US20060265992A1 - Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column - Google Patents

Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column Download PDF

Info

Publication number
US20060265992A1
US20060265992A1 US11/430,125 US43012506A US2006265992A1 US 20060265992 A1 US20060265992 A1 US 20060265992A1 US 43012506 A US43012506 A US 43012506A US 2006265992 A1 US2006265992 A1 US 2006265992A1
Authority
US
United States
Prior art keywords
rectangular steel
hollow rectangular
bolt hole
steel beam
receiving member
Prior art date
Legal status (The legal status 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 status listed.)
Abandoned
Application number
US11/430,125
Inventor
Minoru Hiragaki
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of US20060265992A1 publication Critical patent/US20060265992A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/43Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • 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
    • E04B2001/2418Details of bolting
    • 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
    • E04B2001/2421Socket type connectors
    • 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
    • E04B2001/2451Connections between 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
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0465Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section square- or rectangular-shaped

Definitions

  • the present invention relates to a joint structure of iron framework and a coupling member for connecting rectangular steel beam to rectangular steel column, and specifically, relates to a joint structure of iron framework and a coupling member for connecting a rectangular steel beam to a rectangular steel column capable of enhancing workability and strength.
  • this joint structure of iron framework requires cutting of some midpoint of a hollow rectangular steel column, and this cutting operation lowers the workability.
  • the H-shaped steel beam is connected to the hollow rectangular steel column, and this beam has a problem that it is weak against a load applied thereto from its side direction (i.e. horizontal load).
  • Non-patent document 1 “Easy-to-make Iron framework design demonstrated by illustrative examples”, on page 47, edited by Japanese Society of Steel Construction, (second edition)
  • an object of the present invention is to provide a joint structure of iron framework, and a coupling member for connecting a rectangular steel beam to a rectangular steel column.
  • a joint structure of iron framework for connecting a hollow rectangular steel beam to a hollow rectangular steel column via a coupling member comprising: a rectangular cylinder fitted to an outer periphery of the hollow rectangular steel column and firmly attached to the hollow rectangular steel column; a U-shaped receiving member provided to a side surface of the rectangular cylinder for connecting the hollow rectangular steel beam, the U-shaped receiving member having a bottom portion protruded from the side surface of the rectangular cylinder, having a U-shaped opening portion located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder; and a lid firmly attached to the U-shaped receiving member in a state of covering the upper surface of the hollow rectangular steel beam mounted in the U-shaped receiving member.
  • a slit is formed on each side surface of a rectangular cylinder, and the rectangular cylinder is firmly attached to a hollow rectangular steel column via the slit.
  • the bottom portion of the U-shaped receiving member is formed with a bottom bolt hole for allowing a bolt to pass therethrough, a right rising portion which is one of the sides rising from the bottom portion is formed with a right bolt hole for allowing a bolt to pass therethrough, and a left rising portion which is the other side rising from the bottom portion is formed with a left bolt hole, respectively, and wherein the bottom surface of the hollow rectangular steel beam is formed with a bottom surface bolt hole corresponding to the bottom bolt hole, and the left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, and a left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, wherein the upper surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size allowing a hand to enter therein, and wherein the U-shaped receiving member and the hollow rectangular steel beam are connected to each
  • the bottom portion of the U-shaped receiving member is formed with a bottom bolt hole for allowing a bolt to pass therethrough, a surface of a right rising portion which is one of the sides rising from the bottom portion of the U-shaped receiving member is formed with a right bolt hole for allowing a bolt to pass therethrough, and a surface of a left rising portion which is the other side rising from the bottom portion is formed with a left bolt hole, respectively;
  • the bottom surface of the hollow rectangular steel beam is formed with a bottom surface bolt hole corresponding to the bottom bolt hole
  • the left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole
  • a left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole;
  • the side surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size allowing a hand to enter therein, wherein a surface
  • a lid is in a rectangular shape when viewed along its plane; wherein one side of the rectangle facing to the hollow rectangular steel column is firmly attached to a rectangular cylinder by welding; wherein another side of the rectangle facing to the right rising portion which is one of the sides rising from the U-shaped receiving member is firmly attached to the right rising portion by welding; wherein still another of the rectangle facing to the left rising portion which is the other side rising from the U-shaped receiving member is firmly attached to the left rising portion by welding; wherein the remaining one side of the rectangle facing to the upper surface of the hollow rectangular steel beam is firmly attached to the hollow rectangular steel beam; and wherein the lid is formed with slits, and the lid is firmly attached to the hollow rectangular steel beam via the slits.
  • a reinforcing member is provided to traverse the hollow rectangular steel column along its longitudinal direction.
  • a reinforcing member is provided to traverse the hollow rectangular steel beam along its longitudinal direction.
  • a reinforcing member is provided to traverse the hollow rectangular steel beam along its longitudinal direction.
  • a plurality of reinforcing members are provided to traverse the hollow rectangular steel beam in its longitudinal direction, and a grout material is injected in a space between the reinforcing members.
  • the U-shaped receiving member includes: an L-shaped receiving member without either one of the right rising portion and the left rising portion rising from the bottom portion; and a flat-shaped member connected to the bottom portion of the L-shaped receiving member by welding at a position having no rising portion so as to form a U shape in cross section.
  • a coupling member includes: a rectangular cylinder fitted to an outer periphery of a hollow rectangular steel column and firmly attached to a hollow rectangular steel column; a U-shaped receiving member provided to a side surface of the rectangular cylinder, the U-shaped receiving member having a bottom portion protruded from the side surface of the rectangular cylinder, having a U-shaped opening portion located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder; and a lid firmly attached to the U-shaped receiving member in a state of covering the upper surface of the hollow rectangular steel beam mounted in the U-shaped receiving member.
  • the joint structure of iron framework claimed in claim 1 it is not needed to cut some midpoint of the hollow rectangular steel column as in the prior arts. Instead, the rectangular cylinder of the coupling member is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollow rectangular steel column. As a result, the workability is enhanced.
  • the beam is a hollow rectangular steel beam unlike a conventional beam having a H-shaped cross section, the joint structure produces an advantage that the strength against the lateral loading is increased.
  • the side surface of the rectangular cylinder is formed with a slit and the rectangular cylinder is firmly attached to the hollow rectangular steel column via the slit.
  • the rectangular cylinder can be firmly attached to the hollow rectangular steel column easily and strongly
  • the strength can be adjusted by changing the length, width, and the like of each slit, or by providing a plurality of slits.
  • the upper surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size that allows a hand to enter therein.
  • the U-shaped receiving member and the hollow rectangular steel beam are easily connected to each other by the bottom bolt and the bottom nut via the bottom bolt hole and the bottom surface bolt hole, by the left bolt and the left nut via the right bolt hole and the right side surface bolt hole, and by the right bolt and the right nut via the right bolt and the right side surface bolt.
  • the joint structure of iron framework claimed in claim 4 in addition to the advantage of the invention claimed in claim 1 described above, the following advantage is produced. That is, when the height of the side surface of the hollow rectangular steel beam is large, the left side surface of the hollow rectangular steel beam is formed with a hand insertion hole of rectangular beam's left side surface of a size that allows a hand to enter therein. At the same time, the right side surface of the hollow rectangular steel beam is formed with a hand insertion hole of rectangular beam's right side surface of a size that allows a hand to enter therein.
  • the U-shaped receiving member and the hollow rectangular can be easily connected to each other by the left bolt and the left nut via the left bolt hole and left side surface bolt hole, and by the right bolt and the right nut via the right bolt hole and the right side surface bolt hole. As a result, the workability can be enhanced.
  • the lid is formed with a slit and the lid is firmly attached to the hollow rectangular steel beam via the slit, the lid can be firmly attached to the hollowing rectangular steel beam easily and strongly.
  • the strength can be adjusted by changing the length, width, and the like of each slit, or by providing a plurality of slits.
  • the rectangular cylinder of the joint member is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollow rectangular steel column without cutting some midpoint of the hollow rectangular steel column as in prior arts.
  • the workability is enhanced.
  • the beam is a hollow rectangular steel beam unlike a conventional beam having a H-shaped cross section, the joint member produces an advantage that the strength against the lateral loading is increased.
  • FIG. 1 is a schematic perspective view of an iron framework structure using the joint structure of iron framework according to an embodiment of the present invention.
  • FIG. 2 is a schematic perspective view showing a state before the joint structure of iron framework shown in FIG. 1 is assembled, where the coupling member is in a state before being fitted to a hollow rectangular steel column.
  • FIG. 3 is a schematic perspective view showing a state where the coupling member shown in FIG. 2 is firmly attached to a hollow rectangular steel column and a hollow rectangular steel beam is before being connected.
  • FIG. 4 is a schematic perspective view showing a state where a hollow rectangular steel beam is placed to a bottom portion of the coupling member shown in FIG. 3 and the upper surface of the hollow rectangular steel beam is before being covered with a lid.
  • FIG. 5 is a schematic perspective view showing a state where a lid is placed to cover the upper surface of a hollow rectangular steel beam shown in FIG. 4 and the lid and the upper surface are connected with each other by welding.
  • FIG. 6 is a schematic cross-sectional view along the line 6 - 6 of FIG. 5 .
  • FIG. 7 is a schematic cross-sectional view along the line 7 - 7 of FIG. 6 .
  • FIG. 8 is a schematic frontal cross-sectional view of the hollow rectangular steel column which is apart of the joint structure of iron framework shown in FIG. 1 .
  • FIG. 9 is a schematic cross-sectional view of the rectangular steel column (or the hollow rectangular steel beam) in a state before a reinforcing material (knot material) is inserted into the hollow rectangular steel (or the hollow rectangular steel beam) shown in FIG. 4 .
  • FIG. 10 is a schematic cross-sectional view along the line 10 - 10 of FIG. 9 where the reinforcing material (knot material) shown in FIG. 9 is inserted into the rectangular steel column (or the hollow rectangular steel beam) and is firmly attached by welding.
  • FIG. 11 is a schematic partially enlarged cross-sectional view showing a part of FIG. 10 in an enlarged state.
  • FIG. 12 is a schematic partially enlarged cross-sectional view showing a part of FIG. 10 in an enlarged state
  • FIG. 13 is a diagram showing a state where a lateral coupling member is used in the case where the lateral length of the hollow rectangular steel beam shown in FIG. 1 is longer than its longitudinal length
  • FIG. 13A is a plan view
  • FIG. 13B is a frontal view
  • FIG. 13C is a bottom view.
  • FIG. 14 is a schematic exploded perspective view showing the FIG. 13 in an exploded state.
  • FIG. 15 is a schematic perspective view of another embodiment of FIG. 3 , and showing a state where the coupling member is firmly attached to the hollow rectangular steel column and the hollow rectangular steel beam is before being connected.
  • FIG. 16 is a schematic perspective view showing a state where the hollow rectangular steel beam is placed to the bottom portion of the coupling member shown in FIG. 15 and before and after the lid is placed to cover the upper surface of the hollow rectangular steel beam.
  • FIG. 17A is a schematic cross-sectional view along the line 17 - 17 of FIG. 16
  • FIG. 17B is a schematic partially enlarged cross-sectional view.
  • FIG. 18 is a schematic frontal view according to another embodiment of FIG. 3 , and showing a state where the coupling member is firmly attached to the hollow rectangular steel column and before the hollow rectangular steel beam is connected.
  • FIG. 19 is a schematic frontal view according to another embodiment of FIG. 18 , and showing a state where the coupling member is firmly attached to the hollow rectangular column and before the hollow rectangular steel beam is connected.
  • FIG. 20 is a schematic perspective view showing a state where a hollow rectangular steel beam is placed to the bottom portion of the coupling member shown in FIG. 19 and before the lid is placed to cover the upper surface of the hollow rectangular steel beam.
  • a reference numeral 1 shown in FIG. 1 denotes an iron framework structure constituted by connecting a hollow rectangular beam 4 to a hollow rectangular steel column 2 via a coupling member 3 .
  • An outer shape of a cross-section crossing over a longitudinal direction of the hollow rectangular steel column 2 and an outer shape of a cross-section crossing over a longitudinal direction of the hollow rectangular steel beam 4 respectively assume a rectangular shape.
  • the coupling member 3 is used for connecting the hollow rectangular steel beam 4 to the hollow rectangular steel column 2 .
  • the coupling member 3 schematically includes: a rectangular cylinder (substantially rectangular sleeve) 31 ; U-shaped receiving members 32 each formed on a side surface of the rectangular cylinder (substantially rectangular sleeve); and lids 33 for covering an opening 32 a of each U-shaped receiving member 32 and fixedly attached to each receiving member 32 so as to cover the upper surface of the hollow rectangular steel beam 4 mounted in the U-shaped receiving member 32 .
  • the rectangular cylinder (substantially rectangular sleeve) 31 assumes the shape of rectangular cylinder, and is fitted to the outer periphery of the hollow rectangular steel column 2 and is, firmly attached to the hollow rectangular steel column 2 by welding.
  • the site of the rectangular cylinder 31 fixedly attached by welding has a site (denoted by reference numeral A in FIG. 3 ) extending around the entire circumference of the upper edge portion of the rectangular cylinder (substantially rectangular sleeve) 31 and fixedly attached by welding to the outer periphery of the hollow rectangular steel column 2 ; and a site (denoted by reference numeral B in FIG. 3 ) extending around the entire circumference of the lower edge portion of the rectangular cylinder (substantially rectangular sleeve) 31 and fixedly attached by welding to the outer periphery of the hollow rectangular column 2 .
  • each U-shaped receiving member 32 provided on the side surface of the rectangular cylinder (substantially rectangular sleeve) 31 substantially includes: a U-shaped bottom portion 32 b ; a right rising portion 32 c which is one of the sides rising from the bottom portion 32 b ; and a left rising portion 32 d which is the other side rising from the bottom portion 32 b.
  • the U-shaped bottom portion 32 b is formed with a bottom bolt hole H 1 for allowing a bolt to pass therethrough;
  • the right rising portion 32 c is formed with a right bolt hole H 2 for allowing a bolt to pass therethrough;
  • the left rising portion 32 d is formed with a left bolt hole H 3 for allowing a bolt to pass therethrough, respectively.
  • each U-shaped receiving member 32 is structured as follows. That is, the U-shaped bottom portion 32 b extends from the side surface of the rectangular cylinder 31 and the U-shaped opening 32 a is directed upward.
