斜上插接头连接, 连接更稳固可靠。
作为方案一至五的共同改进, 梁柱连接件为顶层梁柱连接件, 立柱插接头为下立柱 插接头; 顶层梁柱连接件还包括从梁柱连接件本体的一个侧面或相背的两个侧面斜向下 凸出梁柱连接件本体的顶层斜下插接头; 在梁柱连接件本体垂直顶层斜下插接头的一个 侧面或相背的两个侧面上水平凸设有梁插接头; 顶层斜下插接头包括从梁柱连接件本体 凸设、 直接支撑 H型或工字型顶梁下翼板的第四支撑部, 位于第四支撑部上方、 沿垂直 梁柱连接件本体与顶梁端部的接触面凸设、 与顶梁的腹板固定的第六固定部; 第六固定 部与第四支撑部之间的距离大于顶梁翼板的厚度, 第六固定部的宽度小于顶梁两腹板相 对两个面之间的距离。 通过顶梁与顶层斜上插接头、 顶层梁柱连接件连接, 形成斜雨棚。 顶梁的腹板和翼板均与顶层斜下插接头连接, 连接更稳固可靠。
作为方案一至五的共同改进, 梁柱连接件为顶层梁柱连接件, 立柱插接头为下立柱 插接头或立柱插接头包括上立柱插接头和下立柱插接头, 在梁柱连接件本体背离梁插接 头的一个外侧面上或相邻的两个外侧面上或不设有梁插接头的相邻两个面的转角凸设有 水槽支撑部。 水槽支撑部上安装有水槽, 下雨时使屋顶上的水汇聚到水槽中再从设定的 位置流到地面或与槽连通的水管流到地面。
作为方案一至五的共同改进, 梁柱连接件还包括与梁柱连接件本体一体成型的、 在 不设有梁插接头的外侧面上或相邻的两个不设有梁插接头的外侧面的转角位置设有斜向 下或水平凸出梁柱连接件本体的连接梁插接头。通过在梁柱连接件上设有连接梁插接头, 与连接梁、 檐连接件或檐插接件、 边梁配合, 构成屋檐、 阳台等框架, 结构简单、 牢固, 安装方便、 省力。 在梁柱连接件本体设有连接臂, 在连接臂端部上设有边梁插接头, 构 成屋檐、 阳台等框架结构更简单、 更牢固, 安装更方便、 更省力。 在檐连接件上或檐插 接件上或连接臂上设有边立柱插接头, 可很方便的构成带护栏的阳台。
作为方案一至五的共同改进, 梁柱连接件还包括与梁柱连接件本体一体成型的、 在 不设有梁插接头的外侧面上或相邻的两个不设有梁插接头的外侧面的转角位置设有斜向 下或水平凸出梁柱连接件本体的连接臂, 在连接臂端部的一侧或相背的两个侧面上设有 连接 H型或工字型边梁的边梁插接头, 边梁插接头凸设梁柱连接件本体的方向与对应的 梁插接头凸设梁柱连接件本体的方向的朝向相同且平行; 在边梁插接头上设有直接支撑 边梁下翼板的第五支撑部, 在第五支撑部正上方、 沿连接臂水平凸设有与边梁的腹板固 定的第七固定部, 第七固定部与第五支撑部之间的距离大于边梁翼板的厚度, 第七固定 部的宽度小于边梁两腹板相对两个面之间的距离。
作为方案一至五的共同改进, 立柱插接头为两个, 包括上立柱插接头和下立柱插接 头; 在梁柱连接件本体垂直梁插接头的侧面上水平凸设有安装天车导轨的天车导轨支撑 接头。 天车导轨支撑接头用来支撑天车导轨, 天车导轨的现场安装简单, 天车导轨与立 柱间的连接受力好。
作为方案一至五的共同改进, 梁柱连接件为顶层梁柱连接件; 在梁柱连接件本体在 不设有梁插接头的外侧面上或相邻的两个不设有梁插接头的外侧面的转角位置设有水槽 支撑部, 在水槽支撑部的顶面沿竖直方向向上凸设有挡墙立柱插接头, 水槽支撑面位于 挡墙立柱插接头朝向梁柱连接件本体的一侧; 在挡墙立柱插接头的一侧、 或相背的两侧、 或相邻的两侧设有挡墙梁插接头, 挡墙梁插接头与梁插接头的朝向相同。
建筑框架结构, 包括垂直水平面的立柱、 与水平面平行的 H型或工字型横梁、 梁柱 连接件; 梁柱连接件包括一体成型的梁柱连接件本体, 需与垂直水平面方向的立柱端部 插接固定的立柱插接头, 直接支撑横梁、 沿水平方向凸出梁柱连接件本体的梁插接头; 梁插接头包括直接支撑横梁下翼板的第一支撑部, 设置在第一支撑部正上方、 沿梁柱连 接件本体侧面水平凸设、 与横梁的腹板固定的第一固定部; 横梁端部的下翼板置于第一 支撑部与第一固定部之间并通过紧固件或焊接与第一支撑部连接固定, 横梁端部的腹板 与第一固定部贴合并通过紧固件或焊接与第一固定部连接固定。
作为改进, 梁插接头还包括设置在第一固定部的正上方、 从梁柱连接件本体侧面水平凸 设、 与横梁上翼板配合并固定在一起的第二固定部; 横梁端部的上翼板置于第一固定部 与第二固定部之间并通过紧固件或焊接与第二固定部连接固定。
建筑框架结构的安装方法, 建筑框架结构包括垂直水平面的立柱、 与水平面平行的 H 型或工字型横梁、 梁柱连接件, 梁柱连接件包括一体成型的梁柱连接件本体, 需与垂 直水平面方向的立柱端部插接固定的立柱插接头, 直接支撑与水平面平行的 H型或工字 型横梁、 沿水平方向凸出梁柱连接件本体的梁插接头; 梁插接头包括直接支撑横梁下翼 板的第一支撑部, 设置在第一支撑部正上方、 沿梁柱连接件本体侧面水平凸设、 与横梁 的腹板固定的第一固定部; 安装方法包括:
安装横梁: 将横梁的端部插入梁柱连接件的梁插接头, 横梁端部的下翼板插入第一支撑 部与第一固定部之间并通过紧固件或焊接与第一支撑部连接固定, 横梁端部的腹板贴合 第一固定部并通过紧固件或焊接与第一固定部连接固定。
本发明除具有申请号为 201110114982.3全部优点外, 还具有以下优点: H型或 工字型横梁端部不需要加工, 横梁端部的腹板与第一固定部连接固定, 下翼板与第一支 撑部连接固定, 上翼板与第二固定部连接固定, 横梁与梁柱连接件的连接固定方便, 减 少安装时加工横梁的工序, 连接固定位置多, 连接节点稳固可靠, 连接位置强度和刚性 好, 可真正实现强节点、 弱钢构, 也就是说横梁、 立柱不需要特别大, 就可以使整个框 架结构的承受较大的外力, 节省材料, 降低建筑物自身重量。 可用紧固件直接可将横梁 与梁柱连接件完全固定在一起, 不需点焊立柱与梁柱连接件之间也不会晃动, 进一步减 少安装工序, 节约安装成本。 而且在框架结构受到风力、 地震等强力外力作用下, 在框 架结构摇晃时, 由于梁、 柱与梁柱连接件的连接节点非常牢固, 建筑物不容易遭到破坏, 大大提高抗震力。 建筑框架结构的安装方便, 工序少, 劳动强度低。
