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 PDFInfo
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- 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
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- rectangular steel
- hollow rectangular
- bolt hole
- steel beam
- receiving member
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2451—Connections between closed section profiles
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; 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
- E04C2003/043—Joists; 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; 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
- E04C2003/0465—Joists; 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.
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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
- 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) - 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.
-
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 inFIG. 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 inFIG. 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 inFIG. 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 inFIG. 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 ofFIG. 5 . -
FIG. 7 is a schematic cross-sectional view along the line 7-7 ofFIG. 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 inFIG. 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 inFIG. 4 . -
FIG. 10 is a schematic cross-sectional view along the line 10-10 ofFIG. 9 where the reinforcing material (knot material) shown inFIG. 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 ofFIG. 10 in an enlarged state. -
FIG. 12 is a schematic partially enlarged cross-sectional view showing a part ofFIG. 10 in an enlarged stateFIG. 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 inFIG. 1 is longer than its longitudinal length, whereFIG. 13A is a plan view,FIG. 13B is a frontal view, andFIG. 13C is a bottom view. -
FIG. 14 is a schematic exploded perspective view showing theFIG. 13 in an exploded state. -
FIG. 15 is a schematic perspective view of another embodiment ofFIG. 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 inFIG. 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 ofFIG. 16 , andFIG. 17B is a schematic partially enlarged cross-sectional view. -
FIG. 18 is a schematic frontal view according to another embodiment ofFIG. 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 ofFIG. 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 inFIG. 19 and before the lid is placed to cover the upper surface of the hollow rectangular steel beam. - 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 hollowrectangular beam 4 to a hollowrectangular steel column 2 via acoupling 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 hollowrectangular steel beam 4 respectively assume a rectangular shape. - The
coupling member 3 is used for connecting the hollowrectangular steel beam 4 to the hollowrectangular steel column 2. As shown in FIGS. 2 to 8, thecoupling 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); andlids 33 for covering anopening 32 a of each U-shaped receivingmember 32 and fixedly attached to each receivingmember 32 so as to cover the upper surface of the hollowrectangular steel beam 4 mounted in the U-shaped receivingmember 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 hollowrectangular steel column 2 by welding. The site of therectangular cylinder 31 fixedly attached by welding has a site (denoted by reference numeral A inFIG. 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 hollowrectangular steel column 2; and a site (denoted by reference numeral B inFIG. 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 hollowrectangular column 2. - As shown in
FIG. 2 , each U-shaped receivingmember 32 provided on the side surface of the rectangular cylinder (substantially rectangular sleeve) 31 substantially includes: aU-shaped bottom portion 32 b; aright rising portion 32 c which is one of the sides rising from thebottom portion 32 b; and a left risingportion 32 d which is the other side rising from thebottom 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; theright rising portion 32 c is formed with a right bolt hole H2 for allowing a bolt to pass therethrough; and theleft 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 receivingmember 32 is structured as follows. That is, theU-shaped bottom portion 32 b extends from the side surface of therectangular cylinder 31 and theU-shaped opening 32 a is directed upward. In addition, the U-shaped end surface of the U-shaped receivingmember 32 is fixedly attached to the side surface of the rectangular cylinder and is connected to the hollowrectangular steel beam 4. The reference numeral C shown inFIG. 3 denotes a site of the U-shaped receivingmember 32 which is firmly attached by welding to the side surface of therectangular cylinder 31 along the U-shaped outer periphery of the U-shaped end surface of the U-shaped receivingmember 32, that is, not only the side surfaces but also the bottom surface. The U-shaped receivingmember 32 shown inFIG. 3 is respectively mounted to the four surfaces of therectangular cylinder 31, and thus, the U-shaped end surface of the U-shaped receivingmember 32 is firmly attached by welding to each of the side surfaces of therectangular cylinder 31. - In addition to the welded sites A and B described above, as shown in