  • the U-shaped end surface of the U-shaped receiving member 32 is fixedly attached to the side surface of the rectangular cylinder and is connected to the hollow rectangular steel beam 4 .
  • the reference numeral C shown in FIG. 3 denotes a site of the U-shaped receiving member 32 which is firmly attached by welding to the side surface of the rectangular cylinder 31 along the U-shaped outer periphery of the U-shaped end surface of the U-shaped receiving member 32 , that is, not only the side surfaces but also the bottom surface.
  • the U-shaped receiving member 32 shown in FIG. 3 is respectively mounted to the four surfaces of the rectangular cylinder 31 , and thus, the U-shaped end surface of the U-shaped receiving member 32 is firmly attached by welding to each of the side surfaces of the rectangular cylinder 31 .
  • the rectangular cylinder 31 is formed with slits at its side surface.
  • the rectangular cylinder 31 is firmly attached by, for example, welding to the hollow rectangular steel column 2 via these slits S. Meantime, the length, width, and the like of each slit S is properly set in consideration of the strength.
  • Each slit S of the coupling member 3 shown in FIG. 2 is formed on all of the side surfaces of the rectangular cylinder 31 , that is, four surfaces. As shown in FIG. 6 , one surface is formed with three slits DDD, and another surface is formed with two slits EE, and still another surface is formed with two slits FF, and still another surface is formed with one slit G.
  • the reference numerals D, E, F, and G shown in FIG. 6 respectively show a site where the rectangular steel column 2 and the rectangular cylinder 31 are firmly attached by welding to each other via the slit S.
  • the coupling member 3 is used for connecting the hollow rectangular steel beam 4 to the hollow rectangular steel column 2 to which the U-shaped receiving members 32 are firmly attached to the side surfaces of the rectangular cylinder 31 .
  • thus-structured coupling member 3 is fitted to the outer periphery of the hollow rectangular steel column 2 and is firmly attached thereto by welding.
  • the coupling member 3 is firmly attached to the rectangular cylinder 31 strongly through the welded site A firmly attached to the hollow rectangular steel column 2 over the entire peripheral portion of the rectangular cylinder 31 and the welded site B firmly attached to the hollow rectangular steel column 2 over the entire peripheral portion of the lower edge of the rectangular cylinder 31 , in addition to the welded sites D, E, F, G of the slits S.
  • the hollow rectangular steel beam 4 is moved in the direction along the arrow shown in FIG. 3 (or the hollow rectangular steel beam 4 is moved from upward to downward), so that the hollow rectangular steel beam 4 is brought into contact with the bottom portion 32 b of the U-shaped receiving member 32 (see FIG. 4 ).
  • the reference numeral 41 in FIGS. 3 and 4 denotes a hand insertion hole formed on the upper surface of the hollow rectangular steel beam 4 for allowing a hand to enter therein.
  • the bottom surface of the hollow rectangular steel beam 4 is formed with a bottom surface bolt hole 42 d corresponding to the bottom bolt hole H 1 (see FIG. 7 );
  • the right surface of the hollow rectangular steel beam 4 is formed with a right surface bolt hole 42 f corresponding to the right bolt hole H 2 (see FIGS. 6 and 7 );
  • the left surface of the hollow rectangular steel beam 4 is formed with a left surface bolt hole 42 g corresponding to the left bolt hole H 3 (see FIGS. 6 and 7 ), respectively.
  • the U-shaped receiving member 32 and the hollow rectangular steel beam 4 are adopted to be connected to each other by the bottom bolt TB and the bottom nut TN via the bottom bolt hole H 1 and the bottom surface bolt hole 42 d , by the right bolt RB and the right nut RN via the right bolt hole H 2 and the right side surface bolt hole 42 f , and by the left bolt LB and the left nut LN.
  • the U-shaped receiving member 32 and the hollow rectangular steel beam 4 can be easily connected to each other by the bottom bolt TB and the bottom nut TN via the bottom bolt hole H 1 and the bottom surface bolt hole 42 d , by the right bolt RB and the right nut RN via the right bolt hole H 2 and the right side surface bolt hole 42 f , and by the left bolt LB and the left nut LN via the left bolt hole H 3 and the left side surface bolt hole 42 g .
  • the workability can be enhanced.
  • each lid 33 covering the upper surface of the hollow rectangular steel beam 4 is formed with slits.
  • the lid 33 is firmly attached to the hollow rectangular steel beam 4 via the slits ST by, for example, welding.
  • the length, width, and the like of each slit ST are properly determined in consideration of strength.
  • four slits, two slits, four slits, and six slits are formed in the respective lids 33 .
  • the site where the lid 33 is in contact with the hollow rectangular steel column 2 , the site where the lid 33 is in contact with the upper end surface of the left rising portion 32 c , and the site where the lid 33 is in contact with the left rising portion 32 d are also firmly attached by welding.
  • each lid 33 is in the shape of rectangle when viewed along its plane, and one side of the rectangle facing to the rectangular cylinder 31 is firmly attached to the rectangular cylinder 31 by welding (the welded site is denoted by the reference numeral X 1 in FIG. 5 ).
  • Another side of the rectangle facing to the right rising portion 32 c which is one of the sides rising from the bottom portion 32 b of the U-shaped receiving member 32 is firmly attached to the right rising portion 32 c by welding (the welded site is denoted by the reference numeral X 2 in FIG. 5 ).
  • Still another side of the rectangle facing to the left rising portion 32 d which is the other side rising from the bottom portion 32 b of the U-shaped receiving member 32 is firmly attached to the left rising portion 32 d by welding (the welded site is denoted by the reference numeral X 3 in FIG. 5 ).
  • the remaining one side of the rectangle facing to the upper surface of the hollow rectangular steel beam is firmly attached to the upper surface of the hollow rectangular steel beam 4 (the welded site is denoted by the reference numeral Z 4 in FIG. 5 ).
  • each lid 33 is firmly attached to the upper surface of the hollow rectangular steel beam 2 (the welded site is denoted by the reference numeral X 5 in FIG. 5 ).
  • a reinforcing materials (knot materials) 20 are inserted into the hollow rectangular steel column 2 (the length of the rectangular steel column is 25 m for example) via an inserting hole 2 a at specified intervals (for example, 1 m) so as to traverse the longitudinal direction of the hollow rectangular steel column 2 in order to increase resistance.
  • the reinforcing materials are firmly attached to the hollow rectangular steel column 2 via the inserting hole 2 and other inserting holes 2 b , 2 c , and 2 d .
  • Each site firmly attached by welding is denoted by the reference numeral Y.
  • the welding can be performed without using a backing ring.
  • an unillustrated concrete material (grout material) may be injected into the hollow rectangular steel column 2 .
  • a space between the adjacent reinforcing materials (knot materials) 20 is filled with an unillstrated concrete material (grout material) via a hole 20 a formed at the center of each reinforcing material (knot material) 20 .
  • the injection of the concrete (grout material) and the like into the hollow rectangular steel column 2 is effective in preventing in-plane buckling from occurring in the hollow rectangular steel column 2 due to the binding force that each reinforcing material (knot material) 20 has.
  • the resistances to bending moment, shearing force, and axial force applied to the hollow rectangular steel column 2 at the time of earthquake and the like are significantly increased.
  • the hollow rectangular steel column 2 gains significantly increased resistance to buckling force generated by a vertical loading applied to the hollow rectangular steel column 2 .
  • the concrete (grout material) and the like are present inside the hollow rectangular steel column 2 , the concrete (grout material) and the like are not in contact with the air and thus are free from oxidation.
  • the concrete (grout material) and the like maintains its original alkaline nature over a long period of time. Further, the synthesized rigidities of the rectangular steel column 2 , the coupling member 3 , and the concrete (grout material) and the like significantly increase the stress transmission by the rectangular steel beam 4 at the joint portion.
  • the reinforcing material (knot material) 20 and an unillustrated concrete material (grout material) and the like inside the hollow rectangular steel column 2 may be omitted properly.
  • a reinforcing material (knot material) 20 an unillustrated concrete (grout material), and the like [an unillustrated concrete (grout material) and the like is not necessarily provided to fill the entire space between the adjacent reinforcing materials (knot materials) 20 , but may be provided partially between the space therebetween] may be properly provided inside the hollow rectangular steel beam 4 as is the case of the hollow rectangular steel column 2 [the symbol ( ) in FIGS. 9R and 9 to 12 shows a case where the hollow rectangular steel column 2 is substituted by the hollow rectangular steel beam 4 ].
  • the lateral coupling member 5 is used for connection (see FIGS. 13 and 14 ).
  • the horizontal coupling member 5 is in the shape of rectangular cylinder.
  • the upper surface of the lateral coupling member 5 is formed with hand insertion holes 51 , 52 of the sizes allowing a hand to enter therein.
  • the front surface of the lateral coupling member 5 is formed with a front bolt hole 54 .
  • the back surface of the coupling member 5 is formed with a back surface bolt hole 55 .
  • the bottom surface of the lateral coupling member 5 is formed with a bottom surface bolt hole 56 .
  • One upper surface of the hollow rectangular steel beam 4 is formed with a beam's hand insertion hole 44 corresponding to the hand insertion hole 52 .
  • the front surface of the hollow rectangular steel beam 4 is formed with a beam's front bolt hole 45 .
  • the back surface of the hollow rectangular steel beam 4 is formed with a beam's bolt hole 46 .
  • the bottom surface of the hollow rectangular steel beam 4 is formed with a beam's bottom surface bolt hole 47 .
  • the other upper surface of the hollow rectangular steel beam 4 is formed with a beam's hand insertion hole 42 corresponding to a hand insertion hole 51 .
  • the front surface of the hollow rectangular steel beam 4 is formed with a beam's front bolt hole 43 .
  • the back surface of the hollow rectangular steel beam 4 is formed with a beam's bolt hole (not shown).
  • the bottom surface of the hollow rectangular steel beam 4 is formed with a beam's bottom surface bolt hole (not shown).
  • One side of the hollow rectangular steel beam 4 and the other side of the hollow rectangular steel beam 4 are put into the lateral coupling member 5 in such a manner that the beam's hand insertion hole 44 corresponds to the hand insertion hole 52 ; the beam's front bolt hole 45 corresponds to the front bolt hole 54 ; the beam's bolt hole 46 corresponds to the back surface bolt hole 55 ; the beam's bottom surface bolt hole 47 corresponds to the bottom surface bolt hole 56 ; the beam's hand insertion hole 42 corresponds to the hand insertion hole 51 ; the beam's front bolt hole 43 corresponds to the front bolt hole 54 ; the beam's bolt hole (not shown) formed on the back surface at the other side of the hollow rectangular steel beam 4 corresponds to the back surface bolt hole 55 ; and the beam's bottom surface bolt hole (not shown) formed on the bottom surface of the other hollow rectangular steel beam 4 corresponds to the bottom surface bolt hole 56 .
  • the plate F 1 is of a size that can be accommodated in the hand insertion hole 52 .
  • the space between the plate F 1 and the hand insertion hole 52 is filled by welding so that the plate F 1 and the hand insertion hole 52 are connected with each other.
  • the reference numeral Y 1 denotes a site connected by welding.
  • the plate F 2 is of a size that can be accommodated in the hand insertion hole 51 .
  • the space between the plate F 2 and the hand insertion hole 52 is filled by welding so that the plate F 2 and the hand insertion hole 51 are connected with each other.
  • the reference numeral Y 2 denotes a site connected by welding.
  • the reference numeral Y 3 denotes a site connected by welding where the lateral member 5 is connected to the hollow rectangular steel beam 4 via the slit 53 .
  • the connection is made using the lateral coupling member 5 in the shape of rectangular cylinder.
  • the present invention is not limited thereto.
  • the surface having the hole insertion holes 51 , 52 and the slit 53 of the lateral coupling member 5 is separated, that is, the surface having the hole insertion holes 51 , 52 , and the slit 53 is independent from the U-shaped receiving member. Then, the U-shaped receiving member and the surface having the hand insertion holes 51 , 52 , and the slit 53 may be connected with each other by welding.
  • the left side surface of the hollow rectangular steel beam 4 is formed with a hand insertion hole of rectangular beam's left side surface 4 a of a size that allows a hand to enter therein
  • the right side surface of the hollow rectangular beam 4 is formed with a hand insertion hole 4 b of rectangular beam's right side surface of a size that allows a hand to enter therein (see FIG. 17 ), respectively.
  • a surface of the left rising portion 32 d is formed with a hand insertion hole 32 d ′ of rising portion's left side surface that corresponds to the hand insertion hole 4 a of rectangular beam's left side surface.
  • a surface of the right rising portion 32 c is formed with a hand insertion hole 32 c ′ of rising portion's right side surface that corresponds to the hand insertion hole 4 b of rectangular beam's right side surface.
  • the U-shaped receiving member 32 and the hollow rectangular steel beam 4 are connected to each other by the bottom bolt TB and the bottom nut TN via the bottom bolt hole H 1 and the bottom surface bolt hole 42 d , by the right bolt RB and the right-side nut RN via the right bolt hole H 1 and the bottom surface bolt hole 42 d , and by the left bolt LB and the left nut LN via the left hole H 3 and the left side surface bolt hole 42 g.
  • the upper surface of the hollow rectangular steel beam 4 is covered with the lid 33 shown in FIG. 16 .
  • the lid 33 is firmly attached by welding to the hollow rectangular steel beam 4 via the slits ST.
  • the hand insertion hole 4 a of rectangular beam's left side surface is closed via a plate F 2 ′ located inside the hand insertion hole of rising portion's left side surface 32 d ′.
  • the left rising portion 32 d is connected to the hollow rectangular steel beam 4 by welding via the plate F 2 ′ (see FIG. 17B ).
  • the hand insertion hole 4 b of rectangular beam's right side surface is closed via a plate F 1 ′ located inside the hand insertion right rising portion right side surface hole 32 c ′.
  • the right rising portion 32 c is connected to the hollow rectangular steel beam 4 by welding via the plate F 1 ′.
  • the number of the hand insertion hole ( 4 a or 4 b ) of rectangular beam's side surface is one.
  • the site on the surface of the right rising portion 32 c or on the surface of the left rising portion 32 d that corresponds to the hand insertion hole of rectangular beam's side surface ( 4 a or 4 b ) will be a hand insertion hole of rising portion's side surface ( 32 c ′ or 32 d ′).
  • the rectangular cylinder 31 of the joint member 3 is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollow rectangular steel column 2 without cutting some midpoint of the hollow rectangular steel column as in prior arts.
  • the workability is enhanced.
  • the beam is a hollow rectangular steel beam 4 unlike a conventional beam having a H-shaped cross section, the strength against the lateral loading is increased.
  • the U-shaped receiving member 32 is not limited to that shown in FIG. 3 .
  • the U-shaped receiving member 32 may include: a U-shaped bottom portion 32 b ; a right rising portion 32 c which is one of the sides rising from the bottom portion 32 b at an angle of 90 degree with respect to the bottom portion 32 b ; and a left rising portion 32 d which is the other side rising from the bottom portion 32 b at an angel exceeding 90 degree [90 degree+ ⁇ ] with respect to the bottom portion 32 b .
  • the reference numeral C′ denotes the welded site where the rectangular cylinder 31 and the U-shaped receiving member 32 are connected to each other by welding.
  • the hollow rectangular steel beam 4 is lifted down to be in contact with the U-shaped receiving member 32 .
  • the U-shaped receiving member 32 is not limited to that shown in FIG. 18 .
  • the U-shaped receiving member 32 may include: an L-shaped receiving member 32 ′ which has only one of the right rising portion 32 c and the left rising portion 32 d which rise from the bottom portion 32 b (in this embodiment, there is no left rising portion 32 d ); and a flat plane-shaped member 32 ′ d welded to the bottom portion 32 b of the L-shaped receiving member 32 ′ (the welded site is denoted by the reference numeral G in FIG. 20 ) at a site where there is no rising portion (in this embodiment, a left rising portion 32 d ).
  • the hollow rectangular steel beam 4 is lifted down to be in contact with the U-shaped receiving member 32 .
  • the reference numeral H 1 5 denotes a bottom bolt hole, H 2 5 a right bolt hole, and H 3 5 a left bolt hole.