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图 1是本发明实施例 1的立体示意图。
图 2是本发明实施例 1从另一个方向投影的立体示意图。
图 3是本发明实施例 2的立体示意图。
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图 23是本发明实施例 22的立体示意图。
图 24是本发明实施例 23的立体示意图。
图 25是本发明实施例 24的立体示意图。
图 26是本发明实施例 25的立体示意图。
图 27是本发明实施例 26的立体示意图。
图 28是本发明实施例 27的立体示意图。
图 29是本发明实施例 28的立体示意图。
图 30是本发明实施例 29的立体示意图。
图 31是本发明实施例 30的立体示意图。
图 32是本发明实施例 31的立体示意图。
图 33是图 32的 I部放大示意图。
图 34是图 32的 II部放大示意图。
具体实施方式
实施例 1
如图 1、 图 2所示, 梁柱连接件, 为底层梁柱连接件, 包括一体成型的梁柱连接件本 体 1,一个需与垂直水平面方向的 H型钢立柱端部插接固定的上立柱插接头 2,两个直接 支撑与水平面平行的 H型钢横梁、 与横梁的端部连接固定的梁插接头 3、 梁插接头 4。
梁插接头 3包括从梁柱连接件本体 1侧面水平凸设、 直接支撑横梁下翼板的第一支 撑部 22,置于第一支撑部 22正上方、垂直梁柱连接件本体 1的侧面水平凸设有与横梁的 腹板固定的第一固定部 5,设置在第一固定部 5的正上方、沿梁柱连接件本体 1侧面水平 凸设与横梁上翼板配合并固定在一起的第二固定部 6; 连接在第一支撑部 22和第二固定 部 6间的竖向加强部 7,连接在第一固定部 5与竖向加强部 7的竖向中间位置的横向加强 部 8, 设置在竖向加强部 7上的水平方向的避空孔 9。
第一固定部 5与第一支撑部 22之间的竖向距离大于横梁下翼板的厚度,第一固定部 5 的竖向宽度小于横梁两翼板相对两个面之间的距离。 梁插接头 4 的结构与梁插接头 3 的结构相同。 相邻的梁插接头 3的第一支撑部 22与梁插接头 4的第一支撑部 10连接在 一起并凸出梁柱连接件本体 1,相邻的梁插接头 3的第二固定部 6与梁插接头 4的第二固 定部 11连接在一起并凸出梁柱连接件本体 1。
从梁柱连接件本体 1的顶面设有凸部 25。上立柱插接头 2包括成型在凸部 25和梁柱 连接件本体 1内容置立柱端部的容置孔。 在容置孔的底部设有抵挡立柱端部的挡板 12。 上立柱插接头 2还包括垂直挡板 12、 与立柱的腹板固定的第三固定部 13, 连接第三固定 部 13的一个侧面 16与上立柱插接头 2的一个侧面 17的加强筋, 设置在第三固定部 13 的侧面 16上、 靠近第三固定部 13的两端的加强筋 19、 加强筋 20。 第三固定部 13与上 立柱插接头 2相对内侧面 14、 内侧面 15的距离大于立柱翼板的厚度, 第三固定部 13的 宽度小于立柱的两翼板相对两个面之间的距离。 在第二固定部 6的顶面上设有与梁柱连 接件本体 1连接的加强筋 23。在上立柱插接头 2与加强筋 18连接的侧面上设有开口朝向 水平方向的避空孔 24。
在梁柱连接件本体 1的底部设有下凸部 21。 梁柱连接件由砂型模铸造成型。
实施例 2
如图 3所示, 与实施例 1不同的是, 梁插接头为三个, 即梁插接头 30、梁插接头 31、 梁插接头 32, 梁插接头 30、 梁插接头 31、 梁插接头 32相互垂直, 成 T字形。 在容置孔 33相对的两个内侧面上对应位置水平凸设有两排抵挡立柱端部的断开的抵挡筋 34,在容 置孔 33相对的两个内侧面中间位置连接有抵挡筋 35。上立柱插接头包括垂直抵挡筋 35、 与立柱的腹板固定的第三固定部 36,连接第三固定部 36的一个侧面 39与容置孔 33的一 个侧面 40的加强筋 41, 设置在第三固定部 36的侧面 42上、 靠近第三固定部 36的两端 的加强筋 43、 加强筋 44。 第三固定部 36与容置孔 33相对内侧面 37、 内侧面 38的距离 大于立柱翼板的厚度, 第三固定部 36的宽度小于立柱的两翼板相对两个面之间的距离。 在容置孔 33与加强筋 41连接的侧面上设有开口朝向水平方向的避空孔 45。
实施例 3
如图 4所示, 梁柱连接件, 为底层梁柱连接件, 包括一体成型的梁柱连接件本体 50, 一个需与垂直水平面方向的立柱端部插接固定的上立柱插接头 51, 四个成十字形直接支 撑与水平面平行的横梁、 与横梁的端部连接固定的梁插接头 52、 梁插接头 53、 梁插接头 54、 梁插接头 55。 梁柱连接件本体 50的底面为一平面。 上立柱插接头 51结构与实施例 1 中的上立柱插接头结构相同, 四个梁插接头的结构与实施例 1 中的梁插接头的结构相 同。
实施例 4
如图 5所示, 梁柱连接件, 包括一体成型的梁柱连接件本体 60, 下立柱插接头 61 和上立柱插接头 62, 两个相互垂直、 直接支撑与水平面平行的 H型钢横梁、 与横梁的端 部连接固定的梁插接头 63、 梁插接头 64。
在梁柱连接件本体 60的顶面和底面对称延伸设有与方形凸部 65对称的方形凸部 65 上立柱插接头 62和下立柱插接头 61包括成型在方形凸部 65和梁柱连接件本体 60内容 置立柱端部的容置孔 66。 在容置孔的中间位置设有抵挡立柱端部的挡板 67。