FIG. 2 , therectangular cylinder 31 is formed with slits at its side surface. Therectangular cylinder 31 is firmly attached by, for example, welding to the hollowrectangular 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 inFIG. 2 is formed on all of the side surfaces of therectangular cylinder 31, that is, four surfaces. As shown inFIG. 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 inFIG. 6 respectively show a site where therectangular steel column 2 and therectangular 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 hollowrectangular steel beam 4 to the hollowrectangular steel column 2 to which theU-shaped receiving members 32 are firmly attached to the side surfaces of therectangular cylinder 31. As shown inFIGS. 2 and 3 , thus-structuredcoupling member 3 is fitted to the outer periphery of the hollowrectangular steel column 2 and is firmly attached thereto by welding. As described above, in this embodiment, thecoupling member 3 is firmly attached to therectangular cylinder 31 strongly through the welded site A firmly attached to the hollowrectangular steel column 2 over the entire peripheral portion of therectangular cylinder 31 and the welded site B firmly attached to the hollowrectangular steel column 2 over the entire peripheral portion of the lower edge of therectangular 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 therectangular cylinder 31, the hollowrectangular steel beam 4 is moved in the direction along the arrow shown inFIG. 3 (or the hollowrectangular steel beam 4 is moved from upward to downward), so that the hollowrectangular steel beam 4 is brought into contact with thebottom portion 32 b of the U-shaped receiving member 32 (seeFIG. 4 ). - The
reference numeral 41 inFIGS. 3 and 4 denotes a hand insertion hole formed on the upper surface of the hollowrectangular steel beam 4 for allowing a hand to enter therein. The bottom surface of the hollowrectangular steel beam 4 is formed with a bottomsurface bolt hole 42 d corresponding to the bottom bolt hole H1 (seeFIG. 7 ); the right surface of the hollowrectangular steel beam 4 is formed with a rightsurface bolt hole 42 f corresponding to the right bolt hole H2 (seeFIGS. 6 and 7 ); and the left surface of the hollowrectangular steel beam 4 is formed with a leftsurface bolt hole 42 g corresponding to the left bolt hole H3 (seeFIGS. 6 and 7 ), respectively. - Therefore, as shown in
FIG. 7 , the U-shaped receivingmember 32 and the hollowrectangular 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 bottomsurface bolt hole 42 d, by the right bolt RB and the right nut RN via the right bolt hole H2 and the right sidesurface 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 ahand insertion hole 41 of a size allowing a hand holding a bolt (or a nut) to enter therein, the U-shaped receivingmember 32 and the hollowrectangular 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 bottomsurface bolt hole 42 d, by the right bolt RB and the right nut RN via the right bolt hole H2 and the right sidesurface bolt hole 42 f, and by the left bolt LB and the left nut LN via the left bolt hole H3 and the left sidesurface bolt hole 42 g. As a result, the workability can be enhanced. - Further, as shown in
FIGS. 4 and 5 , eachlid 33 covering the upper surface of the hollowrectangular steel beam 4 is formed with slits. Thelid 33 is firmly attached to the hollowrectangular 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 therespective lids 33. The site where thelid 33 is in contact with the hollowrectangular steel column 2, the site where thelid 33 is in contact with the upper end surface of theleft rising portion 32 c, and the site where thelid 33 is in contact with theleft 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 therectangular cylinder 31 is firmly attached to therectangular cylinder 31 by welding (the welded site is denoted by the reference numeral X1 inFIG. 5 ). Another side of the rectangle facing to theright rising portion 32 c which is one of the sides rising from thebottom portion 32 b of the U-shaped receivingmember 32 is firmly attached to theright rising portion 32 c by welding (the welded site is denoted by the reference numeral X2 inFIG. 5 ). Still another side of the rectangle facing to theleft rising portion 32 d which is the other side rising from thebottom portion 32 b of the U-shaped receivingmember 32 is firmly attached to theleft rising portion 32 d by welding (the welded site is denoted by the reference numeral X3 inFIG. 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 inFIG. 