Abstract

The present invention provides a joint structure of iron framework capable of enhancing workability and strength. The joint structure of iron framework 1 is a joint structure of iron framework for connecting a hollow rectangular steel beam 4 to a hollow rectangular steel column 2 via a coupling member 3. The coupling member 3 includes: a rectangular cylinder 31 fitted to an outer periphery of the hollow rectangular steel column 4 and firmly attached to the hollow rectangular steel column 4; a U-shaped receiving member 4 provided to a side surface of the rectangular cylinder 31 for connecting the hollow rectangular steel beam 4, the U-shaped receiving member 32 having a bottom portion 32 b protruded from the side surface of the rectangular cylinder 31, having a U-shaped opening portion 32 located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder 31; and a lid 33 firmly attached to the U-shaped receiving member 32 in a state of covering the upper surface of the hollow rectangular steel beam 4 mounted in the U-shaped receiving member 32.

Description

    BACKGROUD OF THE INVENTION
  • 1. Field of the Invention
  • The present invention relates to a joint structure of iron framework and a coupling member for connecting rectangular steel beam to rectangular steel column, and specifically, relates to a joint structure of iron framework and a coupling member for connecting a rectangular steel beam to a rectangular steel column capable of enhancing workability and strength.
  • 2. Description of the Related Art
  • Conventionally, there is a joint structure of iron framework for connecting an H-shaped steel beam to a hollow rectangular steel column (for example, see non-patent document 1).
  • In this joint structure, some midpoint of a hollow rectangular steel column is cut. Then, an H-shaped steel beam is connected to the hollow rectangular steel column by welding via a member called diaphragm so as to enhance the rigidity of the joint therebetween.
  • However, this joint structure of iron framework requires cutting of some midpoint of a hollow rectangular steel column, and this cutting operation lowers the workability. In addition, the H-shaped steel beam is connected to the hollow rectangular steel column, and this beam has a problem that it is weak against a load applied thereto from its side direction (i.e. horizontal load).
  • [Non-patent document 1] “Easy-to-make Iron framework design demonstrated by illustrative examples”, on page 47, edited by Japanese Society of Steel Construction, (second edition)
  • SUMMARY OF THE INVENTION
  • To solve the abovementioned problems, an object of the present invention is to provide a joint structure of iron framework, and a coupling member for connecting a rectangular steel beam to a rectangular steel column.
  • To achieve the object described above, according to the present invention, there is provided a joint structure of iron framework for connecting a hollow rectangular steel beam to a hollow rectangular steel column via a coupling member, wherein the coupling member comprising: a rectangular cylinder fitted to an outer periphery of the hollow rectangular steel column and firmly attached to the hollow rectangular steel column; a U-shaped receiving member provided to a side surface of the rectangular cylinder for connecting the hollow rectangular steel beam, the U-shaped receiving member having a bottom portion protruded from the side surface of the rectangular cylinder, having a U-shaped opening portion located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder; and a lid firmly attached to the U-shaped receiving member in a state of covering the upper surface of the hollow rectangular steel beam mounted in the U-shaped receiving member.
  • According to the invention claimed in claim 2, in the joint structure of iron framework claimed in claim 1, a slit is formed on each side surface of a rectangular cylinder, and the rectangular cylinder is firmly attached to a hollow rectangular steel column via the slit.
  • According to the invention claimed in claim 3, in the joint structure of iron framework claimed in claim 1, the bottom portion of the U-shaped receiving member is formed with a bottom bolt hole for allowing a bolt to pass therethrough, a right rising portion which is one of the sides rising from the bottom portion is formed with a right bolt hole for allowing a bolt to pass therethrough, and a left rising portion which is the other side rising from the bottom portion is formed with a left bolt hole, respectively, and wherein the bottom surface of the hollow rectangular steel beam is formed with a bottom surface bolt hole corresponding to the bottom bolt hole, and the left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, and a left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, wherein the upper surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size allowing a hand to enter therein, and wherein the U-shaped receiving member and the hollow rectangular steel beam are connected to each other by the bottom bolt and the bottom nut via the bottom bolt hole and the bottom surface bolt hole, by the left bolt and the left nut via the left bolt hole and the left side surface bolt hole, and by the right bolt and the right nut via the right bolt hole and the right side surface bolt hole.
  • According to the invention claimed in claim 4, in the joint structure of iron framework claimed in claim 1, the bottom portion of the U-shaped receiving member is formed with a bottom bolt hole for allowing a bolt to pass therethrough, a surface of a right rising portion which is one of the sides rising from the bottom portion of the U-shaped receiving member is formed with a right bolt hole for allowing a bolt to pass therethrough, and a surface of a left rising portion which is the other side rising from the bottom portion is formed with a left bolt hole, respectively; wherein the bottom surface of the hollow rectangular steel beam is formed with a bottom surface bolt hole corresponding to the bottom bolt hole, and the left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, and a left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole; wherein the side surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size allowing a hand to enter therein, wherein a surface of the right rising portion or a surface of the left rising portion is formed with a hand insertion hole of rising portion's side surface corresponding to the hand insertion hole of rectangular beam's side surface; and wherein the U-shaped receiving member and the hollow rectangular steel beam are connected to each other by the bottom bolt and the bottom nut via the bottom bolt hole and the bottom surface bolt hole, by the left bolt and the left nut via the left bolt hole and the left side surface bolt hole, and by the right bolt and the right nut via the right bolt hole and the right side surface bolt hole.
  • According to the invention claimed in claim 5, in the joint structure of iron framework claimed in claim 1, a lid is in a rectangular shape when viewed along its plane; wherein one side of the rectangle facing to the hollow rectangular steel column is firmly attached to a rectangular cylinder by welding; wherein another side of the rectangle facing to the right rising portion which is one of the sides rising from the U-shaped receiving member is firmly attached to the right rising portion by welding; wherein still another of the rectangle facing to the left rising portion which is the other side rising from the U-shaped receiving member is firmly attached to the left rising portion by welding; wherein the remaining one side of the rectangle facing to the upper surface of the hollow rectangular steel beam is firmly attached to the hollow rectangular steel beam; and wherein the lid is formed with slits, and the lid is firmly attached to the hollow rectangular steel beam via the slits.
  • According to the invention claimed in claim 6, in the joint structure of iron framework claimed in claims 1 to 5, a reinforcing member is provided to traverse the hollow rectangular steel column along its longitudinal direction.
  • According to the invention claimed in claim 7, in the joint structure of iron framework claimed in claims 1 to 5, a reinforcing member is provided to traverse the hollow rectangular steel beam along its longitudinal direction.
  • According to the invention claimed in claim 8, in the joint structure of iron framework claimed in claims 1 to 5, a reinforcing member is provided to traverse the hollow rectangular steel beam along its longitudinal direction.
  • According to the invention claimed in claim 9, in the joint structure of iron framework claimed in claims 1 to 5, a plurality of reinforcing members are provided to traverse the hollow rectangular steel beam in its longitudinal direction, and a grout material is injected in a space between the reinforcing members.
  • According to the invention claimed in claim 10, in the joint structure of iron framework claimed in claims 1 to 5, the U-shaped receiving member includes: an L-shaped receiving member without either one of the right rising portion and the left rising portion rising from the bottom portion; and a flat-shaped member connected to the bottom portion of the L-shaped receiving member by welding at a position having no rising portion so as to form a U shape in cross section.
  • According to the invention claimed in claim 11, a coupling member includes: a rectangular cylinder fitted to an outer periphery of a hollow rectangular steel column and firmly attached to a hollow rectangular steel column; a U-shaped receiving member provided to a side surface of the rectangular cylinder, the U-shaped receiving member having a bottom portion protruded from the side surface of the rectangular cylinder, having a U-shaped opening portion located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder; and a lid firmly attached to the U-shaped receiving member in a state of covering the upper surface of the hollow rectangular steel beam mounted in the U-shaped receiving member.
  • According to the joint structure of iron framework claimed in claim 1, it is not needed to cut some midpoint of the hollow rectangular steel column as in the prior arts. Instead, the rectangular cylinder of the coupling member is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollow rectangular steel column. As a result, the workability is enhanced. In addition, since the beam is a hollow rectangular steel beam unlike a conventional beam having a H-shaped cross section, the joint structure produces an advantage that the strength against the lateral loading is increased.
  • Further, according to the joint structure of iron framework claimed in claim 2, in addition to the advantage of the invention claimed in claim 1 the following advantage is produced. That is, the side surface of the rectangular cylinder is formed with a slit and the rectangular cylinder is firmly attached to the hollow rectangular steel column via the slit. Thus, the rectangular cylinder can be firmly attached to the hollow rectangular steel column easily and strongly
  • The strength can be adjusted by changing the length, width, and the like of each slit, or by providing a plurality of slits.
  • Further, according to the joint structure of iron framework claimed in claim 3, in addition to the advantage of the invention claimed in claim 1, the following advantage is produced. That is, the upper surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size that allows a hand to enter therein. Thus, the U-shaped receiving member and the hollow rectangular steel beam are easily connected to each other by the bottom bolt and the bottom nut via the bottom bolt hole and the bottom surface bolt hole, by the left bolt and the left nut via the right bolt hole and the right side surface bolt hole, and by the right bolt and the right nut via the right bolt and the right side surface bolt.
  • Further, according to the joint structure of iron framework claimed in claim 4, in addition to the advantage of the invention claimed in claim 1 described above, the following advantage is produced. That is, when the height of the side surface of the hollow rectangular steel beam is large, the left side surface of the hollow rectangular steel beam is formed with a hand insertion hole of rectangular beam's left side surface of a size that allows a hand to enter therein. At the same time, the right side surface of the hollow rectangular steel beam is formed with a hand insertion hole of rectangular beam's right side surface of a size that allows a hand to enter therein. The U-shaped receiving member and the hollow rectangular can be easily connected to each other by the left bolt and the left nut via the left bolt hole and left side surface bolt hole, and by the right bolt and the right nut via the right bolt hole and the right side surface bolt hole. As a result, the workability can be enhanced.
  • Further, according to the joint structure of iron framework claimed in claim 5, in addition to the advantage of the invention claimed in claim 1 above, the following advantage is produced. That is, since the lid is formed with a slit and the lid is firmly attached to the hollow rectangular steel beam via the slit, the lid can be firmly attached to the hollowing rectangular steel beam easily and strongly.
  • The strength can be adjusted by changing the length, width, and the like of each slit, or by providing a plurality of slits.