上立柱插接头 62、 梁插接头 63、 梁插接头 64的结构与实施例 1相同。 下立柱插接 头 61和上立柱插接头 62关于其中心位置水平面对称。
实施例 5
如图 6所示, 与实施例 4不同的是, 梁插接头为三个, 即梁插接头 70、 梁插接头 71、 梁插接头 72, 梁插接头 70、 梁插接头 71、 梁插接头 72相互垂直, 成 T字形。
实施例 6
如图 7所示, 与实施例 4不同的是, 梁插接头为四个, 即梁插接头 75、 梁插接头 76、 梁插接头 77、 梁插接头 78, 梁插接头 75、 梁插接头 76、 梁插接头 77、 梁插接头 78 相互垂直, 成十字形。
实施例 7
如图 8所示, 与实施例 6不同的是, 梁柱连接件还包括设置在相邻的梁插接头与立 柱插接头中间位置与水平方向成 45 ° 方向凸设有用来连接对角位置的梁柱连接件的加强 插接头 80、 加强插接头 81、 加强插接头 82、 加强插接头 85。 加强插接头 80、 加强插接 头 81、 加强插接头 82、 加强插接头 85的结构与的梁插接头的结构相同。
实施例 8
如图 9所示, 梁柱连接件为顶层梁柱连接件, 包括一体成型的梁柱连接件本体 90, 一个下立柱插接头 91, 一个梁插接头 92, 一个顶层斜上插接头 93。 下立柱插接头 91、 梁插接头 92的结构与实施例 4相同。
在梁柱连接件本体 90设有斜向上的弯折部 94。 顶层斜上插接头 93垂直弯折部 94 的端面斜向上凸设。 顶层斜上插接头 93的结构与梁插接头 92的结构相同。
实施例 9
如图 10所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 100, 一个下立柱插接头 101, 一个梁插接头 102, 两个关于顶层梁柱连接件中心对称的顶层斜 下插接头 103、 顶层斜下插接头 104。 下立柱插接头 101、 梁插接头 102的结构与实施例 4相同。
在梁柱连接件本体 100上设有两个关于顶层梁柱连接件本体中心对称、 朝下的抵挡 顶梁端面的顶梁端面抵挡面 105。 每个顶层斜下插接头垂直顶梁端面抵挡面 105 向下凸 设, 其结构与梁插接头的结构相同。
实施例 10
如图 11所示, 与实施例 9不同的是, 梁插接头为二个, 即梁插接头 106、 梁插接头 107, 梁插接头 106、 梁插接头 107成一字形, 对称分布在顶层斜下插接头的两侧。
实施例 11
如图 12所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 110, 一个下立柱插接头 111, 一个梁插接头 112, 一个顶层斜下支撑接头 113。 在梁柱连接件 本体 110的一侧设有斜向下的凸出部 114。顶层斜下支撑接头 113垂直凸出部 114的端面 向下凸设。
下立柱插接头 111、梁插接头 112与实施例 4相同。顶层斜下支撑接头 113的结构与 梁插接头 112的结构相同。
实施例 12
如图 13所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 120, 下立柱插接头 121, 两个相互垂直、 直接支撑与水平面平行的 H型钢横梁、 与横梁的端 部连接固定的梁插接头 122、梁插接头 123。 下立柱插接头 121的结构与实施例 4中的下 立柱插接头的结构相同。梁插接头 122、梁插接头 123与实施例 4中的梁插接头的结构相 同。
在梁柱连接件本体 120背离梁插接头 122的外侧面 124上凸设有独立的水槽支撑部 125,在梁柱连接件本体 120背离梁插接头 123的外侧面 126上凸设有独立的水槽支撑部 127, 在水槽支撑部 125远离梁柱连接件本体 120的一侧向上延伸设有抵挡部 128, 在水 槽支撑部 127远离梁柱连接件本体 120的一侧向上延伸设有抵挡部 129。
实施例 13
如图 14所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 130, 下立柱插接头 131, 挡墙立柱插接头 132, 三个相互垂直成 T字形、 直接支撑与水平面平 行的 H型钢横梁、与横梁的端部连接固定的梁插接头 133、梁插接头 134、梁插接头 135。 下立柱插接头 131的结构与实施例 4中的下立柱插接头的结构相同。梁插接头 133、梁插 接头 134、梁插接头 135与实施例 4中的梁插接头的结构相同。挡墙立柱立柱插接头 132 与下立柱插接头 131关于其中心位置的水平面对称。
在梁柱连接件本体 130背离梁插接头 134的外侧面 136上凸设有独立的水槽支撑部 137, 在水槽支撑部 137远离梁柱连接件本体 130的一侧向上延伸设有抵挡部 138。
实施例 14
如图 15所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 140, 下立柱插接头 141, 挡墙立柱插接头 142, 两个相互垂直成、 直接支撑与水平面平行的 H 型钢横梁、 与横梁的端部连接固定的梁插接头 143、 梁插接头 144。 下立柱插接头 141的 结构与实施例 4中的下立柱插接头的结构相同。梁插接头 143、梁插接头 144与实施例 4 中的梁插接头的结构相同。 挡墙立柱立柱插接头 142与下立柱插接头 141关于其中心位 置的水平面对称。
在梁柱连接件本体 140背离梁插接头 143的外侧面 145、背离梁插接头梁插接头 144 的两个相邻的外侧面 146上凸设有连成一体的水槽支撑部 147,在水槽支撑部 147远离梁 插接头 143的一侧向上延伸设有抵挡部 148,在水槽支撑部 147远离梁插接头 144的一侧 向上延伸设有抵挡部 149, 在水槽支撑部 147上设有下水通孔 150。