5 ). Further, eachlid 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 inFIG. 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 insertinghole 2 a at specified intervals (for example, 1 m) so as to traverse the longitudinal direction of the hollowrectangular steel column 2 in order to increase resistance. The reinforcing materials are firmly attached to the hollowrectangular steel column 2 via the insertinghole 2 and other insertingholes - 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 ahole 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 hollowrectangular 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 hollowrectangular steel column 2 at the time of earthquake and the like are significantly increased. In addition, the hollowrectangular steel column 2 gains significantly increased resistance to buckling force generated by a vertical loading applied to the hollowrectangular steel column 2. In addition, since the concrete (grout material) and the like are present inside the hollowrectangular 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 therectangular steel column 2, thecoupling member 3, and the concrete (grout material) and the like significantly increase the stress transmission by therectangular 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 hollowrectangular steel beam 4 as is the case of the hollow rectangular steel column 2 [the symbol ( ) inFIGS. 9R and 9 to 12 shows a case where the hollowrectangular 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, thelateral coupling member 5 is used for connection (seeFIGS. 13 and 14 ). - Specifically, the
horizontal coupling member 5 is in the shape of rectangular cylinder. The upper surface of thelateral coupling member 5 is formed with hand insertion holes 51, 52 of the sizes allowing a hand to enter therein. The front surface of thelateral coupling member 5 is formed with afront bolt hole 54. The back surface of thecoupling member 5 is formed with a backsurface bolt hole 55. The bottom surface of thelateral coupling member 5 is formed with a bottomsurface bolt hole 56. - One upper surface of the hollow
rectangular steel beam 4 is formed with a beam'shand insertion hole 44 corresponding to thehand insertion hole 52. The front surface of the hollowrectangular steel beam 4 is formed with a beam'sfront bolt hole 45. The back surface of the hollowrectangular steel beam 4 is formed with a beam'sbolt hole 46. The bottom surface of the hollowrectangular steel beam 4 is formed with a beam's bottomsurface bolt hole 47. - The other upper surface of the hollow
rectangular steel beam 4 is formed with a beam'shand insertion hole 42 corresponding to ahand insertion hole 51. The front surface of the hollowrectangular steel beam 4 is formed with a beam'sfront bolt hole 43. The back surface of the hollowrectangular steel beam 4 is formed with a beam's bolt hole (not shown). The bottom surface of the hollowrectangular 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 hollowrectangular steel beam 4 are put into thelateral coupling member 5 in such a manner that the beam'shand insertion hole 44 corresponds to thehand insertion hole 52; the beam'sfront bolt hole 45 corresponds to thefront bolt hole 54; the beam'sbolt hole 46 corresponds to the backsurface bolt hole 55; the beam's bottomsurface bolt hole 47 corresponds to the bottomsurface bolt hole 56; the beam'shand insertion hole 42 corresponds to thehand insertion hole 51; the beam'sfront bolt hole 43 corresponds to thefront bolt hole 54; the beam's bolt hole (not shown) formed on the back surface at the other side of the hollowrectangular steel beam 4 corresponds to the backsurface bolt hole 55; and the beam's bottom surface bolt hole (not shown) formed on the bottom surface of the other hollowrectangular steel beam 4 corresponds to the bottomsurface bolt hole 56. Then, bolts (not shown) are engaged with nuts N1, N2, N3 corresponding to the bolts, and one side of the hollowrectangular steel beam 4 and the other side of the hollowrectangular steel beam 4 are connected to each other via thelateral coupling member 5. After that, the connection between one side of the hollowrectangular steel beam 4 and the other side of the hollowrectangular steel beam 4 is made to be strong via thelateral coupling member 5 by welding via aslit 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 thehand insertion hole 52 is filled by welding so that the plate F1 and thehand 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 thehand insertion hole 51. The space between the plate F2 and thehand insertion hole 52 is filled by welding so that the plate F2 and thehand 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 thelateral member 5 is connected to the hollowrectangular steel beam 4 via theslit 53. - In