  • Further, according to the joint member for connecting a rectangular steel beam to a rectangular steel column claimed in claim 11, the rectangular cylinder of the joint member is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollow rectangular steel column without cutting some midpoint of the hollow rectangular steel column as in prior arts. As a result, the workability is enhanced. In addition, since the beam is a hollow rectangular steel beam unlike a conventional beam having a H-shaped cross section, the joint member produces an advantage that the strength against the lateral loading is increased.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • FIG. 1 is a schematic perspective view of an iron framework structure using the joint structure of iron framework according to an embodiment of the present invention.
  • FIG. 2 is a schematic perspective view showing a state before the joint structure of iron framework shown in FIG. 1 is assembled, where the coupling member is in a state before being fitted to a hollow rectangular steel column.
  • FIG. 3 is a schematic perspective view showing a state where the coupling member shown in FIG. 2 is firmly attached to a hollow rectangular steel column and a hollow rectangular steel beam is before being connected.
  • FIG. 4 is a schematic perspective view showing a state where a hollow rectangular steel beam is placed to a bottom portion of the coupling member shown in FIG. 3 and the upper surface of the hollow rectangular steel beam is before being covered with a lid.
  • FIG. 5 is a schematic perspective view showing a state where a lid is placed to cover the upper surface of a hollow rectangular steel beam shown in FIG. 4 and the lid and the upper surface are connected with each other by welding.
  • FIG. 6 is a schematic cross-sectional view along the line 6-6 of FIG. 5.
  • FIG. 7 is a schematic cross-sectional view along the line 7-7 of FIG. 6.
  • FIG. 8 is a schematic frontal cross-sectional view of the hollow rectangular steel column which is apart of the joint structure of iron framework shown in FIG. 1.
  • FIG. 9 is a schematic cross-sectional view of the rectangular steel column (or the hollow rectangular steel beam) in a state before a reinforcing material (knot material) is inserted into the hollow rectangular steel (or the hollow rectangular steel beam) shown in FIG. 4.
  • FIG. 10 is a schematic cross-sectional view along the line 10-10 of FIG. 9 where the reinforcing material (knot material) shown in FIG. 9 is inserted into the rectangular steel column (or the hollow rectangular steel beam) and is firmly attached by welding.
  • FIG. 11 is a schematic partially enlarged cross-sectional view showing a part of FIG. 10 in an enlarged state.
  • FIG. 12 is a schematic partially enlarged cross-sectional view showing a part of FIG. 10 in an enlarged state FIG. 13 is a diagram showing a state where a lateral coupling member is used in the case where the lateral length of the hollow rectangular steel beam shown in FIG. 1 is longer than its longitudinal length, where FIG. 13A is a plan view, FIG. 13B is a frontal view, and FIG. 13C is a bottom view.
  • FIG. 14 is a schematic exploded perspective view showing the FIG. 13 in an exploded state.
  • FIG. 15 is a schematic perspective view of another embodiment of FIG. 3, and showing a state where the coupling member is firmly attached to the hollow rectangular steel column and the hollow rectangular steel beam is before being connected.
  • FIG. 16 is a schematic perspective view showing a state where the hollow rectangular steel beam is placed to the bottom portion of the coupling member shown in FIG. 15 and before and after the lid is placed to cover the upper surface of the hollow rectangular steel beam.
  • FIG. 17A is a schematic cross-sectional view along the line 17-17 of FIG. 16, and FIG. 17B is a schematic partially enlarged cross-sectional view.
  • FIG. 18 is a schematic frontal view according to another embodiment of FIG. 3, and showing a state where the coupling member is firmly attached to the hollow rectangular steel column and before the hollow rectangular steel beam is connected.
  • FIG. 19 is a schematic frontal view according to another embodiment of FIG. 18, and showing a state where the coupling member is firmly attached to the hollow rectangular column and before the hollow rectangular steel beam is connected.
  • FIG. 20 is a schematic perspective view showing a state where a hollow rectangular steel beam is placed to the bottom portion of the coupling member shown in FIG. 19 and before the lid is placed to cover the upper surface of the hollow rectangular steel beam.
  • BEST MODES FOR CARRING OUT THE INVENTION
  • A joint structure of iron framework and a coupling member for connecting a rectangular steel beam to a rectangular steel column according to an embodiment of the present invention will be described with reference to drawings.
  • A reference numeral 1 shown in FIG. 1 denotes an iron framework structure constituted by connecting a hollow rectangular beam 4 to a hollow rectangular steel column 2 via a coupling member 3.
  • An outer shape of a cross-section crossing over a longitudinal direction of the hollow rectangular steel column 2 and an outer shape of a cross-section crossing over a longitudinal direction of the hollow rectangular steel beam 4 respectively assume a rectangular shape.
  • The coupling member 3 is used for connecting the hollow rectangular steel beam 4 to the hollow rectangular steel column 2. As shown in FIGS. 2 to 8, the coupling member 3 schematically includes: a rectangular cylinder (substantially rectangular sleeve) 31; U-shaped receiving members 32 each formed on a side surface of the rectangular cylinder (substantially rectangular sleeve); and lids 33 for covering an opening 32 a of each U-shaped receiving member 32 and fixedly attached to each receiving member 32 so as to cover the upper surface of the hollow rectangular steel beam 4 mounted in the U-shaped receiving member 32.
  • The rectangular cylinder (substantially rectangular sleeve) 31 assumes the shape of rectangular cylinder, and is fitted to the outer periphery of the hollow rectangular steel column 2 and is, firmly attached to the hollow rectangular steel column 2 by welding. The site of the rectangular cylinder 31 fixedly attached by welding has a site (denoted by reference numeral A in FIG. 3) extending around the entire circumference of the upper edge portion of the rectangular cylinder (substantially rectangular sleeve) 31 and fixedly attached by welding to the outer periphery of the hollow rectangular steel column 2; and a site (denoted by reference numeral B in FIG. 3) extending around the entire circumference of the lower edge portion of the rectangular cylinder (substantially rectangular sleeve) 31 and fixedly attached by welding to the outer periphery of the hollow rectangular column 2.
  • As shown in FIG. 2, each U-shaped receiving member 32 provided on the side surface of the rectangular cylinder (substantially rectangular sleeve) 31 substantially includes: a U-shaped bottom portion 32 b; a right rising portion 32 c which is one of the sides rising from the bottom portion 32 b; and a left rising portion 32 d which is the other side rising from the bottom portion 32 b.
  • Further, the U-shaped bottom portion 32 b is formed with a bottom bolt hole H1 for allowing a bolt to pass therethrough; the right rising portion 32 c is formed with a right bolt hole H2 for allowing a bolt to pass therethrough; and the left rising portion 32 d is formed with a left bolt hole H3 for allowing a bolt to pass therethrough, respectively.
  • As shown in FIG. 2, each U-shaped receiving member 32 is structured as follows. That is, the U-shaped bottom portion 32 b extends from the side surface of the rectangular cylinder 31 and the U-shaped opening 32 a is directed upward. In addition, the U-shaped end surface of the U-shaped receiving member 32 is fixedly attached to the side surface of the rectangular cylinder and is connected to the hollow rectangular steel beam 4. The reference numeral C shown in FIG. 3 denotes a site of the U-shaped receiving member 32 which is firmly attached by welding to the side surface of the rectangular cylinder 31 along the U-shaped outer periphery of the U-shaped end surface of the U-shaped receiving member 32, that is, not only the side surfaces but also the bottom surface. The U-shaped receiving member 32 shown in FIG. 3 is respectively mounted to the four surfaces of the rectangular cylinder 31, and thus, the U-shaped end surface of the U-shaped receiving member 32 is firmly attached by welding to each of the side surfaces of the rectangular cylinder 31.
  • In addition to the welded sites A and B described above, as shown in FIG. 2, the rectangular cylinder 31 is formed with slits at its side surface. The rectangular cylinder 31 is firmly attached by, for example, welding to the hollow rectangular steel column 2 via these slits S. Meantime, the length, width, and the like of each slit S is properly set in consideration of the strength.
  • Each slit S of the coupling member 3 shown in FIG. 2 is formed on all of the side surfaces of the rectangular cylinder 31, that is, four surfaces. As shown in FIG. 6, one surface is formed with three slits DDD, and another surface is formed with two slits EE, and still another surface is formed with two slits FF, and still another surface is formed with one slit G. The reference numerals D, E, F, and G shown in FIG. 6 respectively show a site where the rectangular steel column 2 and the rectangular cylinder 31 are firmly attached by welding to each other via the slit S.
  • As described above, the coupling member 3 is used for connecting the hollow rectangular steel beam 4 to the hollow rectangular steel column 2 to which the U-shaped receiving members 32 are firmly attached to the side surfaces of the rectangular cylinder 31. As shown in FIGS. 2 and 3, thus-structured coupling member 3 is fitted to the outer periphery of the hollow rectangular steel column 2 and is firmly attached thereto by welding. As described above, in this embodiment, the coupling member 3 is firmly attached to the rectangular cylinder 31 strongly through the welded site A firmly attached to the hollow rectangular steel column 2 over the entire peripheral portion of the rectangular cylinder 31 and the welded site B firmly attached to the hollow rectangular steel column 2 over the entire peripheral portion of the lower edge of the rectangular cylinder 31, in addition to the welded sites D, E, F, G of the slits S.
  • After the coupling member 3 is firmly attached to the rectangular cylinder 31, the hollow rectangular steel beam 4 is moved in the direction along the arrow shown in FIG. 3 (or the hollow rectangular steel beam 4 is moved from upward to downward), so that the hollow rectangular steel beam 4 is brought into contact with the bottom portion 32 b of the U-shaped receiving member 32 (see FIG. 4).
  • The reference numeral 41 in FIGS. 3 and 4 denotes a hand insertion hole formed on the upper surface of the hollow rectangular steel beam 4 for allowing a hand to enter therein. The bottom surface of the hollow rectangular steel beam 4 is formed with a bottom surface bolt hole 42 d corresponding to the bottom bolt hole H1 (see FIG. 7); the right surface of the hollow rectangular steel beam 4 is formed with a right surface bolt hole 42 f corresponding to the right bolt hole H2 (see FIGS. 6 and 7); and the left surface of the hollow rectangular steel beam 4 is formed with a left surface bolt hole 42 g corresponding to the left bolt hole H3 (see FIGS. 6 and 7), respectively.
  • Therefore, as shown in FIG. 7, the U-shaped receiving member 32 and the hollow rectangular steel beam 4 are adopted to be connected to each other by the bottom bolt TB and the bottom nut TN via the bottom bolt hole H1 and the bottom surface bolt hole 42 d, by the right bolt RB and the right nut RN via the right bolt hole H2 and the right side surface bolt hole 42 f, and by the left bolt LB and the left nut LN.
  • As described above, since the upper surface of the hollow rectangular steel beam 4 is formed with a hand insertion hole 41 of a size allowing a hand holding a bolt (or a nut) to enter therein, the U-shaped receiving member 32 and the hollow rectangular steel beam 4 can be easily connected to each other by the bottom bolt TB and the bottom nut TN via the bottom bolt hole H1 and the bottom surface bolt hole 42 d, by the right bolt RB and the right nut RN via the right bolt hole H2 and the right side surface bolt hole 42 f, and by the left bolt LB and the left nut LN via the left bolt hole H3 and the left side surface bolt hole 42 g. As a result, the workability can be enhanced.
  • Further, as shown in FIGS. 4 and 5, each lid 33 covering the upper surface of the hollow rectangular steel beam 4 is formed with slits. The lid 33 is firmly attached to the hollow rectangular steel beam 4 via the slits ST by, for example, welding. The length, width, and the like of each slit ST are properly determined in consideration of strength. In this embodiment, four slits, two slits, four slits, and six slits are formed in the respective lids 33. The site where the lid 33 is in contact with the hollow rectangular steel column 2, the site where the lid 33 is in contact with the upper end surface of the left rising portion 32 c, and the site where the lid 33 is in contact with the left rising portion 32 d are also firmly attached by welding.
  • Specifically, each lid 33 is in the shape of rectangle when viewed along its plane, and one side of the rectangle facing to the rectangular cylinder 31 is firmly attached to the rectangular cylinder 31 by welding (the welded site is denoted by the reference numeral X1 in FIG. 5). Another side of the rectangle facing to the right rising portion 32 c which is one of the sides rising from the bottom portion 32 b of the U-shaped receiving member 32 is firmly attached to the right rising portion 32 c by welding (the welded site is denoted by the reference numeral X2 in FIG. 5). Still another side of the rectangle facing to the left rising portion 32 d which is the other side rising from the bottom portion 32 b of the U-shaped receiving member 32 is firmly attached to the left rising portion 32 d by welding (the welded site is denoted by the reference numeral X3 in FIG. 5). The remaining one side of the rectangle facing to the upper surface of the hollow rectangular steel beam is firmly attached to the upper surface of the hollow rectangular steel beam 4 (the welded site is denoted by the reference numeral Z4 in FIG. 5). Further, each lid 33 is firmly attached to the upper surface of the hollow rectangular steel beam 2 (the welded site is denoted by the reference numeral X5 in FIG. 5).