实施例 15
如图 16所示, 与实施例 14不同的是, 在水槽支撑部 160远离梁柱连接件本体 161 的转角位置竖直向上凸设有凸出部 162, 在凸出部 162相邻的两侧凸设有挡墙梁插接头 163、挡墙梁插接头 164, 在凸出部 162的内设有挡墙立柱插接头 165。挡墙梁插接头 163 与梁插接头 166平行且朝向相同, 挡墙梁插接头 164与梁插接头 167平行且朝向相同。 挡墙立柱插接头 165与实施例 4的上立柱插接头结构相同。 挡墙梁插接头 163包括从凸 出部 162水平凸设的与 H型钢挡梁的腹板固定的竖向的固定部 168, 位于固定部 168上 方从凸出部 162水平凸设的与 H型钢挡梁的上翼板固定的水平方向的固定部 169, 连接 固定部 169与水槽支撑部 160的竖向的加强部 170,连接加强部 170与固定部 168的水平 方向的加强部 171。 挡墙梁插接头 164的结构与挡墙梁插接头 163的结构相同。
实施例 16
如图 17所示, 与实施例 4不同的是, 梁柱连接件还包括从背离梁插接头 180的外侧 面 181水平凸设的一个连接梁插接头 182;连接梁插接头 182为从外侧面 181沿水平方向 延伸的方管形凸部。
实施例 17
如图 18所示, 与实施例 5不同的是, 梁柱连接件还包括一个连接梁插接头 190。 在 梁柱连接件本体 191背离梁插接头 192的外侧面上斜向下设有凸出部 193。连接梁插接头 190直凸出部 193的底面斜向下凸设。 连接梁插接头 190与梁插接头 192的结构相同。 实施例 18
如图 19所示, 与实施例 4不同的是, 梁柱连接件还包括一个连接梁插接头 200。 在 梁柱连接件本体 201不设有梁插接头相邻的两个外侧面 202、外侧面 203的转角位置斜向 下设有凸出部 204。连接梁插接头 200垂直凸出部 204的底面斜向下凸设。连接梁插接头 200与梁插接头 205的结构相同。
实施例 19 如图 20所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 210, 下立柱插接头 211, 两个相互垂直、 直接支撑与水平面平行的 H型钢横梁、 与横梁的端 部连接固定的梁插接头 212、 梁插接头 213。
下立柱插接头 211与实施例 4的下立柱插接头结构相同。 梁插接头 212、 梁插接头 213与实施例 4的梁插接头结构相同。
实施例 20
如图 21所示, 与实施例 19不同的是, 梁插接头为三个, 即梁插接头 215、 梁插接 头 216、 梁插接头 217, 梁插接头 215、 梁插接头 216、 梁插接头 217相互垂直, 成 T字 形。
实施例 21
如图 22所示, 与实施例 19不同的是, 梁插接头为四个, 即梁插接头 220、梁插接头 221、 梁插接头 222、 梁插接头 223, 梁插接头 220、 梁插接头 221、 梁插接头 222、 梁插 接头 223相互垂直, 成十字形。
实施例 22
如图 23所示, 与实施例 19不同的是, 梁柱连接件还包括与梁柱连接件本体 235— 体成型的、在梁柱连接件本体 235背离梁插接头 236、梁插接头 237的两个相邻外侧面的 转角位置设有斜向下再竖直向下凸出梁柱连接件本体 235 的连接臂 238, 在连接臂 238 的竖直端部 239的两侧均设有边梁插接头 240、边梁插接头 241, 边梁插接头 240与梁插 接头 236同向且平行, 边梁插接头 241与梁插接头 237同向且平行。 边梁插接头 240的 结构与梁插接头 236结构相同。 边梁插接头 241的结构与梁插接头 237结构相同。
实施例 23
如图 24所示, 与实施例 19不同的是, 梁柱连接件还包括与梁柱连接件本体 245— 体成型的、 在梁柱连接件本体 245背离梁插接头 246的一个外侧面上设有斜向下再竖直 向下凸出梁柱连接件本体 245的连接臂 247,在连接臂 247的竖直端部 248的一侧设有边 梁插接头 249,边梁插接头 249与梁插接 250的同向且平行。边梁插接头 250的结构与梁 插接头 246结构相同。
实施例 24
如图 25所示, 与实施例 20不同的是, 梁柱连接件还包括与梁柱连接件本体 263— 体成型的、 在梁柱连接件本体 263背离梁插接头 264的外侧面上水平凸出梁柱连接件本 体 263的连接臂 265, 在靠近连接臂 265端部的两侧分别设有边梁插接头 266、边梁插接 头 267, 边梁插接头 266与梁插接头 268同向且平行, 边梁插接头 267与梁插接头 269 同向且平行。 边梁插接头 266的结构与梁插接头 268的结构相同, 边梁插接头 267的结 构与梁插接头 269的结构相同。
实施例 25
如图 26所示, 梁柱连接件包括一体成型的梁柱连接件本体 271, 一个上立柱插接头 272, 一个下立柱插接头 273, 设置在梁柱连接件本体 271相背两侧的两个关于梁柱连接 件本体 271中心对称的梁插接头 274、梁插接头 275, 与垂直梁插接头 274垂直的梁柱连 接件本体相背的两个侧面上水平凸设有安装天车导轨的天车导轨支撑接头 276、天车导轨 支撑接头 277。 上立柱插接头 272的结构结构与实施例 4中的上立柱插接头的结构相同, 下立柱插接头 273结构与实施例 4的下立柱插接头的结构相同。梁插接头 274、梁插接头 275的结构与实施例 4的梁插接头的结构相同。天车导轨支撑接头 276包括从梁柱连接件 本体 271—侧水平凸出的凸部 278,在凸部 278的下方设有斜面 279,凸部 278的顶面 280 为支撑横梁水平面, 在凸部 278的顶面 280远离梁柱连接件本体 271的一侧设有限位凸 部 281。 凸部 278凸设梁柱连接件本体 271 的方向与为天车导轨的横梁垂直。 限位凸部 281与为天车导轨的横梁平行。天车导轨支撑接头 277与天车导轨支撑接头 276关于其中 心位置的竖直面对称。