FIGS. 13 and 14 , when the lateral length of the hollowrectangular steel beam 4 is longer than its longitudinal length, the connection is made using thelateral 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 receivingmember 32 and thelid 33 firmly attached to the U-shaped receivingmember 32 described above, the surface having the hole insertion holes 51, 52 and theslit 53 of thelateral coupling member 5 is separated, that is, the surface having the hole insertion holes 51, 52, and theslit 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 theslit 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 inFIG. 15 , thehand insertion hole 41 formed on the upper surface of the hollowrectangular steel beam 4 shown inFIG. 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'sleft side surface 4 a of a size that allows a hand to enter therein, and the right side surface of the hollowrectangular beam 4 is formed with ahand insertion hole 4 b of rectangular beam's right side surface of a size that allows a hand to enter therein (seeFIG. 17 ), respectively. - A surface of the
left rising portion 32 d is formed with ahand insertion hole 32 d′ of rising portion's left side surface that corresponds to thehand insertion hole 4 a of rectangular beam's left side surface. A surface of theright rising portion 32 c is formed with ahand insertion hole 32 c′ of rising portion's right side surface that corresponds to thehand insertion hole 4 b of rectangular beam's right side surface. As is the case of the embodiment shown inFIG. 7 , as is shown inFIG. 17A , the U-shaped receivingmember 32 and the hollowrectangular 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 bottomsurface bolt hole 42 d, by the right bolt RB and the right-side nut RN via the right bolt hole H1 and the bottomsurface bolt hole 42 d, and by the left bolt LB and the left nut LN via the left hole H3 and the left sidesurface bolt hole 42 g. - Further, the upper surface of the hollow
rectangular steel beam 4 is covered with thelid 33 shown inFIG. 16 . Thelid 33 is firmly attached by welding to the hollowrectangular 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'sleft side surface 32 d′. At the same time, theleft rising portion 32 d is connected to the hollowrectangular steel beam 4 by welding via the plate F2′ (seeFIG. 17B ). Similarly, thehand 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 rightside surface hole 32 c′. At the same time, theright rising portion 32 c is connected to the hollowrectangular 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 thehand 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 theright rising portion 32 c or on the surface of theleft 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 thejoint member 3 is fitted to the outer periphery of the hollow rectangular steel column and is firmly attached to the hollowrectangular 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 hollowrectangular 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 inFIG. 3 . Alternatively, for example, as shown inFIG. 18 , the U-shaped receivingmember 32 may include: aU-shaped bottom portion 32 b; aright rising portion 32 c which is one of the sides rising from thebottom portion 32 b at an angle of 90 degree with respect to thebottom portion 32 b; and a left risingportion 32 d which is the other side rising from thebottom portion 32 b at an angel exceeding 90 degree [90 degree+θ] with respect to thebottom portion 32 b. InFIG. 18 , the reference numeral C′ denotes the welded site where therectangular cylinder 31 and the U-shaped receivingmember 32 are connected to each other by welding. The hollowrectangular steel beam 4 is lifted down to be in contact with the U-shaped receivingmember 32. - The U-shaped receiving
member 32 is not limited to that shown inFIG. 18 . Alternatively, for example, as shown inFIGS. 19 and 20 , the U-shaped receivingmember 32 may include: an L-shaped receivingmember 32′ which has only one of theright rising portion 32 c and theleft rising portion 32 d which rise from thebottom portion 32 b (in this embodiment, there is no left risingportion 32 d); and a flat plane-shapedmember 32′d welded to thebottom portion 32 b of the L-shaped receivingmember 32′ (the welded site is denoted by the reference numeral G inFIG. 20 ) at a site where there is no rising portion (in this embodiment, a left risingportion 32 d). InFIG. 19 , the hollowrectangular steel beam 4 is lifted down to be in contact with the U-shaped receivingmember 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
Applications Claiming Priority (2)
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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)
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US20060265992A1 true US20060265992A1 (en) | 2006-11-30 |
Family
ID=36032099
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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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 |
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US (1) | US20060265992A1 (en) |
JP (1) | JP3749250B1 (en) |
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JP3749250B1 (en) | 2006-02-22 |
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