  • Further, as shown in FIGS. 3 and 8 to 12, a reinforcing materials (knot materials) 20 are inserted into the hollow rectangular steel column 2 (the length of the rectangular steel column is 25 m for example) via an inserting hole 2 a at specified intervals (for example, 1 m) so as to traverse the longitudinal direction of the hollow rectangular steel column 2 in order to increase resistance. The reinforcing materials are firmly attached to the hollow rectangular steel column 2 via the inserting hole 2 and other inserting holes 2 b, 2 c, and 2 d. Each site firmly attached by welding is denoted by the reference numeral Y.
  • As shown in FIGS. 9 to 12, at the time of welding, the welding can be performed without using a backing ring. Into the hollow rectangular steel column 2, an unillustrated concrete material (grout material) may be injected. A space between the adjacent reinforcing materials (knot materials) 20 is filled with an unillstrated concrete material (grout material) via a hole 20 a formed at the center of each reinforcing material (knot material) 20.
  • Specifically, the injection of the concrete (grout material) and the like into the hollow rectangular steel column 2 is effective in preventing in-plane buckling from occurring in the hollow rectangular steel column 2 due to the binding force that each reinforcing material (knot material) 20 has. In particular, the resistances to bending moment, shearing force, and axial force applied to the hollow rectangular steel column 2 at the time of earthquake and the like are significantly increased. In addition, the hollow rectangular steel column 2 gains significantly increased resistance to buckling force generated by a vertical loading applied to the hollow rectangular steel column 2. In addition, since the concrete (grout material) and the like are present inside the hollow rectangular steel column 2, the concrete (grout material) and the like are not in contact with the air and thus are free from oxidation. Therefore, the concrete (grout material) and the like maintains its original alkaline nature over a long period of time. Further, the synthesized rigidities of the rectangular steel column 2, the coupling member 3, and the concrete (grout material) and the like significantly increase the stress transmission by the rectangular steel beam 4 at the joint portion.
  • If the resistance does not become short, the reinforcing material (knot material) 20 and an unillustrated concrete material (grout material) and the like inside the hollow rectangular steel column 2 may be omitted properly.
  • Contrarily, if the resistance of the hollow rectangular steel beam 4 becomes short, a reinforcing material (knot material) 20, an unillustrated concrete (grout material), and the like [an unillustrated concrete (grout material) and the like is not necessarily provided to fill the entire space between the adjacent reinforcing materials (knot materials) 20, but may be provided partially between the space therebetween] may be properly provided inside the hollow rectangular steel beam 4 as is the case of the hollow rectangular steel column 2 [the symbol ( ) in FIGS. 9R and 9 to 12 shows a case where the hollow rectangular steel column 2 is substituted by the hollow rectangular steel beam 4].
  • Further, if the lateral length of the hollow rectangular steel beam 4 is longer than its longitudinal length, the lateral coupling member 5 is used for connection (see FIGS. 13 and 14).
  • Specifically, the horizontal coupling member 5 is in the shape of rectangular cylinder. The upper surface of the lateral coupling member 5 is formed with hand insertion holes 51, 52 of the sizes allowing a hand to enter therein. The front surface of the lateral coupling member 5 is formed with a front bolt hole 54. The back surface of the coupling member 5 is formed with a back surface bolt hole 55. The bottom surface of the lateral coupling member 5 is formed with a bottom surface bolt hole 56.
  • One upper surface of the hollow rectangular steel beam 4 is formed with a beam's hand insertion hole 44 corresponding to the hand insertion hole 52. The front surface of the hollow rectangular steel beam 4 is formed with a beam's front bolt hole 45. The back surface of the hollow rectangular steel beam 4 is formed with a beam's bolt hole 46. The bottom surface of the hollow rectangular steel beam 4 is formed with a beam's bottom surface bolt hole 47.
  • The other upper surface of the hollow rectangular steel beam 4 is formed with a beam's hand insertion hole 42 corresponding to a hand insertion hole 51. The front surface of the hollow rectangular steel beam 4 is formed with a beam's front bolt hole 43. The back surface of the hollow rectangular steel beam 4 is formed with a beam's bolt hole (not shown). The bottom surface of the hollow rectangular steel beam 4 is formed with a beam's bottom surface bolt hole (not shown).
  • One side of the hollow rectangular steel beam 4 and the other side of the hollow rectangular steel beam 4 are put into the lateral coupling member 5 in such a manner that the beam's hand insertion hole 44 corresponds to the hand insertion hole 52; the beam's front bolt hole 45 corresponds to the front bolt hole 54; the beam's bolt hole 46 corresponds to the back surface bolt hole 55; the beam's bottom surface bolt hole 47 corresponds to the bottom surface bolt hole 56; the beam's hand insertion hole 42 corresponds to the hand insertion hole 51; the beam's front bolt hole 43 corresponds to the front bolt hole 54; the beam's bolt hole (not shown) formed on the back surface at the other side of the hollow rectangular steel beam 4 corresponds to the back surface bolt hole 55; and the beam's bottom surface bolt hole (not shown) formed on the bottom surface of the other hollow rectangular steel beam 4 corresponds to the bottom surface bolt hole 56. Then, bolts (not shown) are engaged with nuts N1, N2, N3 corresponding to the bolts, and one side of the hollow rectangular steel beam 4 and the other side of the hollow rectangular steel beam 4 are connected to each other via the lateral coupling member 5. After that, the connection between one side of the hollow rectangular steel beam 4 and the other side of the hollow rectangular steel beam 4 is made to be strong via the lateral coupling member 5 by welding via a slit 53 and plates F1, F2.
  • The plate F1 is of a size that can be accommodated in the hand insertion hole 52. The space between the plate F1 and the hand insertion hole 52 is filled by welding so that the plate F1 and the hand insertion hole 52 are connected with each other. The reference numeral Y1 denotes a site connected by welding. The plate F2 is of a size that can be accommodated in the hand insertion hole 51. The space between the plate F2 and the hand insertion hole 52 is filled by welding so that the plate F2 and the hand insertion hole 51 are connected with each other. The reference numeral Y2 denotes a site connected by welding. The reference numeral Y3 denotes a site connected by welding where the lateral member 5 is connected to the hollow rectangular steel beam 4 via the slit 53.
  • In FIGS. 13 and 14, when the lateral length of the hollow rectangular steel beam 4 is longer than its longitudinal length, the connection is made using the lateral coupling member 5 in the shape of rectangular cylinder. However, the present invention is not limited thereto. Although not illustrated, as is the case of the U-shaped receiving member 32 and the lid 33 firmly attached to the U-shaped receiving member 32 described above, the surface having the hole insertion holes 51, 52 and the slit 53 of the lateral coupling member 5 is separated, that is, the surface having the hole insertion holes 51, 52, and the slit 53 is independent from the U-shaped receiving member. Then, the U-shaped receiving member and the surface having the hand insertion holes 51, 52, and the slit 53 may be connected with each other by welding.
  • When the height dimension H of the hollow rectangular steel beam 4 is large as shown in FIG. 15, the hand insertion hole 41 formed on the upper surface of the hollow rectangular steel beam 4 shown in FIG. 4 cannot handle with such a beam having large height (in FIGS. 15 to 17, the same portions as described above are denoted by the same reference numerals and the descriptions thereof are partially omitted).
  • Specifically, as shown in FIGS. 15 to 17, the left side surface of the hollow rectangular steel beam 4 is formed with a hand insertion hole of rectangular beam's left side surface 4 a of a size that allows a hand to enter therein, and the right side surface of the hollow rectangular beam 4 is formed with a hand insertion hole 4 b of rectangular beam's right side surface of a size that allows a hand to enter therein (see FIG. 17), respectively.
  • A surface of the left rising portion 32 d is formed with a hand insertion hole 32 d′ of rising portion's left side surface that corresponds to the hand insertion hole 4 a of rectangular beam's left side surface. A surface of the right rising portion 32 c is formed with a hand insertion hole 32 c′ of rising portion's right side surface that corresponds to the hand insertion hole 4 b of rectangular beam's right side surface. As is the case of the embodiment shown in FIG. 7, as is shown in FIG. 17A, the U-shaped receiving member 32 and the hollow rectangular steel beam 4 are connected to each other by the bottom bolt TB and the bottom nut TN via the bottom bolt hole H1 and the bottom surface bolt hole 42 d, by the right bolt RB and the right-side nut RN via the right bolt hole H1 and the bottom surface bolt hole 42 d, and by the left bolt LB and the left nut LN via the left hole H3 and the left side surface bolt hole 42 g.
  • Further, the upper surface of the hollow rectangular steel beam 4 is covered with the lid 33 shown in FIG. 16. The lid 33 is firmly attached by welding to the hollow rectangular steel beam 4 via the slits ST.
  • The hand insertion hole 4 a of rectangular beam's left side surface is closed via a plate F2′ located inside the hand insertion hole of rising portion's left side surface 32 d′. At the same time, the left rising portion 32 d is connected to the hollow rectangular steel beam 4 by welding via the plate F2′ (see FIG. 17B). Similarly, the hand insertion hole 4 b of rectangular beam's right side surface is closed via a plate F1′ located inside the hand insertion right rising portion right side surface hole 32 c′. At the same time, the right rising portion 32 c is connected to the hollow rectangular steel beam 4 by welding via the plate F1′.
  • In some cases, it is enough to provide either one of the hand insertion hole 4 a of rectangular beam's left side surface and the hand insertion hole 4 b of rectangular beam's right side surface. In such cases, the number of the hand insertion hole (4 a or 4 b) of rectangular beam's side surface is one. The site on the surface of the right rising portion 32 c or on the surface of the left rising portion 32 d that corresponds to the hand insertion hole of rectangular beam's side surface (4 a or 4 b) will be a hand insertion hole of rising portion's side surface (32 c′ or 32 d′).
  • Therefore, according to the joint structure of iron framework 1 described above, the rectangular cylinder 31 of the joint member 3 is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollow rectangular steel column 2 without cutting some midpoint of the hollow rectangular steel column as in prior arts. As a result, the workability is enhanced. In addition, since the beam is a hollow rectangular steel beam 4 unlike a conventional beam having a H-shaped cross section, the strength against the lateral loading is increased.
  • The shape of the U-shaped receiving member 32 is not limited to that shown in FIG. 3. Alternatively, for example, as shown in FIG. 18, the U-shaped receiving member 32 may include: a U-shaped bottom portion 32 b; a right rising portion 32 c which is one of the sides rising from the bottom portion 32 b at an angle of 90 degree with respect to the bottom portion 32 b; and a left rising portion 32 d which is the other side rising from the bottom portion 32 b at an angel exceeding 90 degree [90 degree+θ] with respect to the bottom portion 32 b. In FIG. 18, the reference numeral C′ denotes the welded site where the rectangular cylinder 31 and the U-shaped receiving member 32 are connected to each other by welding. The hollow rectangular steel beam 4 is lifted down to be in contact with the U-shaped receiving member 32.
  • The U-shaped receiving member 32 is not limited to that shown in FIG. 18. Alternatively, for example, as shown in FIGS. 19 and 20, the U-shaped receiving member 32 may include: an L-shaped receiving member 32′ which has only one of the right rising portion 32 c and the left rising portion 32 d which rise from the bottom portion 32 b (in this embodiment, there is no left rising portion 32 d); and a flat plane-shaped member 32d welded to the bottom portion 32 b of the L-shaped receiving member 32′ (the welded site is denoted by the reference numeral G in FIG. 20) at a site where there is no rising portion (in this embodiment, a left rising portion 32 d). In FIG. 19, the hollow rectangular steel beam 4 is lifted down to be in contact with the U-shaped receiving member 32. The reference numeral H1 5 denotes a bottom bolt hole, H2 5 a right bolt hole, and H3 5 a left bolt hole.