实施例 26
如图 27所示, 梁柱连接件, 为中间层梁柱连接件, 包括一体成型的梁柱连接件本体 281, 一个需与垂直水平面方向的 H型钢立柱端部插接固定的上立柱插接头 282, 一个需 与垂直水平面方向的 H型钢立柱端部插接固定的下立柱插接头 283, 四个直接支撑与水 平面平行的 H型钢横梁、与横梁的端部连接固定的梁插接头 284、梁插接头 285、梁插接 头 286、 梁插接头 287。
梁插接头 284包括从梁柱连接件本体 281的侧面水平凸设直接支撑横梁下翼板的第 一支撑部 288, 置于第一支撑部 288正上方、垂直梁柱连接件本体 281的侧面、与横梁的 腹板固定的第一固定部 289, 置于第一固定部 289 的正上方、 垂直梁柱连接件本体 281 侧面延伸设有与横梁上翼板配合并固定在一起的第二固定部 290,设置在第一固定部的一 个侧面上、与梁柱连接件本体 281的侧面连接的加强筋 291。第一固定部 289与第一支撑 部 288之间的距离大于横梁翼板的厚度, 第一固定部 289的宽度小于横梁两翼板相对两 个面之间的距离; 梁插接头 285、 梁插接头 286、 梁插接头 287的结构与梁插接头 284的 结构相同。 相邻的梁插接头的第一支撑部 288通过圆弧过渡连接在一起并凸出梁柱连接 件本体 281,相邻的梁插接头的第二固定部 290通过圆弧固定连接在一起并凸出梁柱连接 件本体 281。
在梁柱连接件本体 281 内设有抵挡 H型钢上立柱和下立柱端部的挡板 292。 上立柱 插接头 282和下立柱插接头 283成型在梁柱连接件本体 281内并被挡板 292隔开。 上立 柱插接头包括成型在梁柱连接件本体 281内与上立柱的外周配合的方形凹腔 293,垂直挡 板 292的顶面延伸设有与立柱的腹板固定的第三固定部 294,连接第三固定部 294的一个 侧面 295与上立柱插接头 282的一个侧面 296的加强筋 297,连接挡板 292顶面和第三固 定部 294的侧面 298、 并靠近第三固定部 294的两端的加强筋 299、 加强筋 300。 第三固 定部 294与上立柱插接头 282相对内侧面 301、 内侧面 302的距离大于立柱翼板的厚度, 第三固定部 294的宽度小于立柱的两翼板相对两个面之间的距离。 在挡板 292上设有减 少梁柱连接件重量的通孔 303、 通孔 304、 通孔 305。
实施例 27
如图 28所示, 梁柱连接件, 为中间层梁柱连接件, 包括一体成型的梁柱连接件本体 311 , 一个需与垂直水平面方向的 H型钢立柱端部插接固定的上立柱插接头 312, 一个需 与垂直水平面方向的 H型钢立柱端部插接固定的下立柱插接头 313, 三个成 T字形、 直 接支撑与水平面平行的 H型钢横梁、 与横梁的端部连接固定的梁插接头 314、 梁插接头 315、 梁插接头 316。
梁插接头 314、梁插接头 315、梁插接头 316的结构与实施例 4的梁插接头的结构相 同。相邻的梁插接头的第一支撑部 317连接在一起并凸出梁柱连接件本体 311,相邻的梁 插接头的第二固定部 318连接在一起并凸出梁柱连接件本体 311。
上立柱插接头 312和下立柱插接头 313包括成型在梁柱连接件本体 311 内与上立柱 和下立柱的外周配合的方形方通孔 319。在方通孔 319相对的两个内侧面上设有多个置于 同一水平面、 抵挡 H型钢上立柱和下立柱端部的抵挡筋 320。 实施例 28
如图 29所示, 与实施例 5不同的是, 在梁柱连接件本体 330的上方和下方对称设有 圆柱形凸部 331。上立柱插接头 333和下立柱插接头 334包括成型在圆柱形凸部 331和梁 柱连接件本 330内的圆通孔 335。在圆通孔 335内设有抵挡上立柱和下立柱端部的挡板(未 示出)。
实施例 29
如图 30所示,梁柱连接件为顶层梁柱连接件,包括一体成型的梁柱连接件本体 341, 一个下立柱插接头 342, 三个成 T字形的梁插接头 343、 梁插接头 344、 梁插接头 345, 一个顶层斜上插接头 346。 下立柱插接头 342、 梁插接头 343的结构与实施例 4相同。
在梁插接头 344的正上方、沿梁柱连接件本体 341斜向上设有弯折部 347。顶层斜上 插接头 346垂直弯折部 347的端面斜向上凸设。 顶层斜上插接头 346的结构与梁插接头 343的结构相同。
在梁柱连接件本体 341背离梁插接头 344的外侧面上凸设有水槽支撑部 348,在水槽 支撑部 348远离梁柱连接件本体 341 的一侧竖直向上凸设有凸出部 349, 在凸出部 349 相背的两侧凸设有挡墙梁插接头 350、挡墙梁插接头 351, 在凸出部 349的内设有挡墙立 柱插接头 352。挡墙梁插接头 350与梁插接头 343平行且朝向、结构相同, 挡墙梁插接头 351与梁插接头 345、 结构平行且朝向相同。挡墙立柱插接头 352与实施例 4的上立柱插 接头结构相同。
实施例 30
如图 31所示, 梁柱连接件, 为顶层梁柱连接件, 包括一体成型的八角形的梁柱连接 件本体 361, 一个需与垂直水平面方向的立柱上端端部插接固定的下立柱插接头 (未示 出), 分别分布在梁柱连接件本体 361相隔的两个侧面上、 四个成十字形直接支撑与水平 面平行的横梁、 与横梁的端部连接固定的梁插接头 362、 梁插接头 363、 梁插接头 364、 梁插接头 365。下立柱插接头结构与实施例 4中的下立柱插接头结构相同,梁插接头的结 构与实施例 4中的梁插接头的结构相同。