Claims (11)

1. A joint structure of iron framework for connecting a hollow rectangular steel beam to a hollow rectangular steel column via a coupling member, wherein the coupling member comprising:
a rectangular cylinder fitted to an outer periphery of the hollow rectangular steel column and firmly attached to the hollow rectangular steel column;
a U-shaped receiving member provided to a side surface of the rectangular cylinder for connecting the hollow rectangular steel beam, the U-shaped receiving member having a bottom portion protruded from the side surface of the rectangular cylinder, having a U-shaped opening portion located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder; and
a lid firmly attached to the U-shaped receiving member in a state of covering the upper surface of the hollow rectangular steel beam mounted in the U-shaped receiving member.
2. The joint structure of iron framework according to claim 1, wherein a slit is formed on each side surface of a rectangular cylinder, and the rectangular cylinder is firmly attached to a hollow rectangular steel column via the slit.
3. The joint structure of iron framework according to claim 1, wherein the bottom portion of the U-shaped receiving member is formed with a bottom bolt hole for allowing a bolt to pass therethrough, a right rising portion which is one of the sides rising from the bottom portion is formed with a right bolt hole for allowing a bolt to pass therethrough, and a left rising portion which is the other side rising from the bottom portion is formed with a left bolt hole, respectively, and
wherein the bottom surface of the hollow rectangular steel beam is formed with a bottom surface bolt hole corresponding to the bottom bolt hole, and the left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, and a left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole,
wherein the upper surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size allowing a hand to enter therein, and
wherein the U-shaped receiving member and the hollow rectangular steel beam are connected to each other by the bottom bolt and the bottom nut via the bottom bolt hole and the bottom surface bolt hole, by the left bolt and the left nut via the left bolt hole and the left side surface bolt hole, and by the right bolt and the right nut via the right bolt hole and the right side surface bolt hole.
4. The joint structure of iron framework according to claim 1, wherein the bottom portion of the U-shaped receiving member is formed with a bottom bolt hole for allowing a bolt to pass therethrough, a surface of a right rising portion which is one of the sides rising from the bottom portion of the U-shaped receiving member is formed with a right bolt hole for allowing a bolt to pass therethrough, and a surface of a left rising portion which is the other side rising from the bottom portion is formed with a left bolt hole, respectively;
wherein the bottom surface of the hollow rectangular steel beam is formed with a bottom surface bolt hole corresponding to the bottom bolt hole, and the left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole, and a left side surface of the hollow rectangular steel beam is formed with a left side surface bolt hole corresponding to the left bolt hole;
wherein the side surface of the hollow rectangular steel beam is formed with a hand insertion hole of a size allowing a hand to enter therein;
wherein a surface of the right rising portion or a surface of the left rising portion is formed with a hand insertion hole of rising portion's side surface corresponding to the hand insertion hole of rectangular beam's side surface; and
wherein the U-shaped receiving member and the hollow rectangular steel beam are connected to each other by the bottom bolt and the bottom nut via the bottom bolt hole and the bottom surface bolt hole, by the left bolt and the left nut via the left bolt hole and the left side surface bolt hole, and by the right bolt and the right nut via the right bolt hole and the right side surface bolt hole.
5. The joint structure of iron framework according to claim 1, wherein a lid is in a rectangular shape when viewed along its plane,
wherein one side of the rectangle facing to the hollow rectangular steel column is firmly attached to a rectangular cylinder by welding;
wherein another side of the rectangle facing to the right rising portion which is one of the sides rising from the U-shaped receiving member is firmly attached to the right rising portion by welding;
wherein still another of the rectangle facing to the left rising portion which is the other side rising from the U-shaped receiving member is firmly attached to the left rising portion by welding;
wherein the remaining one side of the rectangle facing to the upper surface of the hollow rectangular steel beam is firmly attached to the hollow rectangular steel beam; and
wherein the lid is formed with slits, and the lid is firmly attached to the hollow rectangular steel beam via the slits.
6. The joint structure of iron framework according to claim 1, wherein a reinforcing member is provided to traverse the hollow rectangular steel column along its longitudinal direction.
7. The joint structure of iron framework according to claim 1, wherein a reinforcing member is provided to traverse the hollow rectangular steel beam along its longitudinal direction.
8. The joint structure of iron framework according to claim 1, wherein a reinforcing member is provided to traverse the hollow rectangular steel beam along its longitudinal direction.
9. The joint structure of iron framework according to claim 1, wherein a plurality of reinforcing members are provided to traverse the hollow rectangular steel beam in its longitudinal direction, and a grout material is injected in a space between the reinforcing members.
10. The joint structure of iron framework according to claim 1, wherein the U-shaped receiving member includes: an L-shaped receiving member without either one of the right rising portion and the left rising portion rising from the bottom portion; and a flat-shaped member connected to the bottom portion of the L-shaped receiving member by welding at a position having no rising portion so as to form a U shape in cross section.
11. A coupling member including:
a rectangular cylinder fitted to an outer periphery of a hollow rectangular steel column and firmly attached to a hollow rectangular steel column;
a U-shaped receiving member provided to a side surface of the rectangular cylinder, the U-shaped receiving member having a bottom portion protruded from the side surface of the rectangular cylinder, having a U-shaped opening portion located to face upward, having a U-shaped end surface firmly attached to the side surface of the rectangular cylinder; and
a lid firmly attached to the U-shaped receiving member in a state of covering the upper surface of the hollow rectangular steel beam mounted in the U-shaped receiving
US11/430,125 2005-05-24 2006-05-09 Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column Abandoned US20060265992A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2005-150513 2005-05-24
JP2005150513A JP3749250B1 (en) 2005-05-24 2005-05-24 Joint structure for steel frame and joint for joining square steel beam to square steel column

Publications (1)

Publication Number Publication Date
US20060265992A1 true US20060265992A1 (en) 2006-11-30

Family

ID=36032099

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/430,125 Abandoned US20060265992A1 (en) 2005-05-24 2006-05-09 Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column

Country Status (2)

Country Link
US (1) US20060265992A1 (en)
JP (1) JP3749250B1 (en)

Cited By (51)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2009201594A1 (en) * 2008-04-21 2009-11-05 Prestmac Pty Ltd Building system
WO2012006764A1 (en) * 2010-07-12 2012-01-19 宁波邦达实业有限公司 Connecting structure for embedment-type composite profile
US20120210669A1 (en) * 2011-02-18 2012-08-23 Senvex Co., Ltd. Method of constructing prefabricated steel reinforced concrete (psrc) column using angle steels and psrc column using angle steels
EP2589717A1 (en) * 2011-11-07 2013-05-08 MetalRi snc Concrete and steel structural node to connect beams to column
CN103233510A (en) * 2013-04-24 2013-08-07 北京工业大学 Steel truss support capable of windowing and steel truss barrel structure including same
US20130283721A1 (en) * 2012-04-25 2013-10-31 Tae Sang Ahn Steel frame structure using u-shaped composite beam
US20140026514A1 (en) * 2012-07-25 2014-01-30 Tait Towers, Inc. Portable structure
US20140123573A1 (en) * 2012-11-06 2014-05-08 FC+Skanska Modular, LLC Modular building unit connection system
ES2523757A1 (en) * 2013-05-30 2014-12-01 Félix Víctor DÍAZ HERMOSO Modular system for the construction of housing spaces and connection piece for the execution of said system (Machine-translation by Google Translate, not legally binding)
US9334642B1 (en) * 2015-04-14 2016-05-10 Senqcia Corporation Connection structure of column and beam, and reinforcing member
CN106013441A (en) * 2016-07-13 2016-10-12 李波 Connecting casing with steel structure
WO2016170555A1 (en) * 2015-04-24 2016-10-27 Gianfranco Spellucci Device for connecting two beams and structure comprising said device
US20170130444A1 (en) * 2015-11-05 2017-05-11 Carbon Development Services, LLC Building frame connector and method of use
US20170211274A1 (en) * 2012-02-20 2017-07-27 Ctb Midwest, Inc. Structural Tube
CN107190863A (en) * 2017-07-14 2017-09-22 天水大成精工制造有限公司 The box units of Box Modular Building splice node with Wide Worktable plate
US20170314254A1 (en) * 2016-05-02 2017-11-02 Mitek Holdings, Inc. Moment resisting bi-axial beam-to-column joint connection
US20180002913A1 (en) * 2016-07-01 2018-01-04 Senqcia Corporation Connection structure of column and beam and method for connecting column and beam
US9932734B1 (en) * 2016-10-03 2018-04-03 Roger Winter Deck component with post sleeve and flanges
CN108149786A (en) * 2018-01-18 2018-06-12 南京林业大学 A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam
CN109162348A (en) * 2018-10-17 2019-01-08 苏州昆仑绿建木结构科技股份有限公司 A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam
US10174498B2 (en) 2016-10-03 2019-01-08 Roger Winter Deck component with post sleeve and flanges
US10179991B2 (en) * 2016-10-03 2019-01-15 Mitek Holdings, Inc. Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
US20190024365A1 (en) * 2016-01-13 2019-01-24 Emmeallaenne S.r.l. Modular building structure with integrated plants
US20190093335A1 (en) * 2017-09-26 2019-03-28 Pravin Nanayakkara Composite floor joist
US10246868B2 (en) * 2014-11-26 2019-04-02 Andrew PRIDHAM Modular platform assembly and a method of assembling a modular platform
US10260235B1 (en) * 2017-09-25 2019-04-16 Pravin Nanayakkara Construction metallic trapezoidal systems
US20190112771A1 (en) * 2007-10-30 2019-04-18 Harold Hawkins, III Docking system with joint supports
USD848540S1 (en) * 2015-09-18 2019-05-14 Jeff NILSSON Part for a toy construction set
CN109837989A (en) * 2019-04-03 2019-06-04 曹友国 A kind of connector combined for assembling house frame
US10316507B2 (en) 2014-09-02 2019-06-11 Corebrace, Llc Moment-resisting frames, kits for assembling the same, and methods of repairing the same
US10422140B2 (en) * 2016-10-05 2019-09-24 Danny P. Mitchell Screen enclosure support assembly
EP3366853B1 (en) * 2017-02-24 2020-04-22 New World China Land Limited Prefabricated structural system and assembling method thereof
US10689876B2 (en) 2015-12-09 2020-06-23 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
US10760261B2 (en) * 2015-12-09 2020-09-01 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
CN111622349A (en) * 2020-05-06 2020-09-04 重庆大学 Assembled brace rod connection form suitable for cable support prestressed steel column
CN112282059A (en) * 2020-11-25 2021-01-29 灵境(湖北)科技有限公司 Connecting steel member for construction site
US10954663B2 (en) * 2019-07-24 2021-03-23 Qingdao university of technology Cylindrical sleeve-type steel-wood composite joint and the assembly method
CN112609825A (en) * 2020-12-10 2021-04-06 中国建筑第八工程局有限公司 Connection structure at building node and construction method thereof
US10975562B2 (en) 2018-11-13 2021-04-13 Katerra Inc. Smart corner and wall frame system
US20210140168A1 (en) * 2019-11-13 2021-05-13 Mitek Holdings, Inc. Bolted beam to column connections
US11098476B2 (en) * 2017-09-22 2021-08-24 Gaurian Corporation Connecting core for column-beam joint and connection method using the same
US11155989B1 (en) * 2020-07-13 2021-10-26 Qingdao university of technology Double-steel tube concrete beam-column joint with internal fiber reinforced polymer (FRP) bar connectors and assembly method
US11236505B2 (en) * 2019-05-15 2022-02-01 Cover Technologies, Inc. Panelized structural building system
US11236502B2 (en) 2016-10-03 2022-02-01 Mitek Holdings, Inc. Gusset plate and column assembly for moment resisting bi-axial beam-to-column joint connections
CN114134998A (en) * 2021-12-10 2022-03-04 郑州宸博建筑科技有限公司 High-strength building steel structure
CN114351857A (en) * 2021-12-20 2022-04-15 安徽跨宇钢结构网架工程有限公司 Assembly type node of H-shaped steel beam and square tubular column and construction method
CN114892804A (en) * 2022-05-16 2022-08-12 青岛义和钢构集团有限公司 Frame type steel structure building connecting piece
US11434633B2 (en) * 2019-05-31 2022-09-06 Charles Post System and associated methods for multistory building construction
US11466446B1 (en) * 2018-12-27 2022-10-11 Inproduction, Inc. Quick-assemble construction system and freestanding seating system utilizing same
CN115199033A (en) * 2022-05-30 2022-10-18 广西良创建筑铝模科技有限公司 Steel column mould and aluminum alloy template overlap joint ring cover structure
US20240044134A1 (en) * 2022-08-04 2024-02-08 Tate Access Floors, Inc. Service access floor panel

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012167462A (en) * 2011-02-13 2012-09-06 Hirayama Setsubi Kogyo Co Ltd Joint member, joint structure using the same, and steel-frame building
KR101212341B1 (en) 2011-05-11 2012-12-13 (주) 동양구조안전기술 Single Layer Free Form Node
JP5844181B2 (en) * 2012-03-07 2016-01-13 旭化成ホームズ株式会社 Bonding structure for long members
KR101632615B1 (en) * 2016-05-16 2016-06-22 정병영 Base structure for connection of column and beam
CN108505619A (en) * 2017-02-24 2018-09-07 新世界中国地产有限公司 Prefabricated construction system and its assemble method
CN107401223A (en) * 2017-09-25 2017-11-28 浙江昱美创新建筑科技有限公司 A kind of attachment structure for steel structural upright column and crossbeam
JP7232706B2 (en) * 2019-05-20 2023-03-03 株式会社Lixil Column-beam connection structure and roof structure
CN113216395B (en) * 2021-05-21 2022-08-05 中建科工集团有限公司 Steel pipe intersection connecting device and installation method

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US949394A (en) * 1909-10-06 1910-02-15 Daniel J Daly Coupling for members for building-frames, &c.
US2970676A (en) * 1958-01-27 1961-02-07 Olin Mathieson Framework construction
US4014089A (en) * 1975-02-21 1977-03-29 Kajima Corporation Method of connecting beams and columns of steel frame construction
US4125973A (en) * 1977-03-28 1978-11-21 Realsources, Inc. Form assembly for building framework
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
US5440844A (en) * 1991-01-09 1995-08-15 Misawa Homes Co., Ltd. Connectors for building unit
US5624160A (en) * 1994-09-12 1997-04-29 Koch; Roger Aircraft divan
US6543751B1 (en) * 2000-08-22 2003-04-08 James F. Spruill Rail and fence bracket apparatus
US20040093825A1 (en) * 2001-02-15 2004-05-20 Dae-Jun Lee Tubular structure and modular building assembly using the same

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS564101Y2 (en) * 1975-07-16 1981-01-29
JP4092873B2 (en) * 2000-12-28 2008-05-28 鹿島建設株式会社 Structure of beam member and joint part of beam member and column member
JP4029140B2 (en) * 2003-03-19 2008-01-09 日立機材株式会社 Diaphragm