还包括分别设置在梁柱连接件本体 361 不设有梁插接头的四个面上的加强插接头
366、 加强插接头 367、 加强插接头 368、 加强插接头 369。 加强插接头 366、 加强插接头
367、 加强插接头 368、 加强插接头 369的结构与的梁插接头的结构相同。
实施例 30
如图 32至图 33所示, 建筑框架结构, 包括沿矩形的四个对角位置按逆时针分布且 两两对称的底层梁柱连接件 400、 底层梁柱连接件 401、 底层梁柱连接件 402、 底层梁柱 连接件 403。
底层梁柱连接件 400的结构与实施例 1相同。 底层梁柱连接件 401与底层梁柱连接 件 400关于其中心位置的水平面对称。底层梁柱连接件 403、底层梁柱连接件 402分别与 底层梁柱连接件 400、 底层梁柱连接件 401关于其中心位置的水平面一一对称。
还包括两端分别安装在底层梁柱连接件 400、底层梁柱连接件 401相对的两个梁插接头上 的 H型钢横梁 404。 横梁 404—端的端部的下翼板 405置于底层梁柱连接件 400的第一 支撑部 406与第一固定部 407之间并通过紧固件 408与第一支撑部 406连接固定, 腹板 409通过紧固件 410与第一固定部 407连接固定, 上翼板 411置于底层梁柱连接件 400 的第一固定部 407与第二固定部 412之间并通过紧固件 413与第二固定部 412连接固定; 横梁 404另一端的端部的下翼板 405置于底层梁柱连接件 401的第一支撑部 414与第一 固定部 (未示出) 之间并通过紧固件 416与第一支撑部 414连接固定, 腹板 409通过紧 固件未示出) 与第一固定部 (未示出) 连接固定, 上翼板 411 置于底层梁柱连接件 401 的第一固定部与第二固定部 418之间并通过紧固件 419与第二固定部 418连接固定。 还 包括用同样的方法将两端分别安装在底层梁柱连接件 401、底层梁柱连接件 402相对的两 个梁插接头上的 H型钢横梁 420,两端分别安装在底层梁柱连接件 402、底层梁柱连接件 403相对的两个梁插接头上的 H型钢横梁 421, 两端分别安装在底层梁柱连接件 403、底 层梁柱连接件 400相对的两个梁插接头上的 H型钢横梁 422。
还包括插接在底层梁柱连接件 400头的上立柱插接头上的立柱 423。立柱 423下端端 面支撑在底层梁柱连接件 400的挡板 424上, 左翼板 425置于第三固定部 426和方容置 孔 427的左侧面之间并通过紧固件 (未示出) 与方容置孔 427的左侧连接固定, 右翼板 430置于第三固定部 426和方容置孔 427的右侧面之间并通过紧固件 429与方容置孔 427 的右侧连接固定, 腹板 (未示出) 通过紧固件 (未示出) 与第三固定部 (未示出) 连接 固定; 还包括用同样的方法插接固定在底层梁柱连接件 401、 底层梁柱连接件 402、 底层 梁柱连接件 403的上立柱插接头上的立柱 431、 立柱 432、 立柱 433。
还包括下立柱插接头分别插接固定在立柱 423、 立柱 431、 立柱 432、 立柱 433的梁 柱连接件 434、 梁柱连接件 435、 梁柱连接件 436、 梁柱连接件 437。 梁柱连接件 434的 结构与实施例 20相同。梁柱连接件 435与梁柱连接件 434关于其中心位置的水平面对称。 梁柱连接件 437、梁柱连接件 436分别与梁柱连接件 434、梁柱连接件 435关于其连线中 心位置的水平面一一对称。
还包括两端分别安装在梁柱连接件 434、梁柱连接件 435相对的两个梁插接头上的横 梁 438, 两端分别安装在梁柱连接件 435、梁柱连接件 436相对的两个梁插接头上的横梁 439,两端分别安装在梁柱连接件 436、梁柱连接件 437相对的两个梁插接头上的横梁 440, 两端分别安装在梁柱连接件 437、 梁柱连接件 434相对的两个梁插接头上的横梁 441。 安装方法包括:
安装底层梁柱连接件:将底层梁柱连接件 400、底层梁柱连接件 401、底层梁柱连接件 402、 底层梁柱连接件 403固定在底面设定位置。
安装横梁: 将横梁 404的一端部插入底层梁柱连接件 400的梁插接头, 将横梁 404的另 一端部插入底层梁柱连接件 401的梁插接头; 横梁 404—端端部的下翼板 405插入第一 支撑部 406与第一固定部 407之间并通过紧固件 408与第一支撑部 406连接固定, 腹板 409贴合第一固定部 407并通过紧固件 410与第一固定部 407连接固定,上翼板 411插入 第一固定部 407与第二固定部 412之间并通过紧固件 413与第二固定部 412连接固定; 横梁 404另一端端部的下翼板 405插入第一支撑部 414与第一固定部 (未示出) 间并通 过紧固件 416与第一支撑部 414连接固定, 腹板 409贴合第一固定部并通过紧固件 (未 示出) 与第一固定部连接固定; 上翼板 411插入第一固定部 415与第二固定部 418之间 并通过紧固件 419与第二固定部 418连接固定。 用同样的方法将 H型钢横梁 420的两端 分别连接固定在底层梁柱连接件 401、底层梁柱连接件 402相对的两个梁插接头上,将 H 型钢横梁 421两端分别连接固定在底层梁柱连接件 402、底层梁柱连接件 403相对的两个 梁插接头上的, 将 H型钢横梁 422的两端分别连接固定在底层梁柱连接件 403、 底层梁 柱连接件 400相对的两个梁插接头上。
安装立柱:将 H型钢立柱 423插接在底层梁柱连接件 400头的上立柱插接头上;立柱 423 下端端面支撑在底层梁柱连接件 400的挡板 424上, 左翼板 425插入第三固定部 426和 方容置孔 427的左侧面之间并通过紧固件 428与方容置孔 427的左侧连接固定, 右翼板 插入第三固定部 426和方容置孔 427的右侧面之间并通过紧固件 429与方容置孔 427的 右侧连接固定, 腹板 430与第三固定部 426贴合通过紧固件 431与第三固定部 426连接 固定; 还包括用同样的方法插接固定在底层梁柱连接件 401、 底层梁柱连接件 402、 底层 梁柱连接件 403的上立柱插接头上的立柱 431、 立柱 432、 立柱 433。
安装中间层连接件: 将梁柱连接件 434、 梁柱连接件 435、 梁柱连接件 436、 梁柱连接件 437的下立柱插接头分别插接固定在立柱 423、 立柱 431、 立柱 432、 立柱 433上。
安装横梁:将横梁 438两端分别插接固定在梁柱连接件 434、梁柱连接件 435相对的两个 梁插接头上,将横梁 439两端分别插接固定在梁柱连接件 435、梁柱连接件 436相对的两 个梁插接头上,将横梁 440两端分别插接固定在梁柱连接件 436、梁柱连接件 437相对的 两个梁插接头上,将横梁 441两端分别插接固定在梁柱连接件 437、梁柱连接件 434相对 的两个梁插接头上的。
实施例 32
如图 32至图 33所示, 建筑框架结构, 与实施例 30不同的是,
H型钢横梁 404两端分别与底层梁柱连接件 400、底层梁柱连接件 401的相对的梁插 接头插件连接在一起并通过焊接固定。 H型钢横梁 420的两端分别与底层梁柱连接件 401、 底层梁柱连接件 402相对的梁插接头插件连接在一起并通过焊接固定, H型钢横梁 421 的两端分别与在底层梁柱连接件 402、底层梁柱连接件 403相对的梁插接头插件连接在一 起并通过焊接固定, H型钢横梁 422的两端分别安装在底层梁柱连接件 403、底层梁柱连 接件 400相对的梁插接头插件连接在一起并通过焊接固定。
立柱 423、 立柱 431、 立柱 432、 立柱 433的下端分别与底层梁柱连接件 400底层梁 柱连接件 401、底层梁柱连接件 402、底层梁柱连接件 403的上立柱插接头插件连接在一 起并通过焊接固定。
梁柱连接件 434、 梁柱连接件 435、 梁柱连接件 436、 梁柱连接件 437的下立柱插接 头分别插接连接在立柱 423、 立柱 431、 立柱 432、 立柱 433上并通过焊接固定在一起。
横梁 438的两端分别插接连接在梁柱连接件 434、梁柱连接件 435相对的两个梁插接 头上并通过焊接固定, 横梁 439的两端分别插接连接在梁柱连接件 435、梁柱连接件 436 相对的两个梁插接头上并通过焊接固定, 横梁 440 的两端分别插接连接在梁柱连接件 436、梁柱连接件 437相对的两个梁插接头上并通过焊接固定, 横梁 441两端分别插接连 接在梁柱连接件 437、 梁柱连接件 434相对的两个梁插接头上并通过焊接固定。

Claims

权 利 要 求 书
1、 一种梁柱连接件, 其特征在于: 包括一体成型的梁柱连接件本体, 需与垂直 水平面方向的立柱端部插接固定的立柱插接头, 直接支撑与水平面平行的 H型 或工字型横梁、沿水平方向凸出梁柱连接件本体的梁插接头; 梁插接头包括直接 支撑横梁下翼板的第一支撑部, 设置在第一支撑部正上方、沿梁柱连接件本体侧 面水平凸设、与横梁的腹板固定的第一固定部; 第一固定部与第一支撑部之间竖 直方向的距离大于横梁下翼板的厚度,第一固定部竖直方向的宽度小于横梁两翼 板相对两个面之间的距离; 还设有抵挡立柱端部的抵挡部。
2、 如权利要求 1所述的一种梁柱连接件, 其特征在于: 梁插接头还包括设置在 第一固定部的正上方、从梁柱连接件本体侧面水平凸设、与横梁上翼板配合并固 定在一起的第二固定部;第一固定部与第二固定部之间竖直方向的距离大于横梁 上翼板的厚度。
3、 如权利要求 1所述的一种梁柱连接件, 其特征在于: 梁插接头为两个以上, 相邻两个梁插接头的第一支撑部连接在一起并凸出梁柱连接件本体。
4、 如权利要求 1所述的一种梁柱连接件, 其特征在于: 梁插接头还包括连接第 一支撑部和第二固定部的竖向加强部,连接第一固定部与竖向加强部的横向加强 部, 设置在竖向加强部上、 开口为水平方向的避空孔。
5、 如权利要求 1所述的一种梁柱连接件, 其特征在于: 梁插接头还包括连接第 一固定部的一个侧面与梁柱连接件本体的一个侧面的加强筋。
6、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 立柱插接 头包括容置立柱端部的横截面为闭环的容置孔;容置孔部分或全部成型在梁柱连 接件本体内。
7、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 立柱为 H 型或工字型立柱,立柱插接头包括还包括从抵挡部垂直凸设、与立柱的腹板固定、 置于容置孔内的第三固定部;第三固定部与立柱插接头相对两个内侧面的距离大 于立柱翼板的厚度, 第三固定部的宽度小于立柱的两翼板相对两个面之间的距 离。
8、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 柱插接头 抵挡部为置于立柱插接头内的挡板。
9、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 柱插接头 抵挡部为置于立柱插接头内的抵挡筋。
10、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件还包括设置在相邻的两个梁插接头间或设置在相邻的梁插接头与立柱插接头 间、 用来连接对角位置的梁柱连接件的 H型或工字型加强梁的加强插接头; 加 强插接头包括从梁柱连接件本体凸设、直接支撑加强梁下翼板的第二支撑部, 设 置在第二支撑部上方、沿垂直梁柱连接件本体与加强梁端部的接触面凸设、与加 强梁的腹板固定的第四固定部;第四固定部与第二支撑部之间的距离大于加强梁 翼板的厚度, 第四固定部的宽度小于加强梁两腹板相对两个面之间的距离。
11、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件为顶层梁柱连接件,立柱插接头为下立柱插接头; 顶层梁柱连接件还包括与梁 柱连接件本体一体成型的、斜向上凸出梁柱连接件本体的顶层斜上插接头; 顶层 斜上插接头包括从梁柱连接件本体凸设、 直接支撑 H型或工字型顶梁下翼板的 第三支撑部,位于第三支撑部上方、沿垂直梁柱连接件本体与顶梁端部的接触面 凸设、与顶梁的腹板固定的第五固定部; 第五固定部与第三支撑部之间的距离大 于顶梁翼板的厚度, 第五固定部的宽度小于顶梁两腹板相对两个面之间的距离。
12、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件为顶层梁柱连接件,立柱插接头为下立柱插接头; 顶层梁柱连接件还包括从梁 柱连接件本体的一个侧面或相背的两个侧面斜向下凸出梁柱连接件本体的顶层 斜下插接头;在梁柱连接件本体垂直顶层斜下插接头的一个侧面或相背的两个侧 面上水平凸设有所述的梁插接头; 顶层斜下插接头包括从梁柱连接件本体凸设、 直接支撑 H型或工字型顶梁下翼板的第四支撑部, 位于第四支撑部上方、 沿垂 直梁柱连接件本体与顶梁端部的接触面凸设、 与顶梁的腹板固定的第六固定部; 第六固定部与第四支撑部之间的距离大于顶梁翼板的厚度,第六固定部的宽度小 于顶梁两腹板相对两个面之间的距离。
13、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件为顶层梁柱连接件,立柱插接头为下立柱插接头或立柱插接头包括上立柱插接 头和下立柱插接头,在梁柱连接件本体背离梁插接头的一个外侧面上或相邻的两 个外侧面上或不设有梁插接头的相邻两个面的转角凸设有水槽支撑部。
14、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件还包括与梁柱连接件本体一体成型的、在不设有梁插接头的外侧面上或相邻的 两个不设有梁插接头的外侧面的转角位置设有斜向下或水平凸出梁柱连接件本 体的连接梁插接头。
15、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件还包括与梁柱连接件本体一体成型的、在不设有梁插接头的外侧面上或相邻的 两个不设有梁插接头的外侧面的转角位置设有斜向下或水平凸出梁柱连接件本 体的连接臂, 在连接臂端部的一侧或相背的两个侧面上设有连接 H型或工字型 边梁的边梁插接头,边梁插接头凸设梁柱连接件本体的方向与对应的梁插接头凸 设梁柱连接件本体的方向的朝向相同且平行;在边梁插接头上设有直接支撑边梁 下翼板的第五支撑部,在第五支撑部正上方、沿连接臂水平凸设有与边梁的腹板 固定的第七固定部, 第七固定部与第五支撑部之间的距离大于边梁翼板的厚度, 第七固定部的宽度小于边梁两腹板相对两个面之间的距离。
16、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 立柱插接 头为两个,包括上立柱插接头和下立柱插接头; 在梁柱连接件本体垂直梁插接头 的侧面上水平凸设有安装天车导轨的天车导轨支撑接头。
17、 如权利要求 1至 5任意一项所述的一种梁柱连接件, 其特征在于: 梁柱连接 件为顶层梁柱连接件;在梁柱连接件本体在不设有梁插接头的外侧面上或相邻的 两个不设有梁插接头的外侧面的转角位置设有水槽支撑部,在水槽支撑部的顶面 沿竖直方向向上凸设有挡墙立柱插接头,水槽支撑面位于挡墙立柱插接头朝向梁 柱连接件本体的一侧; 在挡墙立柱插接头的一侧、或相背的两侧、 或相邻的两侧 设有挡墙梁插接头, 挡墙梁插接头与梁插接头的朝向相同。
18、 建筑框架结构, 包括垂直水平面的立柱、 与水平面平行的 H型或工字型横 梁、 梁柱连接件, 其特征在于: 梁柱连接件包括一体成型的梁柱连接件本体, 需 与垂直水平面方向的立柱端部插接固定的立柱插接头, 直接支撑横梁、沿水平方 向凸出梁柱连接件本体的梁插接头;梁插接头包括直接支撑横梁下翼板的第一支 撑部, 设置在第一支撑部正上方、沿梁柱连接件本体侧面水平凸设、 与横梁的腹 板固定的第一固定部;横梁端部的下翼板置于第一支撑部与第一固定部之间并通 过紧固件或焊接与第一支撑部连接固定,横梁端部的腹板与第一固定部贴合并通 过紧固件或焊接与第一固定部连接固定。
19、 如权利要求 17所述的一种梁柱连接件, 其特征在于: 梁插接头还包括设置 在第一固定部的正上方、从梁柱连接件本体侧面水平凸设、与横梁上翼板配合并 固定在一起的第二固定部;横梁端部的上翼板置于第一固定部与第二固定部之间 并通过紧固件或焊接与第二固定部连接固定。
20、 建筑框架结构的安装方法, 建筑框架结构包括垂直水平面的立柱、 与水平面 平行的 H型或工字型横梁、 梁柱连接件, 其特征在于: 梁柱连接件包括一体成 型的梁柱连接件本体, 需与垂直水平面方向的立柱端部插接固定的立柱插接头, 直接支撑与水平面平行的 H型或工字型横梁、 沿水平方向凸出梁柱连接件本体 的梁插接头; 梁插接头包括直接支撑横梁下翼板的第一支撑部, 设置在第一支撑 部正上方、 沿梁柱连接件本体侧面水平凸设、 与横梁的腹板固定的第一固定部; 安装方法包括:
安装横梁: 将横梁的端部插入梁柱连接件的梁插接头,横梁端部的下翼板插入第 一支撑部与第一固定部之间并通过紧固件或焊接与第一支撑部连接固定,横梁端 部的腹板贴合第一固定部并通过紧固件或焊接与第一固定部连接固定。
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