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US949394A (en) * 1909-10-06 1910-02-15 Daniel J Daly Coupling for members for building-frames, &c.
US2970676A (en) * 1958-01-27 1961-02-07 Olin Mathieson Framework construction
US4014089A (en) * 1975-02-21 1977-03-29 Kajima Corporation Method of connecting beams and columns of steel frame construction
US4125973A (en) * 1977-03-28 1978-11-21 Realsources, Inc. Form assembly for building framework
US5440844A (en) * 1991-01-09 1995-08-15 Misawa Homes Co., Ltd. Connectors for building unit
US5289665A (en) * 1991-09-26 1994-03-01 Higgins Gregory J Orthogonal framework for modular building systems
US5624160A (en) * 1994-09-12 1997-04-29 Koch; Roger Aircraft divan
US6543751B1 (en) * 2000-08-22 2003-04-08 James F. Spruill Rail and fence bracket apparatus
US20040093825A1 (en) * 2001-02-15 2004-05-20 Dae-Jun Lee Tubular structure and modular building assembly using the same

Cited By (68)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10494782B2 (en) * 2007-10-30 2019-12-03 Wahoo Docks, Llc Docking system with joint supports
US20190112771A1 (en) * 2007-10-30 2019-04-18 Harold Hawkins, III Docking system with joint supports
AU2009201594A1 (en) * 2008-04-21 2009-11-05 Prestmac Pty Ltd Building system
WO2012006764A1 (en) * 2010-07-12 2012-01-19 宁波邦达实业有限公司 Connecting structure for embedment-type composite profile
US20120210669A1 (en) * 2011-02-18 2012-08-23 Senvex Co., Ltd. Method of constructing prefabricated steel reinforced concrete (psrc) column using angle steels and psrc column using angle steels
US8640419B2 (en) * 2011-02-18 2014-02-04 Senvex Co., Ltd. Method of constructing prefabricated steel reinforced concrete (PSRC) column using angle steels and PSRC column using angle steels
EP2589717A1 (en) * 2011-11-07 2013-05-08 MetalRi snc Concrete and steel structural node to connect beams to column
US20170211274A1 (en) * 2012-02-20 2017-07-27 Ctb Midwest, Inc. Structural Tube
US9976305B2 (en) * 2012-02-20 2018-05-22 Ctb Midwest, Inc. Structural tube
US8915042B2 (en) * 2012-04-25 2014-12-23 Drb Holding Co., Ltd. Steel frame structure using U-shaped composite beam
US20130283721A1 (en) * 2012-04-25 2013-10-31 Tae Sang Ahn Steel frame structure using u-shaped composite beam
US20140026514A1 (en) * 2012-07-25 2014-01-30 Tait Towers, Inc. Portable structure
US8789335B2 (en) * 2012-07-25 2014-07-29 Tait Towers Manufacturing, LLC. Portable structure
US20140123573A1 (en) * 2012-11-06 2014-05-08 FC+Skanska Modular, LLC Modular building unit connection system
US9366020B2 (en) * 2012-11-06 2016-06-14 Fc Modular, Llc Modular building unit connection system
CN103233510A (en) * 2013-04-24 2013-08-07 北京工业大学 Steel truss support capable of windowing and steel truss barrel structure including same
ES2523757A1 (en) * 2013-05-30 2014-12-01 Félix Víctor DÍAZ HERMOSO Modular system for the construction of housing spaces and connection piece for the execution of said system (Machine-translation by Google Translate, not legally binding)
US10584477B2 (en) 2014-09-02 2020-03-10 Durafuse Frames, Llc Moment-resisting frames and kits for assembling the same
US10316507B2 (en) 2014-09-02 2019-06-11 Corebrace, Llc Moment-resisting frames, kits for assembling the same, and methods of repairing the same
US10246868B2 (en) * 2014-11-26 2019-04-02 Andrew PRIDHAM Modular platform assembly and a method of assembling a modular platform
US9334642B1 (en) * 2015-04-14 2016-05-10 Senqcia Corporation Connection structure of column and beam, and reinforcing member
WO2016170555A1 (en) * 2015-04-24 2016-10-27 Gianfranco Spellucci Device for connecting two beams and structure comprising said device
USD848540S1 (en) * 2015-09-18 2019-05-14 Jeff NILSSON Part for a toy construction set
US20170130444A1 (en) * 2015-11-05 2017-05-11 Carbon Development Services, LLC Building frame connector and method of use
US10119265B2 (en) * 2015-11-05 2018-11-06 Carbon Development Services, LLC Building frame connector and method of use
US10760261B2 (en) * 2015-12-09 2020-09-01 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
US10689876B2 (en) 2015-12-09 2020-06-23 Durafuse Frames, Llc Beam-to-column connection systems and moment-resisting frames including the same
US10526781B2 (en) * 2016-01-13 2020-01-07 Emmeallaenne S.r.l. Modular building structure with integrated plants
US20190024365A1 (en) * 2016-01-13 2019-01-24 Emmeallaenne S.r.l. Modular building structure with integrated plants
US20190161956A1 (en) * 2016-05-02 2019-05-30 Mitek Holdings, Inc. Moment resisting bi-axial beam-to-column joint connection
US11332920B2 (en) * 2016-05-02 2022-05-17 Mitek Holdings, Inc. Moment resisting bi-axial beam-to-column joint connection
US20170314254A1 (en) * 2016-05-02 2017-11-02 Mitek Holdings, Inc. Moment resisting bi-axial beam-to-column joint connection
US20180002913A1 (en) * 2016-07-01 2018-01-04 Senqcia Corporation Connection structure of column and beam and method for connecting column and beam
US10000919B2 (en) * 2016-07-01 2018-06-19 Senqcia Corporation Connection structure of column and beam and method for connecting column and beam
CN106013441A (en) * 2016-07-13 2016-10-12 李波 Connecting casing with steel structure
US10179991B2 (en) * 2016-10-03 2019-01-15 Mitek Holdings, Inc. Forming column assemblies for moment resisting bi-axial beam-to-column joint connections
US9932734B1 (en) * 2016-10-03 2018-04-03 Roger Winter Deck component with post sleeve and flanges
US11236502B2 (en) 2016-10-03 2022-02-01 Mitek Holdings, Inc. Gusset plate and column assembly for moment resisting bi-axial beam-to-column joint connections
US10174498B2 (en) 2016-10-03 2019-01-08 Roger Winter Deck component with post sleeve and flanges
US20180094418A1 (en) * 2016-10-03 2018-04-05 Roger Winter Deck component with post sleeve and flanges
US10422140B2 (en) * 2016-10-05 2019-09-24 Danny P. Mitchell Screen enclosure support assembly
EP3366853B1 (en) * 2017-02-24 2020-04-22 New World China Land Limited Prefabricated structural system and assembling method thereof
CN107190863A (en) * 2017-07-14 2017-09-22 天水大成精工制造有限公司 The box units of Box Modular Building splice node with Wide Worktable plate
US11098476B2 (en) * 2017-09-22 2021-08-24 Gaurian Corporation Connecting core for column-beam joint and connection method using the same
US10260235B1 (en) * 2017-09-25 2019-04-16 Pravin Nanayakkara Construction metallic trapezoidal systems
US10538906B2 (en) * 2017-09-26 2020-01-21 Pravin Nanayakkara Composite floor joist
US20190093335A1 (en) * 2017-09-26 2019-03-28 Pravin Nanayakkara Composite floor joist
CN108149786A (en) * 2018-01-18 2018-06-12 南京林业大学 A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam
CN109162348A (en) * 2018-10-17 2019-01-08 苏州昆仑绿建木结构科技股份有限公司 A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam
US11248372B2 (en) 2018-11-13 2022-02-15 Vbc Tracy Llc Smart corner and wall frame system
US10975562B2 (en) 2018-11-13 2021-04-13 Katerra Inc. Smart corner and wall frame system
US11466446B1 (en) * 2018-12-27 2022-10-11 Inproduction, Inc. Quick-assemble construction system and freestanding seating system utilizing same
CN109837989A (en) * 2019-04-03 2019-06-04 曹友国 A kind of connector combined for assembling house frame
US11236505B2 (en) * 2019-05-15 2022-02-01 Cover Technologies, Inc. Panelized structural building system
US11434633B2 (en) * 2019-05-31 2022-09-06 Charles Post System and associated methods for multistory building construction
US10954663B2 (en) * 2019-07-24 2021-03-23 Qingdao university of technology Cylindrical sleeve-type steel-wood composite joint and the assembly method
US20210140168A1 (en) * 2019-11-13 2021-05-13 Mitek Holdings, Inc. Bolted beam to column connections
US11725378B2 (en) * 2019-11-13 2023-08-15 Mitek Holdings, Inc. Bolted beam to column connections
CN111622349A (en) * 2020-05-06 2020-09-04 重庆大学 Assembled brace rod connection form suitable for cable support prestressed steel column
US11155989B1 (en) * 2020-07-13 2021-10-26 Qingdao university of technology Double-steel tube concrete beam-column joint with internal fiber reinforced polymer (FRP) bar connectors and assembly method
CN112282059A (en) * 2020-11-25 2021-01-29 灵境(湖北)科技有限公司 Connecting steel member for construction site
CN112609825A (en) * 2020-12-10 2021-04-06 中国建筑第八工程局有限公司 Connection structure at building node and construction method thereof
CN114134998A (en) * 2021-12-10 2022-03-04 郑州宸博建筑科技有限公司 High-strength building steel structure
CN114351857A (en) * 2021-12-20 2022-04-15 安徽跨宇钢结构网架工程有限公司 Assembly type node of H-shaped steel beam and square tubular column and construction method
CN114892804A (en) * 2022-05-16 2022-08-12 青岛义和钢构集团有限公司 Frame type steel structure building connecting piece
CN114892804B (en) * 2022-05-16 2024-02-20 青岛义和钢构集团有限公司 Frame type steel structure building connecting piece
CN115199033A (en) * 2022-05-30 2022-10-18 广西良创建筑铝模科技有限公司 Steel column mould and aluminum alloy template overlap joint ring cover structure
US20240044134A1 (en) * 2022-08-04 2024-02-08 Tate Access Floors, Inc. Service access floor panel

Also Published As

Publication number Publication date
JP3749250B1 (en) 2006-02-22
JP2006328676A (en) 2006-12-07

Similar Documents

Publication Publication Date Title
US20060265992A1 (en) Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column
JP5324764B2 (en) Column reinforcement structure
KR101134057B1 (en) Reinforcement structure for pipe and cab structure for construction machine having the same
JP5188864B2 (en) Reinforcement structure and reinforcement method for existing concrete frame
WO2018056437A1 (en) Beam-to-column connection structure, beam-to-column connection method, and reinforcement bar
JP4353918B2 (en) Concrete compaction machine
JP4751193B2 (en) Joint structure of precast slab
KR102212514B1 (en) Mold panel
JP6046932B2 (en) Reinforced structure of perforated beams
JPH07207837A (en) Metal for reinforcing upper and lower parts of through hole for reinforced concrete perforated beam
JP5757510B1 (en) Steel column reinforcement structure
JP5268470B2 (en) How to lift a rebar basket
KR200426656Y1 (en) Head reinforced apparatus for steel pipe
JP3757645B2 (en) Integrated structure of column base and pile
JP4568101B2 (en) Pile-column connection structure
JP4547875B2 (en) Concrete reinforcing structure and reinforcing method
JP5551943B2 (en) Foundation structure using ground improvement body
JP2007186983A (en) Column joint structure such as reinforced concrete column
JP5143526B2 (en) Building column base structure
JP4290634B2 (en) Reinforcing method and reinforcing device for reinforced concrete bar member
JP7339856B2 (en) Joint structure between reinforced concrete columns and steel beams
KR102314836B1 (en) Lattice girder with lap joint
JP6758698B1 (en) Lining plate outer frame
JP4787898B2 (en) Direct fixing type anchor bolt fixing jig
JPH0740561Y2 (en) Beam-column joint structure

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION