WO2018179582A1 - Support body, support body set, support structure, and method for manufacturing support body - Google Patents

Support body, support body set, support structure, and method for manufacturing support body Download PDF

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Publication number
WO2018179582A1
WO2018179582A1 PCT/JP2017/042577 JP2017042577W WO2018179582A1 WO 2018179582 A1 WO2018179582 A1 WO 2018179582A1 JP 2017042577 W JP2017042577 W JP 2017042577W WO 2018179582 A1 WO2018179582 A1 WO 2018179582A1
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WIPO (PCT)
Prior art keywords
support
flange
web
length
weld
Prior art date
Application number
PCT/JP2017/042577
Other languages
French (fr)
Japanese (ja)
Inventor
徹 家成
康弘 桜田
朝田 博
Original Assignee
日新製鋼株式会社
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Filing date
Publication date
Application filed by 日新製鋼株式会社 filed Critical 日新製鋼株式会社
Publication of WO2018179582A1 publication Critical patent/WO2018179582A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21CMANUFACTURE OF METAL SHEETS, WIRE, RODS, TUBES OR PROFILES, OTHERWISE THAN BY ROLLING; AUXILIARY OPERATIONS USED IN CONNECTION WITH METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL
    • B21C37/00Manufacture of metal sheets, bars, wire, tubes or like semi-manufactured products, not otherwise provided for; Manufacture of tubes of special shape
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K26/00Working by laser beam, e.g. welding, cutting or boring
    • B23K26/20Bonding
    • B23K26/21Bonding by welding
    • B23K26/24Seam welding
    • B23K26/242Fillet welding, i.e. involving a weld of substantially triangular cross section joining two parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal

Definitions

  • the present invention relates to a support for supporting an object to be supported, a support set comprising a set of supports, and a support structure.
  • shaped steels such as H-shaped steels, formed into various cross-sectional shapes depending on the application are known.
  • various shaped steels are manufactured by hot rolling using a universal rolling mill, or by welding a flange material and a web material.
  • Japanese Patent Publication Japanese Patent Application Laid-Open Publication No. 2010-23114 (released on February 4, 2010)
  • Japanese Patent Publication Japanese Patent Application Laid-Open No. 2010-228002 (October 14, 2010 published)
  • Japanese Patent Publication Japanese Patent Application Laid-Open No. 2012-152820 (March 16, 2012 published)
  • a projection such as a fillet or a weld bead is formed at a butt portion (joint portion) between a flange material and a web material.
  • a projection such as a fillet or a weld bead is formed at a butt portion (joint portion) between a flange material and a web material.
  • the fillet portion 110 having an arc-shaped cross section is formed, and the radius r of the arc is 2 to 10 mm.
  • the commercially available H-shaped steel has a radius r of an arc of the fillet portion of 8 mm or more.
  • T-shaped steel or H-shaped steel is used as a support for supporting a rectangular flat object (for example, a partition, a frame, etc.)
  • a rectangular flat object for example, a partition, a frame, etc.
  • the corner of the panel material interferes with the above-mentioned projection. Therefore, it is necessary to cut the corner portion of the panel material, and the panel material can not be applied as it is at the construction site. Alternatively, it is necessary to scrape (finish) the above-mentioned protrusion, which causes problems such as a reduction in the strength of the support and an increase in the manufacturing cost.
  • An object of the present invention is to provide a support that does not require a process of scraping a protrusion and that can be constructed using a supported object as it is at a construction site.
  • the support in one aspect of the present invention is a support for supporting an object to be supported, and two metal flanges are provided at both ends of the metal web.
  • the two flange members are formed by welding so as to face each other, and the shape of the weld between the flange member and the web member satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm.
  • first surface one plate surface of the web material
  • second surface the back surface of the first surface
  • The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side
  • along the surface of the web material from the surface of the flange material on the second surface side
  • Length of the weld that protrudes from the first surface ⁇ : length of the weld that protrudes along the surface of the flange from the first surface
  • protrudes along the surface of the flange from the second surface, Weld length).
  • a method of manufacturing a support according to an aspect of the present invention is a method of manufacturing a support for supporting an object to be supported, wherein two metal flanges are provided at both ends of the metal web.
  • a step of joining by laser welding so that two flange members face each other is included, and the shape of the welded portion between the flange member and the web member satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm.
  • first surface one plate surface of the web material
  • second surface the back surface of the first surface
  • The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side
  • along the surface of the web material from the surface of the flange material on the second surface side
  • Length of the weld that protrudes from the first surface ⁇ : length of the weld that protrudes along the surface of the flange from the first surface
  • protrudes along the surface of the flange from the second surface, Weld length).
  • Embodiment 1 One embodiment of the present invention will be described below with reference to FIGS. 1 and 2.
  • the support target object of the support of the present invention is not necessarily limited thereto.
  • the support target may be, for example, an object having a shape in which the portion supported by the support is flat and the corners of the portion in contact with the support are at right angles.
  • the shape of the side (the side exposed to the external environment) not in contact with the support is not particularly limited, and may have a projecting portion or a complicated shape such as decoration.
  • the support target object which the support body of this invention makes object does not have big weights, such as a building material panel, but is a comparatively lightweight (for example, unit weight is 30 kg / m ⁇ 2 > or less) object.
  • a frame for example, a frame, a guide plate, a partition plate (partition), a mirror plate, a panel for a balcony or a terrace, other small panels, and the like can be mentioned.
  • a support target is hereinafter simply referred to as a panel material for convenience of explanation.
  • FIG. 1 is a cross-sectional view showing a configuration of a support structure 10A including a support 1A in the present embodiment.
  • the support 1A is an H-shaped steel whose cross section perpendicular to the longitudinal direction is an H-shape will be described. That is, FIG. 1 is a schematic view showing a cross section of the support structure 10A when the support structure 10A is cut perpendicularly to the longitudinal direction of the support 1A.
  • the support 1A extends in a direction perpendicular to the paper surface, and the downward direction on the paper surface is the gravity direction.
  • an H-shaped support 1A is disposed between two columns (other objects) 5, and the opposing flange members 2 and 3 in the support 1A are Each is fixed to the support 5 by a countersunk screw (fixer) 7.
  • a panel member 6 is fixed to one surface of the web member 4 connecting the flange member 2 and the flange member 3 by a flathead screw 7.
  • the flange member 2 and the flange member 3 may be collectively referred to as flange members 2 and 3.
  • the support 5 is, for example, a rectangular bar, but is not limited to this, and the specific embodiment is not particularly limited as long as it has the fixing surface 51 capable of fixing the flange members 2 and 3.
  • a part of a structure frame of a building, etc.
  • an existing installation furniture, an outdoor structure, etc.
  • a part of a wall may be used as the support 5 to install the support 1A.
  • the support 5 may be a square steel pipe, wood, angle steel, or the like.
  • the support 1A of the present embodiment is an H-shaped steel provided with the flange member 2, the flange member 3 and the web member 4 and has the following configuration. That is, the flange member 2 and the flange member 3 are positioned such that the plate surfaces face each other and the longitudinal directions are parallel to each other.
  • the web material 4 is disposed so that the longitudinal direction is parallel to the flange material 2 and the flange material 3 respectively, and the end of the web material 4 and the flange materials 2 and 3 are respectively laser welded.
  • the support 1A is formed by laser welding two flange members 2 and 3 so that the two flange members 2 and 3 face each other at both ends of the web member 4.
  • the web material 4 is laser-welded so that the end is positioned at the center of the flange 2 and the flange 3 in the H-shaped cross section of the support 1A.
  • the flange members 2 and 3 and the web member 4 are flat plates made of metal, and the metal may be, for example, iron, steel (steel), stainless steel, aluminum, other metal or alloy, or the like. It can be appropriately selected based on the desired properties (corrosion resistance, strength, etc.) of the support 1A and the manufacturing cost. As noted above, as used herein, the term "metal" is meant to include alloys.
  • the plate thickness of the flange member 2 is T2 and the plate width is w2, and the length in the direction perpendicular to the plane including the directions of t2 and w2 (the direction passing through the sheet in FIG. 1) is L2 (not shown) I assume.
  • the plate thickness of the flange member 3 is thickness t3, the plate width is w3, the length in the above direction is L3 (not shown), the plate thickness of the web 4 is thickness t4, the plate width is w4, and The length of the direction is L4 (not shown).
  • the plate width of the flange material is the height of the H shape in the cross section (the cross section of the H shape) perpendicular to the plate surface of the web material 4 and the flange materials 2 and 3 in the support 1A. It means the length of the direction corresponding to the vertical direction. Further, the plate width of the web material means the length in the direction corresponding to the H-shaped width (lateral width) direction in the H-shaped cross section of the support 1A.
  • the flange member 2 has a thickness t2 of 1.6 mm to 4.5 mm, a plate width w2 of 50 mm to 100 mm, and a length L2 of 300 mm to 3000 mm.
  • the flange member 3 has a thickness t3 of 1.6 mm to 4.5 mm, a plate width w3 of 50 mm to 100 mm, and a length L3 of 300 mm to 3000 mm.
  • the web material 4 has a thickness t4 of 1.2 mm to 3.2 mm, a board width w4 of 41 mm to 196.8 mm, and a length L4 of 300 mm to 3000 mm.
  • the plate width w2 of the flange member 2 and the plate width w3 of the flange member 3 have the same width.
  • the thickness, plate width, and length of the flange member 2, the flange member 3 and the web member 4 may be appropriately selected according to the shape and weight of the panel member 6 as the object to be supported.
  • the flange material 2, the flange material 3, and the web material 4 may be the same material as each other, or may be different materials from each other.
  • the panel member 6 has, for example, a flat plate shape with a thickness of 40 mm to 195 mm.
  • the panel member 6 is not limited to this, as long as it has at least a rectangular flat plate portion, and a portion on the flat plate is in a space surrounded by the flange member 2, the flange member 3 and the web member 4. By fitting, the panel material 6 is supported.
  • the flange member 2 is formed with a hole (first opening) 21 through which a countersunk screw 7 for fixing the support 1A to the support 5 is inserted.
  • a countersunk screw 7 for fixing the support 1A to the support 5 is inserted.
  • the flange member 2 is fixed to the support 5 by a countersunk screw 7.
  • the flange member 3 is also formed with a hole (first opening) 31 through which a countersunk screw 7 for fixing the support 1A to the support 5 is inserted.
  • the flange member 3 is fixed to the support 5 by a countersunk screw 7.
  • An adjustment member (not shown) may be provided between the plate surfaces of the flange members 2 and 3 and the fixing surface 51, and the plate surfaces of the flange members 2 and 3 and the fixing surface 51 are not in contact with each other. May be By using the adjusting member, even when the width of the support 1A is shorter than the distance between the two columns 5, it is possible to compensate for the shortage and stably install the support 1A.
  • the support structure 10A is configured such that the contact surface 61, which is one plate surface of the panel material 6, is in contact with the front plate surface 41, which is one plate surface of the web material 4, It is arranged to support the bottom of the The web member 4 in which the panel member 6 and the web member 4 are fixed by the flathead screw 7 has a hole (second opening) 42 through which the flathead screw 7 for fixing the panel member 6 to the support 1A. It is formed.
  • the countersunk screw 7 is inserted into the web member 4 through the panel member 6 so as to be screwed into the hole 42.
  • a hole may be formed in advance in the panel member 6, or when the panel member 6 is applied to the support 1A, the hole may be opened by an electric drill or the like.
  • the panel member 6 may be disposed so that the position of the hole and the hole 42 may be aligned, and may be fixed by the countersunk screw 7.
  • the head of the countersunk screw 7 can be easily embedded in the flange members 2 and 3. Therefore, when installing the panel material 6, interference of the head of the flat screw 7 with the panel material 6 can be suppressed.
  • the head of the screw does not protrude on the surface of the panel material 6 on the opposite side to the contact surface 61. As a result, safety and design can be enhanced.
  • the countersunk screw 7 is an example of a fixing tool, and other fixing tools may be used as appropriate.
  • the panel material 6 may be supported only by placing the panel material 6 on the web material 4 without fixing the flat plate screw 7.
  • a fillet or a weld bead is formed at the joint between the flange member and the web member. It is necessary to cut out the corners of 6 or (ii) cut the fillet or weld bead in the support 1A. As a result, at the construction site, the panel material 6 could not be constructed as it is. Alternatively, it is necessary to scrape (finish) the above-mentioned protrusion, which causes problems such as a decrease in the strength of the support and an increase in the manufacturing cost.
  • the support 1 ⁇ / b> A of the present embodiment has a welded portion 8 formed by melting the flange members 2 and 3 and the web member 4 in the joint portion between the flange members 2 and 3 and the web member 4.
  • FIG. 2 is a partially enlarged view of a welded portion 8 between one of the flange members 2 and the web member 4 in the support 1A of the present embodiment.
  • the surface on the opposite side of the front plate surface (first surface) 41 in the web material 4 is referred to as a back plate surface (second surface) 43.
  • the laser is irradiated from the back plate surface 43 side of the web material 4 to form the welded portion 8.
  • the shape of the welding part 8 can be represented as follows.
  • the length of the welded portion 8 protruding along the surface of the web material 4 from the web side plate surface 22 of the flange material 2 on the front plate surface 41 side is ⁇
  • the web side plate surface of the flange material 2 on the back plate surface 43 side The length of the weld 8 projecting along the back plate surface 43 of the web material 4 from 22 is ⁇
  • the length of the weld 8 projecting along the web side plate surface 22 of the flange 2 from the front plate surface 41 side Let ⁇ be a length, and let ⁇ be the length of the weld 8 projecting along the web side plate surface 22 of the flange member 2 from the front plate surface 41 side.
  • the shape of the welding portion 8 satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm.
  • Such a shape of the welding portion 8 can be realized by the method of manufacturing the support 1A of the present embodiment described later.
  • the shape of the welded portion formed by laser welding satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm as it is without performing processing such as cutting.
  • the length of the protruding portion in the welding portion 8 is small. Therefore, the corner portion of the panel material 6 does not interfere with the protruding portion of the welding portion 8. As a result, the panel material is formed in a space surrounded by the flange members 2 and 3 and the web member 4 without processing the corners of the panel material 6 and without cutting the projecting portion of the welding portion 8 or the like. 6 can be fitted.
  • the flange members 2 and 3 and the web member 4 constituting the support 1A are made of metal, and by appropriately selecting the material, it can be excellent in durability (for example, corrosion resistance). Therefore, the support 1A can be suitably used not only indoors but also outdoors, and can also be excellent in aesthetics.
  • the support is made of resin or the like, although it is possible to manufacture so as to reduce the amount of protrusion of the joint, it is likely to cause deterioration etc. outdoors and to increase the strength. Then, the manufacturing cost may increase. Furthermore, in order to manufacture a long support having a length in the longitudinal direction of 300 mm to 3000 mm, the manufacturing equipment becomes large and manufacturing itself may be difficult.
  • the protrusion amount of the welding part 8 of the support body 1A is 1 mm or less, and it is more preferable that it is 0.75 mm or less.
  • the amount of projection of the welding portion 8 is the maximum length of the lengths of the projecting welding portions shown by the above ⁇ , ⁇ , ⁇ and ⁇ .
  • the length of each of the protruding welds indicated by the above ⁇ , ⁇ , ⁇ and ⁇ is preferably 1 mm or less, and more preferably 0.75 mm or less.
  • the amount of protrusion of the weld can be relatively suppressed.
  • the welded portion satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm because the strength of the welded portion is reduced by a general laser welding method. It was not easy to do with such a small amount of protrusion, nor was it easy.
  • the present inventors have made it possible to realize the support 1A and the support structure 10A as described above by repeating the improvement of the laser welding equipment and examining various conditions of the laser welding.
  • the process of joining by the above-mentioned laser welding can be performed as follows.
  • the heat input at the time of welding by laser welding may thermally deform the shape of the flange material.
  • a method for correcting such thermal deformation is known, and as a laser welding equipment, equipment having a correction mechanism of such a flange material was used. Furthermore, as the laser welding equipment, equipment that also has a mechanism for suppressing the bending deformation of the web material when correcting the thermal deformation of the flange material was used.
  • the upper limit value of the target position X is “2.5 ⁇ (D / 2)” in consideration of the beam diameter D of the laser and the melting width (variation depending on conditions: about 1.1 times to 2.5 times) It becomes. From this, when the range of the irradiation angle ⁇ is determined, “0 ⁇ ⁇ tan ⁇ 1 ((2.5 ⁇ D / 2)) / Tw” is obtained.
  • the method of manufacturing support 1A of the present embodiment it is possible to manufacture support 1A in which the shape of weld 8 satisfies the condition of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm. Therefore, it is not necessary to cut the welded portion of the support 1A. Then, at the construction site, the manufactured support 1A is fixed to the support 5, and the panel material 6 can be fitted as it is without processing the corner portion, to form the support structure 10A.
  • the pillars 5 may be two square-shaped members which are connected in parallel at least at one end to the floor of a building or the like, and are erected so as to stand on the floor or the like by some self-supporting mechanism It may be a member. Specifically, it may be a pillar of a building, a frame, a handrail of a balcony, or the like. Moreover, this is the same as in the other embodiments described later, and the support structure in one aspect of the present invention is appropriately configured such that the panel material can be horizontally placed, vertically placed, or obliquely placed. be able to.
  • the support 1A of the present embodiment has the shape of an H-shaped steel in which the end of the web 4 is welded to the center of the flanges 2 and 3, but the support in one aspect of the present invention
  • the end of the web 4 may be welded at a position where it is biased to one end of the flanges 2 and 3. That is, in the H-shaped cross-sectional shape, the position of the web material 4 may be shifted upward or downward to form an eccentric shape.
  • the support in one aspect of the present invention may be an I-shaped cross section.
  • FIG. 3 is a cross-sectional view showing a configuration of a modification of a support structure 10A including the support 1A in the present embodiment.
  • the panel member 6 is fixed to the web member 4 by bolts 91 and nuts 92.
  • the bolt 91 and the nut 92 can be used as an example of a fixing tool.
  • a washer (not shown) may be interposed between the nut 92 and the web member 4.
  • the head of the bolt 91 be embedded in the panel material 6 so as not to protrude from the panel material 6.
  • the fixing tool used to fix the flange members 2 and 3 to the support 5 is not limited to the countersunk screw 7.
  • various anchor bolts may be used as an example of a fixing tool. It may be appropriately selected according to the material of the support 5.
  • FIG. (D) A modification of the support 1A of the present embodiment will be described with reference to (a) to (d) of FIG. (A) to (d) of FIG. 4 are cross-sectional views showing the configuration of a modification of the support 1A in the present embodiment.
  • the support in one aspect of the present invention may have different plate widths of the two flange members (hereinafter, a shape in which the plate widths of the two flange members are different may be referred to as different width flange shape).
  • the two flange members have a length from the weld 8 to one end of the flange member and a length from the other end in the direction of the perpendicular line on the plate surface of the web member 4 At least one of them may be different from each other.
  • the following configuration may be employed.
  • the plate width of one of the flange members 3 a 1 is shorter than that of the flange member 2.
  • the flange 3a has wl> ws, and the length of wl is the flange 2 The length is the same as the length from the welded portion 8 to the end portion in the above.
  • the plate width of one of the flange members 3a2 is shorter than that of the flange member 2.
  • the flange members 3a2 have equal lengths from the weld 8 to both ends.
  • one of the two flange members is from the welded portion 8 only on the side of one plate surface of the web member 4 (for example, the front plate surface 41). It may extend. Specifically, the following configuration may be employed.
  • the plate width of one of the flange members 3a3 is shorter than that of the flange member 2. It extends only to the side of the plate surface.
  • the flange 3 a 3 has a length from the weld 8 to the end equal to the length from the weld 8 to the end of the flange 2.
  • the plate width of one of the flange members 3a4 is shorter than that of the flange member 2, and from the welded portion 8 to the web member 4 It extends only to one side of the plate surface.
  • the flange 3 a 4 has a length from the weld 8 to the end shorter than the length from the weld 8 to the end of the flange 2.
  • a support structure that supports the panel material 6 can be configured as in FIG. 1.
  • Second Embodiment Another embodiment of the present invention is described below with reference to FIG.
  • the configuration other than that described in the present embodiment is the same as that of the first embodiment.
  • members having the same functions as the members shown in the drawings of the first embodiment are given the same reference numerals, and the description thereof will be omitted.
  • the support 1A having an H-shaped cross section is disposed between the two columns 5, and the panel material 6 is placed on the web material 4 that is bridged between the two columns 5. It was in the form to be placed.
  • the two supports 1B are provided, and the support 1B is fixed to each of the two columns 5, and the supports 1B have different widths. It differs in that it has a flange shape.
  • FIG. 5 is a cross-sectional view showing a configuration of a support structure 10B including the support 1B in the present embodiment.
  • the support 1B of the present embodiment has the same shape as that described as the support 1A4 (see (d) in FIG. 4) in the fourth modification of the first embodiment, It has a J-shaped cross section.
  • the support 1B is a J-shaped steel provided with the flange member 2, the flange member 3b, and the web member 4b, and has the following configuration. That is, although the flange member 2, the flange member 3b, and the web member 4b are arranged in the same manner as the support 1A of the first embodiment, the flange member 3b has a shorter plate width than the flange member 2 and the web member 4b. Also, the plate width is shorter than that of the web material 4. Further, the flange member 3 b extends only from the welded portion 8 to the side of the back plate surface 43 of the web member 4 b.
  • a J-shaped support 1B is disposed on each of the two columns 5, and the flange member 2 in the support 1B is fixed to each of the columns 5 by a countersunk screw (fixer) 7, and
  • the panel member 6 is disposed so as to be supported by the front plate surface 41 of the web member 4 b, and the panel member 6 and the web member 4 b are fixed by the countersunk screws 7.
  • the support structure 10B can be described as including a support set that includes a set of supports 1B.
  • the shape of the welding portion 8 satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm. Therefore, the length of the protrusion in the welding portion 8 is small. As a result, the corners of the panel material 6 do not interfere with the projection of the welding portion 8. Therefore, the panel member 6 is formed in a space surrounded by the flange members 2 and 3 and the web member 4 without processing the corner portion of the panel member 6 and without cutting the projecting portion of the welding portion 8 or the like. Can be fitted.
  • the support 1 ⁇ / b> B of the present embodiment it is not required to adjust the plate width of the web material 4 b to the distance between the two columns 5. That is, if the two supports 1B are fixed to the supports 5 without regard to the distance between the two supports 5, the web members 4b of the two supports 1B support the bottom of the panel member 6, The panel material 6 can be supported.
  • the support 1B having a J-shaped cross section is fixed to the support 5, and the panel member 6 is placed on the front plate surface 41 of the two supports 1B. It had a shape to support the material 6.
  • the two supports 1C having a J-shaped cross section are fixed to the columns 5 upside down from the support 1B, and are fitted to the panel material. The difference is that the flange material is fitted in the mating groove.
  • FIG. 6 is a cross-sectional view showing a configuration of a support structure 10C including the support 1C in the present embodiment.
  • the support 1C in the present embodiment is a J-shaped steel provided with the flange member 2, the flange member 3c, and the web member 4c, and is similar to the support 1B in the second embodiment. It is a shaped steel with a shape (J-shaped cross section).
  • the flange member 3c can also be expressed as an extended portion extending only from the welding portion 8 to the side of the back plate surface 43 of the web member 4c.
  • the support structure 10C of the present embodiment supports the panel material 6c.
  • a fitting groove 62 is formed on the surface of the support 1C on the side in contact with the web member 4c.
  • the back plate surface 43 of the web member 4c of the two supports 1C supports the bottom of the panel member 6c while the flange member 3c as the extension portion is fitted in the fitting groove portion 62.
  • the panel material 6c can be supported.
  • the flange member 3c is fitted in the fitting groove portion 62, whereby the movement of the panel member 6c is restricted. Therefore, panel material 6c can be fixed easily, without making countersunk screw 7 penetrate to panel material 6c and web material 4c. As a result, it is not necessary to make a hole in the panel material 6c, and when looking at the surface of the panel material 6c on the opposite side to the contact surface 61, the head of the flat screw 7 can not be seen and the appearance is not lost. Further, since the holes are not opened, the panel material 6c can be easily replaced or reused. And it is not necessary to form the holes 42 in advance in the web material 4c, and the manufacturing cost can be suppressed.
  • FIG. 7 is a cross-sectional view showing a configuration of a modified example of the support structure 10C in the present embodiment.
  • the support structure 10C1 according to one modification of the present invention includes the support 1C1, and the support 1C1 has been described as the support 1A2 (see (b) in FIG. 4) in the fourth modification of the first embodiment. It has the same shape as the one.
  • the support 1C1 is a wide-width flange-shaped section steel including a flange member 2, a flange member 3c1, and a web member 4c, and has the following configuration.
  • the flange member 3 c 1 has a plate width shorter than that of the flange member 2.
  • the flange member 3c1 has the same length from the welding portion 8 to both ends, and has two extending portions.
  • the support 1C1 having such a shape When the support 1C1 having such a shape is used, not only can one panel material 6c be supported similarly to the support structure 10C of the present embodiment, but also on the front plate surface 41 side of the web material 4c. It is possible to arrange and support the panel material 6c. Therefore, the support structure 10C1 can support the two panel members 6c, and can use space more efficiently. Moreover, it can construct without minding direction of flange material 3c1, and can make construction work easier.
  • Embodiment 4 Another embodiment of the present invention will be described below with reference to FIG.
  • the configuration other than that described in the present embodiment is the same as in the first to third embodiments. Further, for convenience of explanation, members having the same functions as the members shown in the drawings of the first to third embodiments are given the same reference numerals, and the description thereof will be omitted.
  • the supports 1A to 1C are disposed between the two columns 5, that is, the fixing surfaces 51 are opposed to each other.
  • the fixing surfaces 51 of the plurality of columns 5d arranged at predetermined intervals are different from each other on the same virtual plane. ing.
  • FIG. 8 is a cross-sectional view showing a configuration of a support structure 10D including a support 1D in the present embodiment.
  • the support 1D includes the flange member 2, the flange member 3d, and the web member 4d, and has the same shape as the support 1C1 in the modification of the third embodiment.
  • the plurality of supports 1D are disposed on the plurality of columns 5d such that the fixing surface 51 is on the same virtual plane, and the flange members 2 in the support 1D are countersunk screws on the columns 5d. It is fixed by seven. And the corner of panel material 6 fits into the space surrounded and formed by flange material 2 of support 1D, flange material 3d, and web material 4d.
  • the support 5d may be the same as the support 5 described in the first embodiment, except for the arrangement of the fixing surfaces 51 in the plurality of support 5d.
  • the thickness of the panel 6 correspond to the width of the web 4 d.
  • some fixing means disc screw 7 or the like.
  • the rectangular panel material 6 can be fixed as it is by inserting the panel material 6 between the support 1D after fixing the support 1D to the support 5d.
  • the support structure 10D of the present embodiment may use a support having a shape different from that of the support 1D.
  • the support structure 10D may have various shapes as shown in the fourth modification of the first embodiment.
  • the supports can be used in combination as appropriate.
  • the thickness of the panel material 6 is required to be smaller than the width of the web material 4d.
  • the fitting groove 62 is formed in the panel 6e, and the thickness of the panel 6e is larger than the width of the web 4e. Are different.
  • the support 5e is a wide pillar capable of fixing a plurality of supports 1E.
  • the support 1E may be simply fixed to a wall or a floor.
  • the support 1E includes the flange 2, the flange 3e, and the web 4e, and has the same shape as the support 1D in the fourth embodiment.
  • the panel member 6e is formed with a fitting groove portion 62 which can be fitted to the flange member 3e as an extending portion.
  • the fitting groove 62 may be the same as that described in the third embodiment (see FIG. 6).
  • the support structure 10E inserts the panel material 6e between the support 1E so that the fitting groove 62 fits with the flange 3e.
  • the rectangular panel material 6e can be fixed as it is.
  • the support in one aspect of the present invention is a support for supporting the support object, and the two flanges made of metal are provided at both ends of the metal web made of the two flanges. Are formed so as to face each other, and the shape of the weld between the flange member and the web member satisfies the conditions of ⁇ + ⁇ ⁇ 2 mm and ⁇ + ⁇ ⁇ 2 mm.
  • first surface one plate surface of the web material
  • second surface the back surface of the first surface
  • The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side
  • along the surface of the web material from the surface of the flange material on the second surface side
  • Length of the weld that protrudes from the first surface ⁇ : length of the weld that protrudes along the surface of the flange from the first surface
  • protrudes along the surface of the flange from the second surface, Weld length).
  • the two flange members have a length from the weld to one end of the flange member in the direction of a perpendicular line on the first surface and the other At least one of the lengths up to the end may be different from one another.
  • one of the two flange members may extend from the welded portion only to the side of the first surface of the web member.
  • At least one of the two flange members may have a first opening through which a fixing device for fixing the support to another object is passed.
  • the web material may have a second opening through which a fixing device for fixing the support object to the support is passed.
  • the support set in one aspect of the present invention comprises the set of supports.
  • the support structure in one aspect of the present invention includes the support set and a support object supported by the support.
  • a method of producing a support according to an aspect of the present invention is a method of producing a support for supporting a support object, comprising two metal flanges at both ends of the metal web and the two flanges.
  • the shape of the welding part of the said flange material and the said web material is satisfy
  • first surface one plate surface of the web material
  • second surface the back surface of the first surface
  • The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side
  • along the surface of the web material from the surface of the flange material on the second surface side
  • Length of the weld that protrudes from the first surface ⁇ : length of the weld that protrudes along the surface of the flange from the first surface
  • protrudes along the surface of the flange from the second surface, Weld length).

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Abstract

Provided is a support body whereby there is no need for a step for cutting a protruding part, and work can be performed at a work site using an object to be supported without modification thereof. A support body (1A) for supporting a panel material (6), the support body being formed by welding two metal flange materials (2, 3) to both ends of a metal web material (4) so that the two flange materials (2, 3) face each other, the shape of a weld (8) between the flange materials (2, 3) and the web material (4) satisfying the conditions α + γ ≤ 2 mm and β + δ ≤ 2 mm.

Description

支持体、支持体セット、支持構造体、および支持体の製造方法Support, support set, support structure, and method of manufacturing support
 本発明は、支持対象物を支持する支持体、支持体の組を含む支持体セット、および支持構造体に関する。 The present invention relates to a support for supporting an object to be supported, a support set comprising a set of supports, and a support structure.
 従来、H形鋼等、用途に応じて様々な断面形状に成形された形鋼が知られている。一般に、各種の形鋼は、ユニバーサル圧延機を用いた熱間圧延、またはフランジ材とウェブ材とを溶接することにより製造されている。 Conventionally, shaped steels, such as H-shaped steels, formed into various cross-sectional shapes depending on the application are known. In general, various shaped steels are manufactured by hot rolling using a universal rolling mill, or by welding a flange material and a web material.
日本国公開特許公報「特開2010-23114号公報(2010年2月4日公開)」Japanese Patent Publication "Japanese Patent Application Laid-Open Publication No. 2010-23114 (released on February 4, 2010)" 日本国公開特許公報「特開2010-228002号公報(2010年10月14日公開)」Japanese Patent Publication "Japanese Patent Application Laid-Open No. 2010-228002 (October 14, 2010 published)" 日本国公開特許公報「特開2012-152820号公報(2012年8月16日公開)」Japanese Patent Publication "Japanese Patent Application Laid-Open No. 2012-152820 (August 16, 2012 published)"
 通常、形鋼は、フランジ材とウェブ材との突合せ部(結合部)にフィレットまたは溶接ビードといった突出部が形成される。例えば、特許文献1、2に記載のT形鋼100は、図10に示すように、断面形状が円弧状のフィレット部110が形成されており、該円弧の半径rが2~10mmとなっている。また、例えば非特許文献1に記載されているように、市販のH形鋼は、フィレット部の円弧の半径rが8mm以上である。 In general, in a shaped steel, a projection such as a fillet or a weld bead is formed at a butt portion (joint portion) between a flange material and a web material. For example, as shown in FIG. 10, in the T-shaped steel 100 described in Patent Documents 1 and 2, the fillet portion 110 having an arc-shaped cross section is formed, and the radius r of the arc is 2 to 10 mm. There is. Further, as described in, for example, Non-Patent Document 1, the commercially available H-shaped steel has a radius r of an arc of the fillet portion of 8 mm or more.
 このようなT形鋼またはH形鋼を、矩形の平板状の物体(例えば、パーティションや額縁等)を支持する支持体として用いる場合、パネル材の隅部が上記突出部と干渉する。そのため、パネル材の隅部を切り欠くことを要し、施工現場にて、パネル材をそのまま施工することができない。或いは、上記突出部を削る(仕上げ加工する)ことを要し、支持体の強度の低下および製造コストの増加といった問題が生じる。 When such T-shaped steel or H-shaped steel is used as a support for supporting a rectangular flat object (for example, a partition, a frame, etc.), the corner of the panel material interferes with the above-mentioned projection. Therefore, it is necessary to cut the corner portion of the panel material, and the panel material can not be applied as it is at the construction site. Alternatively, it is necessary to scrape (finish) the above-mentioned protrusion, which causes problems such as a reduction in the strength of the support and an increase in the manufacturing cost.
 本発明の一態様は、突出部を削る工程が不要であり、かつ施工現場にて支持対象物をそのまま用いて施工することができる支持体を提供することを目的とする。 An object of the present invention is to provide a support that does not require a process of scraping a protrusion and that can be constructed using a supported object as it is at a construction site.
 上記の課題を解決するために、本発明の一態様における支持体は、支持対象物を支持する支持体であって、金属製の2つのフランジ材を、金属製のウェブ材の両端に、前記2つのフランジ材が対向するように溶接することにより形成されており、前記フランジ材と前記ウェブ材との溶接部の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。(ここで、ウェブ材の一方の板面を第1面、該第1面の裏面を第2面とし、
α:前記第1面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、β:前記第2面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、γ:前記第1面から前記フランジ材の表面に沿って突出している溶接部の長さ、δ:前記第2面から前記フランジ材の表面に沿って突出している溶接部の長さである)。
In order to solve the above problems, the support in one aspect of the present invention is a support for supporting an object to be supported, and two metal flanges are provided at both ends of the metal web. The two flange members are formed by welding so as to face each other, and the shape of the weld between the flange member and the web member satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm. (Here, one plate surface of the web material is referred to as a first surface, and the back surface of the first surface is referred to as a second surface,
α: The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side, β: along the surface of the web material from the surface of the flange material on the second surface side Length of the weld that protrudes from the first surface, γ: length of the weld that protrudes along the surface of the flange from the first surface, δ: protrudes along the surface of the flange from the second surface, Weld length).
 また、本発明の一態様における支持体の製造方法は、支持対象物を支持する支持体の製造方法であって、金属製の2つのフランジ材を、金属製のウェブ材の両端に、前記2つのフランジ材が対向するようにレーザ溶接により接合する工程を含み、前記フランジ材と前記ウェブ材との溶接部の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。(ここで、ウェブ材の一方の板面を第1面、該第1面の裏面を第2面とし、
 α:前記第1面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、β:前記第2面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、γ:前記第1面から前記フランジ材の表面に沿って突出している溶接部の長さ、δ:前記第2面から前記フランジ材の表面に沿って突出している溶接部の長さである)。
A method of manufacturing a support according to an aspect of the present invention is a method of manufacturing a support for supporting an object to be supported, wherein two metal flanges are provided at both ends of the metal web. A step of joining by laser welding so that two flange members face each other is included, and the shape of the welded portion between the flange member and the web member satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm. (Here, one plate surface of the web material is referred to as a first surface, and the back surface of the first surface is referred to as a second surface,
α: The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side, β: along the surface of the web material from the surface of the flange material on the second surface side Length of the weld that protrudes from the first surface, γ: length of the weld that protrudes along the surface of the flange from the first surface, δ: protrudes along the surface of the flange from the second surface, Weld length).
 本発明の一態様によれば、突出部を削る工程が不要であり、かつ施工現場にて支持対象物をそのまま用いて施工することができる支持体を提供することができるという効果を奏する。 According to one aspect of the present invention, it is possible to provide a support that does not require the step of scraping the projection and can be constructed using the support object as it is at the construction site.
本発明の実施形態1における支持体を含む支持構造体の構成を示す断面図である。It is sectional drawing which shows the structure of the support structure containing the support body in Embodiment 1 of this invention. 上記支持体における一方のフランジ材とウェブ材との溶接部の部分拡大図である。It is the elements on larger scale of the welding part of one flange material and web material in the above-mentioned supporter. 上記支持体を含む支持構造体の変形例の構成を示す断面図である。It is sectional drawing which shows the structure of the modification of the support structure containing the said support body. (a)~(d)は、上記支持体の変形例の構成を示す断面図である。(A) to (d) are cross-sectional views showing the configuration of a modification of the support. 本発明の実施形態2における支持体を含む支持構造体の構成を示す断面図である。It is sectional drawing which shows the structure of the support structure containing the support body in Embodiment 2 of this invention. 本発明の実施形態3における支持体を含む支持構造体の構成を示す断面図である。It is sectional drawing which shows the structure of the support structure containing the support body in Embodiment 3 of this invention. 上記支持構造体の変形例の構成を示す断面図である。It is sectional drawing which shows the structure of the modification of the said support structure. 本発明の実施形態4における支持体を含む支持構造体の構成を示す断面図である。It is sectional drawing which shows the structure of the support structure containing the support body in Embodiment 4 of this invention. 本発明の実施形態5における支持体を含む支持構造体の構成を示す断面図である。It is sectional drawing which shows the structure of the support structure containing the support body in Embodiment 5 of this invention. 従来のT形鋼の形状を示す図である。It is a figure which shows the shape of the conventional T-shaped steel.
 以下、本発明の実施の形態について、詳細に説明する。なお、以下の記載は発明の趣旨をより良く理解させるためのものであり、特に指定のない限り、本発明を限定するものではない。また、本明細書において特記しない限り、数値範囲を表す「A~B」とは、A以上B以下であることを示している。 Hereinafter, embodiments of the present invention will be described in detail. The following description is for the purpose of better understanding the spirit of the invention, and does not limit the present invention unless otherwise specified. Further, unless otherwise specified in the present specification, “A to B” representing a numerical range indicates that it is A or more and B or less.
 〔実施形態1〕
 本発明の一実施形態について、図1および図2に基づいて説明すれば、以下のとおりである。
Embodiment 1
One embodiment of the present invention will be described below with reference to FIGS. 1 and 2.
 本実施の形態では、本発明の一態様における支持体を用いて、支持対象物の一例としてのパネル材を設置する方法について説明する。 In this embodiment, a method for installing a panel material as an example of a supported object using a support in one embodiment of the present invention will be described.
 尚、本発明の支持体が対象とする支持対象物としては、必ずしもこれに限らない。支持対象物としては、例えば、支持体によって支持される部分が平板状となっており、支持体に接する部分の隅部が直角となっている形状の物体であってよい。支持体に接していない側(外部環境に露出する側)の形状は特に限定されるものではなく、突出部を有していたり、装飾等の複雑な形状を有していたりしてもよい。また、本発明の支持体が対象とする支持対象物は、建材用パネル等の大きな重量を有するものではなく、比較的軽量(例えば、単位質量が30kg/m以下)の物体である。具体的には、例えば、額縁、案内板、仕切り板(パーティション)、鏡板、バルコニー若しくはテラス用パネル、その他小型のパネル等が挙げられる。このような支持対象物について、以下では、説明の便宜上、単にパネル材と称する。 The support target object of the support of the present invention is not necessarily limited thereto. The support target may be, for example, an object having a shape in which the portion supported by the support is flat and the corners of the portion in contact with the support are at right angles. The shape of the side (the side exposed to the external environment) not in contact with the support is not particularly limited, and may have a projecting portion or a complicated shape such as decoration. Moreover, the support target object which the support body of this invention makes object does not have big weights, such as a building material panel, but is a comparatively lightweight (for example, unit weight is 30 kg / m < 2 > or less) object. Specifically, for example, a frame, a guide plate, a partition plate (partition), a mirror plate, a panel for a balcony or a terrace, other small panels, and the like can be mentioned. Such a support target is hereinafter simply referred to as a panel material for convenience of explanation.
 <支持構造体>
 図1は、本実施の形態における支持体1Aを含む支持構造体10Aの構成を示す断面図である。本実施の形態では、支持体1Aが、長手方向に垂直な断面がH形であるH形鋼の場合について述べる。つまり、図1は、支持体1Aの長手方向に垂直に支持構造体10Aを切断したときの支持構造体10Aの断面を示す模式図である。図1においては、紙面を垂直に貫く方向に支持体1Aは延びており、紙面における下方向が重力方向であるとする。
<Support structure>
FIG. 1 is a cross-sectional view showing a configuration of a support structure 10A including a support 1A in the present embodiment. In the present embodiment, the case in which the support 1A is an H-shaped steel whose cross section perpendicular to the longitudinal direction is an H-shape will be described. That is, FIG. 1 is a schematic view showing a cross section of the support structure 10A when the support structure 10A is cut perpendicularly to the longitudinal direction of the support 1A. In FIG. 1, the support 1A extends in a direction perpendicular to the paper surface, and the downward direction on the paper surface is the gravity direction.
 図1に示すように、支持構造体10Aは、2つの支柱(他の物体)5の間にH形状の支持体1Aが配置され、該支持体1Aにおける対向するフランジ材2およびフランジ材3がそれぞれ支柱5に皿ネジ(固定具)7によって固定されている。そして、支持構造体10Aは、上記フランジ材2とフランジ材3とを繋ぐウェブ材4の一方の面にパネル材6が皿ネジ7によって固定されている。以下、本明細書において、フランジ材2およびフランジ材3をまとめてフランジ材2,3と称することがある。 As shown in FIG. 1, in the support structure 10A, an H-shaped support 1A is disposed between two columns (other objects) 5, and the opposing flange members 2 and 3 in the support 1A are Each is fixed to the support 5 by a countersunk screw (fixer) 7. In the support structure 10A, a panel member 6 is fixed to one surface of the web member 4 connecting the flange member 2 and the flange member 3 by a flathead screw 7. Hereinafter, in the present specification, the flange member 2 and the flange member 3 may be collectively referred to as flange members 2 and 3.
 支柱5は、例えば角材であるが、これに限定されず、フランジ材2,3を固定することができる固定面51を有していれば、具体的な態様は特に限定されない。例えば、建造物の一部(建物の骨組み等)、既存の設置物(家具、屋外の建造物等)、または壁の一部を支柱5として利用してもよく、支持体1Aを設置するために能動的に用意した物体であってもよい。支柱5は、具体的には、角形鋼管、木材、山形鋼、等であってよい。 The support 5 is, for example, a rectangular bar, but is not limited to this, and the specific embodiment is not particularly limited as long as it has the fixing surface 51 capable of fixing the flange members 2 and 3. For example, a part of a structure (frame of a building, etc.), an existing installation (furniture, an outdoor structure, etc.), or a part of a wall may be used as the support 5 to install the support 1A. It may be an object actively prepared for Specifically, the support 5 may be a square steel pipe, wood, angle steel, or the like.
 本実施の形態の支持体1Aは、フランジ材2、フランジ材3、及びウェブ材4を備えるH形鋼であって、以下のような構成のものである。すなわち、フランジ材2とフランジ材3とは互いに板面が対向するように、かつ互いに長手方向が平行となるように位置している。ウェブ材4は、フランジ材2およびフランジ材3のそれぞれに垂直かつ長手方向が平行となるように配置され、ウェブ材4の端部とフランジ材2,3とはそれぞれレーザ溶接されている。換言すれば、支持体1Aは、2つのフランジ材2,3を、ウェブ材4の両端に、2つのフランジ材2,3が対向するようにレーザ溶接することにより形成されている。 The support 1A of the present embodiment is an H-shaped steel provided with the flange member 2, the flange member 3 and the web member 4 and has the following configuration. That is, the flange member 2 and the flange member 3 are positioned such that the plate surfaces face each other and the longitudinal directions are parallel to each other. The web material 4 is disposed so that the longitudinal direction is parallel to the flange material 2 and the flange material 3 respectively, and the end of the web material 4 and the flange materials 2 and 3 are respectively laser welded. In other words, the support 1A is formed by laser welding two flange members 2 and 3 so that the two flange members 2 and 3 face each other at both ends of the web member 4.
 また、ウェブ材4は、支持体1AのH形状の断面において、端部がフランジ材2およびフランジ材3の中央部に位置するようにレーザ溶接されている。 In addition, the web material 4 is laser-welded so that the end is positioned at the center of the flange 2 and the flange 3 in the H-shaped cross section of the support 1A.
 フランジ材2,3およびウェブ材4は、金属製の平板であり、この金属としては、例えば、鉄、鋼(スチール)、ステンレス鋼、アルミニウム、他の金属若しくは合金、等であってよい。支持体1Aの所望の性質(耐食性、強度等)と、製造コストとを踏まえて、適宜選択することができる。上記のように、本明細書において、「金属」という用語は合金を含んで意味している。 The flange members 2 and 3 and the web member 4 are flat plates made of metal, and the metal may be, for example, iron, steel (steel), stainless steel, aluminum, other metal or alloy, or the like. It can be appropriately selected based on the desired properties (corrosion resistance, strength, etc.) of the support 1A and the manufacturing cost. As noted above, as used herein, the term "metal" is meant to include alloys.
 フランジ材2の板厚を厚さT2、板幅をw2とし、また、t2およびw2の方向を含む平面に垂直な方向(図1における紙面を貫く方向)の長さをL2(図示せず)とする。同様に、フランジ材3の板厚を厚さt3、板幅をw3、上記方向の長さをL3(図示せず)とし、ウェブ材4の板厚を厚さt4、板幅をw4、上記方向の長さをL4(図示せず)とする。尚、本明細書において、フランジ材の板幅とは、支持体1Aにおけるウェブ材4の板面かつフランジ材2,3の板面に垂直な断面(H形状の断面)における、H形状の高さ方向に相当する方向の長さを意味している。また、ウェブ材の板幅とは、支持体1AのH形状の断面における、H形状の幅(横幅)方向に相当する方向の長さを意味している。 The plate thickness of the flange member 2 is T2 and the plate width is w2, and the length in the direction perpendicular to the plane including the directions of t2 and w2 (the direction passing through the sheet in FIG. 1) is L2 (not shown) I assume. Similarly, the plate thickness of the flange member 3 is thickness t3, the plate width is w3, the length in the above direction is L3 (not shown), the plate thickness of the web 4 is thickness t4, the plate width is w4, and The length of the direction is L4 (not shown). In the present specification, the plate width of the flange material is the height of the H shape in the cross section (the cross section of the H shape) perpendicular to the plate surface of the web material 4 and the flange materials 2 and 3 in the support 1A. It means the length of the direction corresponding to the vertical direction. Further, the plate width of the web material means the length in the direction corresponding to the H-shaped width (lateral width) direction in the H-shaped cross section of the support 1A.
 具体的な例としては、フランジ材2は、厚さt2が1.6mm~4.5mm、板幅w2が50mm~100mm、長さL2が300mm~3000mmである。フランジ材3は、厚さt3が1.6mm~4.5mm、板幅w3が50mm~100mm、長さL3が300mm~3000mmである。ウェブ材4は、厚さt4が1.2mm~3.2mm、板幅w4が41mm~196.8mm、長さL4が300mm~3000mmである。 As a specific example, the flange member 2 has a thickness t2 of 1.6 mm to 4.5 mm, a plate width w2 of 50 mm to 100 mm, and a length L2 of 300 mm to 3000 mm. The flange member 3 has a thickness t3 of 1.6 mm to 4.5 mm, a plate width w3 of 50 mm to 100 mm, and a length L3 of 300 mm to 3000 mm. The web material 4 has a thickness t4 of 1.2 mm to 3.2 mm, a board width w4 of 41 mm to 196.8 mm, and a length L4 of 300 mm to 3000 mm.
 本実施の形態の支持体1Aは、フランジ材2の板幅w2とフランジ材3の板幅w3とが互いに同じ幅となっている。尚、フランジ材2、フランジ材3、及びウェブ材4における、厚さ、板幅、及び長さは、支持対象物としてのパネル材6の形状及び重量に応じて、適宜選択されてよい。また、フランジ材2、フランジ材3、及びウェブ材4は、互いに同じ材質であってもよく、互いに種類の異なる材質であってもよい。 In the support 1A of the present embodiment, the plate width w2 of the flange member 2 and the plate width w3 of the flange member 3 have the same width. The thickness, plate width, and length of the flange member 2, the flange member 3 and the web member 4 may be appropriately selected according to the shape and weight of the panel member 6 as the object to be supported. Moreover, the flange material 2, the flange material 3, and the web material 4 may be the same material as each other, or may be different materials from each other.
 パネル材6は、例えば、板厚が40mm~195mmの平板状の形状である。パネル材6は、これに限定されず、矩形の平板状の部分を少なくとも有していればよく、該平板上の部分が、フランジ材2、フランジ材3、及びウェブ材4によって囲まれる空間に嵌合して、パネル材6が支持される。 The panel member 6 has, for example, a flat plate shape with a thickness of 40 mm to 195 mm. The panel member 6 is not limited to this, as long as it has at least a rectangular flat plate portion, and a portion on the flat plate is in a space surrounded by the flange member 2, the flange member 3 and the web member 4. By fitting, the panel material 6 is supported.
 フランジ材2は、支持体1Aを支柱5に固定するための皿ネジ7を通す孔部(第1開口部)21が形成されている。支持構造体10Aは、フランジ材2が、皿ネジ7によって支柱5に固定されている。 The flange member 2 is formed with a hole (first opening) 21 through which a countersunk screw 7 for fixing the support 1A to the support 5 is inserted. In the support structure 10 </ b> A, the flange member 2 is fixed to the support 5 by a countersunk screw 7.
 フランジ材3も同様に、支持体1Aを支柱5に固定するための皿ネジ7を通す孔部(第1開口部)31が形成されている。支持構造体10Aは、フランジ材3が、皿ネジ7によって支柱5に固定されている。 Similarly, the flange member 3 is also formed with a hole (first opening) 31 through which a countersunk screw 7 for fixing the support 1A to the support 5 is inserted. In the support structure 10 </ b> A, the flange member 3 is fixed to the support 5 by a countersunk screw 7.
 ここで、皿ネジ7を用いて、フランジ材2,3から支柱5に届くようにネジ止めをすればよい。フランジ材2,3の板面と、固定面51との間に、図示しない調整部材が設けられていてもよく、フランジ材2,3の板面と固定面51とは、互いに当接していなくてもよい。該調整部材を用いることによって、2つの支柱5間の距離よりも支持体1Aの幅が短い場合であっても、不足している部分を補って支持体1Aを安定に設置することができる。 Here, it may be screwed so as to reach the support 5 from the flange members 2 and 3 using the countersunk screw 7. An adjustment member (not shown) may be provided between the plate surfaces of the flange members 2 and 3 and the fixing surface 51, and the plate surfaces of the flange members 2 and 3 and the fixing surface 51 are not in contact with each other. May be By using the adjusting member, even when the width of the support 1A is shorter than the distance between the two columns 5, it is possible to compensate for the shortage and stably install the support 1A.
 支持構造体10Aは、ウェブ材4の一方の板面である表板面41に、パネル材6の一方の板面である当接面61が当接するように、すなわちウェブ材4がパネル材6の底を支える形になるように配置されている。パネル材6とウェブ材4とは皿ネジ7によって固定されているウェブ材4には、パネル材6を支持体1Aに固定するための皿ネジ7を通す孔部(第2開口部)42が形成されている。 The support structure 10A is configured such that the contact surface 61, which is one plate surface of the panel material 6, is in contact with the front plate surface 41, which is one plate surface of the web material 4, It is arranged to support the bottom of the The web member 4 in which the panel member 6 and the web member 4 are fixed by the flathead screw 7 has a hole (second opening) 42 through which the flathead screw 7 for fixing the panel member 6 to the support 1A. It is formed.
 孔部42に螺合するように、皿ネジ7が、パネル材6を介してウェブ材4に挿入される。ここで、パネル材6には、予め孔が形成されていてもよいし、支持体1Aへパネル材6を施工する際に、電動ドリル等により孔を開けることもできる。パネル材6に予め孔が形成されている場合、該孔と孔部42との位置があうようにパネル材6を配置し、皿ネジ7によって固定すればよい。 The countersunk screw 7 is inserted into the web member 4 through the panel member 6 so as to be screwed into the hole 42. Here, a hole may be formed in advance in the panel member 6, or when the panel member 6 is applied to the support 1A, the hole may be opened by an electric drill or the like. When a hole is formed in the panel member 6 in advance, the panel member 6 may be disposed so that the position of the hole and the hole 42 may be aligned, and may be fixed by the countersunk screw 7.
 固定具として皿ネジ7を用いる場合、皿ネジ7の頭がフランジ材2,3内に埋設し易い。そのため、パネル材6を設置する際に皿ネジ7の頭がパネル材6と干渉することを抑制することができる。 When the countersunk screw 7 is used as a fixing tool, the head of the countersunk screw 7 can be easily embedded in the flange members 2 and 3. Therefore, when installing the panel material 6, interference of the head of the flat screw 7 with the panel material 6 can be suppressed.
 また、皿ネジ7を用いることにより、パネル材6における当接面61とは反対側の面の表面にネジの頭が突出することがない。その結果、安全性およびデザイン性を高めることができる。 Moreover, by using the flathead screw 7, the head of the screw does not protrude on the surface of the panel material 6 on the opposite side to the contact surface 61. As a result, safety and design can be enhanced.
 なお、皿ネジ7は、固定具の一例であって、他の固定具を適宜用いてよい。 The countersunk screw 7 is an example of a fixing tool, and other fixing tools may be used as appropriate.
 また、皿ネジ7によって固定せず、ウェブ材4の上にパネル材6を載置するのみによってパネル材6を支持する構成であってもよい。 In addition, the panel material 6 may be supported only by placing the panel material 6 on the web material 4 without fixing the flat plate screw 7.
 以上のような支持構造体10Aの支持体1Aとして、例えば従来のH形鋼を用いる場合、フランジ材とウェブ材との接合部にフィレットまたは溶接ビードが形成されているため、(i)パネル材6の隅部を切り欠く、または(ii)支持体1Aにおけるフィレット若しくは溶接ビードを切削等することを要する。その結果、施工現場にて、パネル材6をそのまま施工することができなかった。或いは、上記突出部を削る(仕上げ加工する)ことを要し、支持体の強度の低下および製造コストの増加といった問題が生じていた。 In the case of using, for example, a conventional H-shaped steel as the support 1A of the support structure 10A as described above, a fillet or a weld bead is formed at the joint between the flange member and the web member. It is necessary to cut out the corners of 6 or (ii) cut the fillet or weld bead in the support 1A. As a result, at the construction site, the panel material 6 could not be constructed as it is. Alternatively, it is necessary to scrape (finish) the above-mentioned protrusion, which causes problems such as a decrease in the strength of the support and an increase in the manufacturing cost.
 <支持体1Aの溶接部形状>
 本実施形態の支持体1Aの溶接部形状について以下に説明する。
<Welded part shape of support 1A>
The welded portion shape of the support 1A of the present embodiment will be described below.
 本実施の形態の支持体1Aは、フランジ材2,3とウェブ材4との接合部分に、フランジ材2,3とウェブ材4とが溶融し形成された溶接部8を有する。図2は、本実施の形態の支持体1Aにおける一方のフランジ材2とウェブ材4との溶接部8の部分拡大図である。 The support 1 </ b> A of the present embodiment has a welded portion 8 formed by melting the flange members 2 and 3 and the web member 4 in the joint portion between the flange members 2 and 3 and the web member 4. FIG. 2 is a partially enlarged view of a welded portion 8 between one of the flange members 2 and the web member 4 in the support 1A of the present embodiment.
 ここで、ウェブ材4における、上記表板面(第1面)41の反対側の面を裏板面(第2面)43とする。この場合、ウェブ材4の裏板面43側からレーザが照射されて、溶接部8が形成されたことになる。また、フランジ材2におけるウェブ材4側の面をウェブ側板面22とすると、溶接部8の形状を以下のように表すことができる。 Here, the surface on the opposite side of the front plate surface (first surface) 41 in the web material 4 is referred to as a back plate surface (second surface) 43. In this case, the laser is irradiated from the back plate surface 43 side of the web material 4 to form the welded portion 8. Moreover, when the surface by the side of the web material 4 in the flange material 2 is made into the web side plate surface 22, the shape of the welding part 8 can be represented as follows.
 すなわち、表板面41側においてフランジ材2のウェブ側板面22からウェブ材4の表面に沿って突出している溶接部8の長さをα、裏板面43側においてフランジ材2のウェブ側板面22からウェブ材4の裏板面43に沿って突出している溶接部8の長さをβ、表板面41側からフランジ材2のウェブ側板面22に沿って突出している溶接部8の長さをγ、表板面41側からフランジ材2のウェブ側板面22に沿って突出している溶接部8の長さをδとする。 That is, the length of the welded portion 8 protruding along the surface of the web material 4 from the web side plate surface 22 of the flange material 2 on the front plate surface 41 side is α, and the web side plate surface of the flange material 2 on the back plate surface 43 side The length of the weld 8 projecting along the back plate surface 43 of the web material 4 from 22 is β, and the length of the weld 8 projecting along the web side plate surface 22 of the flange 2 from the front plate surface 41 side Let γ be a length, and let δ be the length of the weld 8 projecting along the web side plate surface 22 of the flange member 2 from the front plate surface 41 side.
 本実施の形態における支持体1Aは、溶接部8の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。このような溶接部8の形状は、後述する本実施の形態の支持体1Aの製造方法によって、実現することができる。支持体1Aは、レーザ溶接により形成された溶接部の形状が、切削加工等の処理を施すことなく、そのままα+γ≦2mm、β+δ≦2mmという条件を満たしている。 In the support 1A in the present embodiment, the shape of the welding portion 8 satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm. Such a shape of the welding portion 8 can be realized by the method of manufacturing the support 1A of the present embodiment described later. In the support 1A, the shape of the welded portion formed by laser welding satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm as it is without performing processing such as cutting.
 つまり、本実施の形態の支持体1Aは、溶接部8における突出部の長さが小さい。そのため、パネル材6の隅部が、溶接部8の突出部と干渉することがない。その結果、パネル材6の隅部を処理することなく、また、溶接部8の突出部を切削等することなく、フランジ材2,3及びウェブ材4によって囲まれて形成される空間にパネル材6を嵌めることができる。 That is, in the support 1A of the present embodiment, the length of the protruding portion in the welding portion 8 is small. Therefore, the corner portion of the panel material 6 does not interfere with the protruding portion of the welding portion 8. As a result, the panel material is formed in a space surrounded by the flange members 2 and 3 and the web member 4 without processing the corners of the panel material 6 and without cutting the projecting portion of the welding portion 8 or the like. 6 can be fitted.
 したがって、突出部を削る工程が不要であり、かつ施工現場にて支持対象物をそのまま用いて施工することができる支持体を提供することができる。これにより、支持体1Aの強度を低下させることなく、また、支持体1Aの製造コスト及び支持構造体10Aの施工コストを抑制することができる。 Accordingly, it is possible to provide a support that does not require the step of scraping the protruding portion and can be constructed using the support object as it is at the construction site. Thereby, the manufacturing cost of the support 1A and the construction cost of the support structure 10A can be suppressed without reducing the strength of the support 1A.
 また、支持体1Aを構成するフランジ材2,3及びウェブ材4は、金属製であり、材質を適宜選択することにより、耐久性(例えば耐食性)に優れたものとすることができる。そのため、支持体1Aは、屋内だけでなく屋外においても好適に使用することができ、また、美観に優れたものとすることもできる。 Further, the flange members 2 and 3 and the web member 4 constituting the support 1A are made of metal, and by appropriately selecting the material, it can be excellent in durability (for example, corrosion resistance). Therefore, the support 1A can be suitably used not only indoors but also outdoors, and can also be excellent in aesthetics.
 これに対して、樹脂等を材質として支持体を作製する場合、接合部の突出量を少なくなるように製造することは可能であるが、屋外では劣化等が生じ易く、また強度を高くしようとすると製造コストが増大し得る。さらには、長手方向の長さが300mm~3000mmのような長尺な支持体を製造するためには、製造設備が大掛かりなものとなり、製造自体が困難であり得る。 On the other hand, when the support is made of resin or the like, although it is possible to manufacture so as to reduce the amount of protrusion of the joint, it is likely to cause deterioration etc. outdoors and to increase the strength. Then, the manufacturing cost may increase. Furthermore, in order to manufacture a long support having a length in the longitudinal direction of 300 mm to 3000 mm, the manufacturing equipment becomes large and manufacturing itself may be difficult.
 また、支持体1Aは、溶接部8の突出量が1mm以下であることが好ましく、0.75mm以下であることがより好ましい。溶接部8の突出量とは、上記α、β、γ、δで示される、突出している溶接部の長さのうち、最大のものの長さである。 Moreover, it is preferable that the protrusion amount of the welding part 8 of the support body 1A is 1 mm or less, and it is more preferable that it is 0.75 mm or less. The amount of projection of the welding portion 8 is the maximum length of the lengths of the projecting welding portions shown by the above α, β, γ and δ.
 つまり、支持体1Aは、上記α、β、γ、δで示される、突出している溶接部の長さが何れも1mm以下であることが好ましく、0.75mm以下であることがより好ましい。 That is, in the support 1A, the length of each of the protruding welds indicated by the above α, β, γ and δ is preferably 1 mm or less, and more preferably 0.75 mm or less.
 <支持体1Aの製造方法>
 本実施形態の支持体1Aの製造方法の一例について以下に説明する。パネル材6を支持する支持体1Aの製造方法は、金属製の2つのフランジ材2,3を、金属製のウェブ材4の両端に、2つのフランジ材2,3が対向するようにレーザ溶接により接合する工程を含み、フランジ材2,3とウェブ材4との溶接部8の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。
<Method of Manufacturing Support 1A>
An example of the manufacturing method of the support body 1A of this embodiment is demonstrated below. In the method of manufacturing the support 1A for supporting the panel member 6, the two flange members 2 and 3 made of metal are laser-welded so that the two flange members 2 and 3 face the both ends of the web member 4 made of metal. The shape of the welded portion 8 between the flange members 2 and 3 and the web member 4 satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm.
 一般に、レーザ溶接方法では、溶接部の突出量は比較的抑制され得る。しかし、本実施の形態の支持体1Aのように、α+γ≦2mm、β+δ≦2mmという条件を満たすような溶接部とすることは、一般的なレーザ溶接方法では溶接部の強度が低下するため想定されておらず、また、そのような小さな突出量とすること自体、容易ではなかった。 Generally, in the laser welding method, the amount of protrusion of the weld can be relatively suppressed. However, as in the case of support 1A of the present embodiment, it is assumed that the welded portion satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm because the strength of the welded portion is reduced by a general laser welding method. It was not easy to do with such a small amount of protrusion, nor was it easy.
 本発明者らは、レーザ溶接設備の改良を重ね、かつレーザ溶接の各種の条件を検討することによって、上述のような支持体1Aおよび支持構造体10Aを実現することを可能にした。 The present inventors have made it possible to realize the support 1A and the support structure 10A as described above by repeating the improvement of the laser welding equipment and examining various conditions of the laser welding.
 つまり、上述のレーザ溶接により接合する工程は、以下のようにおこなうことができる。 That is, the process of joining by the above-mentioned laser welding can be performed as follows.
 一般に、レーザ溶接による溶接時の入熱によって、フランジ材の形状が熱変形し得る。このような熱変形を矯正する方法が知られており、レーザ溶接設備としては、そのようなフランジ材の矯正機構を有する設備を用いた。そしてさらに、レーザ溶接設備として、フランジ材の熱変形を矯正する際に、ウェブ材が曲げ変形を起こすことを抑制する機構をも有する設備を用いた。 Generally, the heat input at the time of welding by laser welding may thermally deform the shape of the flange material. A method for correcting such thermal deformation is known, and as a laser welding equipment, equipment having a correction mechanism of such a flange material was used. Furthermore, as the laser welding equipment, equipment that also has a mechanism for suppressing the bending deformation of the web material when correcting the thermal deformation of the flange material was used.
 また、レーザ光を照射する狙い位置、照射角度等の条件を検討し、溶接部の突出量を低減した。このことについては、特許文献3に記載の技術を援用することができる。 In addition, conditions such as the target position for irradiating the laser beam and the irradiation angle were examined to reduce the amount of protrusion of the weld. The technique described in Patent Document 3 can be used for this.
 具体的には、ウェブ材の表面上のフランジ材からの狙い位置(照射位置)Xを、「X=Tw・tanθ」(Tw:ウェブ材の板厚,θ:フランジ材に対するレーザ入射角)と定義する。ここで、レーザのビーム径Dおよび溶融幅(条件により変動:約1.1倍~2.5倍)を考慮して、狙い位置Xの上限値は「2.5×(D/2)」となる。このことから、照射角θの範囲を求めると、「0<θ≦tan-1((2.5×D/2))/Tw」となる。 Specifically, the target position (irradiation position) X from the flange material on the surface of the web material is “X = Tw · tan θ” (Tw: thickness of the web material, θ: laser incident angle to the flange material) Define. Here, the upper limit value of the target position X is “2.5 × (D / 2)” in consideration of the beam diameter D of the laser and the melting width (variation depending on conditions: about 1.1 times to 2.5 times) It becomes. From this, when the range of the irradiation angle θ is determined, “0 <θ ≦ tan −1 ((2.5 × D / 2)) / Tw” is obtained.
 狙い位置Xおよび照射角θを、上記範囲内にて細かく調整することにより、溶接部が所望の強度特性を有するとともに、溶接部の突出量が小さくなるように、レーザ溶接を行うことが可能となる。 By finely adjusting the target position X and the irradiation angle θ within the above range, it is possible to perform laser welding so that the weld portion has desired strength characteristics and the amount of protrusion of the weld portion is reduced. Become.
 以上のように、本実施の形態の支持体1Aの製造方法によれば、溶接部8の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たす、支持体1Aを製造することができる。そのため、支持体1Aの溶接部を切削加工等することが不要である。そして、施工の現場にて、上記製造した支持体1Aを支柱5に固定し、パネル材6を隅部の加工を行うことなくそのまま嵌めこみ、支持構造体10Aとすることができる。 As described above, according to the method of manufacturing support 1A of the present embodiment, it is possible to manufacture support 1A in which the shape of weld 8 satisfies the condition of α + γ ≦ 2 mm and β + δ ≦ 2 mm. Therefore, it is not necessary to cut the welded portion of the support 1A. Then, at the construction site, the manufactured support 1A is fixed to the support 5, and the panel material 6 can be fitted as it is without processing the corner portion, to form the support structure 10A.
 <変形例>
 (a)本実施の形態の支持体1Aおよび支持構造体10Aは、重力方向が下方となるように、横置きの使用態様であったが、本発明の一態様における支持体および支持構造体は、これに限定されない。
<Modification>
(A) Although the support 1A and the support structure 10A of the present embodiment are in the use mode in which they are horizontally placed so that the direction of gravity is downward, the support and the support structure in one aspect of the present invention are Not limited to this.
 上記支柱5は、それぞれ少なくとも一端が建物の床等に連結して平行に立設した2つの角形形状の部材であってよく、何らかの自立機構によって床等に自立するように立設した(自立した)部材であってもよい。具体的には、建物の柱、骨組み、バルコニーの手すり等であってもよい。また、このことは、後述する他の実施形態においても同様であり、本発明の一態様における支持構造体は、パネル材を横置き、縦置き、斜め置きすることができるように、適宜構成することができる。 The pillars 5 may be two square-shaped members which are connected in parallel at least at one end to the floor of a building or the like, and are erected so as to stand on the floor or the like by some self-supporting mechanism It may be a member. Specifically, it may be a pillar of a building, a frame, a handrail of a balcony, or the like. Moreover, this is the same as in the other embodiments described later, and the support structure in one aspect of the present invention is appropriately configured such that the panel material can be horizontally placed, vertically placed, or obliquely placed. be able to.
 (b)本実施の形態の支持体1Aは、ウェブ材4の端部がフランジ材2,3の中央部に溶接されたH形鋼の形状であったが、本発明の一態様における支持体は、ウェブ材4の端部が、フランジ材2,3の一端側に偏った位置に溶接されていてもよい。すなわち、H形の断面形状において、ウェブ材4の位置が上方または下方に偏移して、偏心した形状となっていてよい。 (B) The support 1A of the present embodiment has the shape of an H-shaped steel in which the end of the web 4 is welded to the center of the flanges 2 and 3, but the support in one aspect of the present invention The end of the web 4 may be welded at a position where it is biased to one end of the flanges 2 and 3. That is, in the H-shaped cross-sectional shape, the position of the web material 4 may be shifted upward or downward to form an eccentric shape.
 また、本発明の一態様における支持体は、断面形状がI形状の形鋼であってもよい。 The support in one aspect of the present invention may be an I-shaped cross section.
 (c)本実施の形態の支持構造体10Aの一変形例について、図3を用いて説明する。図3は、本実施の形態における支持体1Aを含む支持構造体10Aの変形例の構成を示す断面図である。 (C) A modified example of the support structure 10A of the present embodiment will be described with reference to FIG. FIG. 3 is a cross-sectional view showing a configuration of a modification of a support structure 10A including the support 1A in the present embodiment.
 図3に示すように、本変形例では、ボルト91およびナット92によって、パネル材6がウェブ材4に固定されている。このように、固定具の一例として、ボルト91およびナット92を用いることができる。ナット92とウェブ材4との間に、図示しないワッシャーが介されていてもよい。 As shown in FIG. 3, in this modification, the panel member 6 is fixed to the web member 4 by bolts 91 and nuts 92. Thus, the bolt 91 and the nut 92 can be used as an example of a fixing tool. A washer (not shown) may be interposed between the nut 92 and the web member 4.
 ボルト91の頭が、パネル材6から突出することがないように、パネル材6に埋没するようになっていることが好ましい。 It is preferable that the head of the bolt 91 be embedded in the panel material 6 so as not to protrude from the panel material 6.
 また、フランジ材2,3を支柱5に固定するために用いる固定具は、皿ネジ7に限定されない。例えば、固定具の一例として、各種のアンカーボルトであってもよい。支柱5の材質に応じて、適宜選択すればよい。 Further, the fixing tool used to fix the flange members 2 and 3 to the support 5 is not limited to the countersunk screw 7. For example, various anchor bolts may be used as an example of a fixing tool. It may be appropriately selected according to the material of the support 5.
 (d)本実施の形態の支持体1Aの変形例について、図4の(a)~(d)を用いて説明する。図4の(a)~(d)は、本実施の形態における支持体1Aの変形例の構成を示す断面図である。 (D) A modification of the support 1A of the present embodiment will be described with reference to (a) to (d) of FIG. (A) to (d) of FIG. 4 are cross-sectional views showing the configuration of a modification of the support 1A in the present embodiment.
 本発明の一態様における支持体は、2つのフランジ材の板幅が異なっていてもよい(以下、2つのフランジ材の板幅が異なる形状を異幅フランジ形状と称することがある)。換言すれば、2つのフランジ材は、ウェブ材4の板面に立てた垂線の方向における、溶接部8からフランジ材の一方の端部までの長さおよび他方の端部までの長さのうちの少なくとも1方が互いに異なっていてもよい。具体的には、以下のような構成であってもよい。 The support in one aspect of the present invention may have different plate widths of the two flange members (hereinafter, a shape in which the plate widths of the two flange members are different may be referred to as different width flange shape). In other words, the two flange members have a length from the weld 8 to one end of the flange member and a length from the other end in the direction of the perpendicular line on the plate surface of the web member 4 At least one of them may be different from each other. Specifically, the following configuration may be employed.
 図4の(a)に示すように、一変形例における支持体1A1は、一方のフランジ材3a1が、フランジ材2よりも板幅が短くなっている。フランジ材3a1は、溶接部8から一方の端部までの長さをwl、他方の端部までの長さをwsとすると、wl>wsとなっており、wlの長さは、フランジ材2における溶接部8から端部までの長さと同じ長さとなっている。 As shown in (a) of FIG. 4, in the support 1 </ b> A <b> 1 in one modification, the plate width of one of the flange members 3 a 1 is shorter than that of the flange member 2. Assuming that the length from the weld 8 to one end is wl and the length from the other end to ws, the flange 3a has wl> ws, and the length of wl is the flange 2 The length is the same as the length from the welded portion 8 to the end portion in the above.
 また、図4の(b)に示すように、一変形例における支持体1A2は、一方のフランジ材3a2が、フランジ材2よりも板幅が短くなっている。フランジ材3a2は、溶接部8から両方の端部までの長さが等しくなっている。 Further, as shown in (b) of FIG. 4, in the support 1A2 in one modified example, the plate width of one of the flange members 3a2 is shorter than that of the flange member 2. The flange members 3a2 have equal lengths from the weld 8 to both ends.
 また、本発明の一態様における異幅フランジ形状の支持体は、2つのフランジ材の一方は、溶接部8から、ウェブ材4の一方の板面(例えば、表板面41)の側にのみ延びていてもよい。具体的には、以下のような構成であってもよい。 Further, in the different-width flange-shaped support body in one aspect of the present invention, one of the two flange members is from the welded portion 8 only on the side of one plate surface of the web member 4 (for example, the front plate surface 41). It may extend. Specifically, the following configuration may be employed.
 図4の(c)に示すように、一変形例における支持体1A3は、一方のフランジ材3a3が、フランジ材2よりも板幅が短くなっており、溶接部8から、ウェブ材4の一方の板面の側にのみ延びている。フランジ材3a3は、溶接部8から端部までの長さが、フランジ材2における溶接部8から端部までの長さと同じ長さとなっている。 As shown in (c) of FIG. 4, in the support 1A3 in one modification, the plate width of one of the flange members 3a3 is shorter than that of the flange member 2. It extends only to the side of the plate surface. The flange 3 a 3 has a length from the weld 8 to the end equal to the length from the weld 8 to the end of the flange 2.
 また、図4の(d)に示すように、一変形例における支持体1A4は、一方のフランジ材3a4が、フランジ材2よりも板幅が短くなっており、溶接部8から、ウェブ材4の一方の板面の側にのみ延びている。そして、フランジ材3a4は、溶接部8から端部までの長さが、フランジ材2における溶接部8から端部までの長さよりも短くなっている。 Further, as shown in (d) of FIG. 4, in the support 1A4 in one modification, the plate width of one of the flange members 3a4 is shorter than that of the flange member 2, and from the welded portion 8 to the web member 4 It extends only to one side of the plate surface. The flange 3 a 4 has a length from the weld 8 to the end shorter than the length from the weld 8 to the end of the flange 2.
 このような異幅フランジ形状の支持体を用いた場合であっても、図1と同様にパネル材6を支持する支持構造体を構成することができる。 Even in the case where such a different-width flange-shaped support is used, a support structure that supports the panel material 6 can be configured as in FIG. 1.
 〔実施形態2〕
 本発明の他の実施の形態について、図5に基づいて説明すれば、以下のとおりである。尚、本実施の形態において説明すること以外の構成は、前記実施の形態1と同じである。また、説明の便宜上、前記実施の形態1の図面に示した部材と同一の機能を有する部材については、同一の符号を付し、その説明を省略する。
Second Embodiment
Another embodiment of the present invention is described below with reference to FIG. The configuration other than that described in the present embodiment is the same as that of the first embodiment. Further, for convenience of explanation, members having the same functions as the members shown in the drawings of the first embodiment are given the same reference numerals, and the description thereof will be omitted.
 前記実施の形態1の支持構造体10Aでは、2つの支柱5の間に断面がH形状の支持体1Aが配置されて、2つの支柱5の間に架かるウェブ材4の上にパネル材6を載置する形となっていた。これに対して、本実施の形態の支持構造体10Bでは、2つの支持体1Bを備え、2つの支柱5のそれぞれに支持体1Bが固定されている点、および、支持体1Bがそれぞれ異幅フランジ形状となっている点が異なっている。 In the support structure 10A of the first embodiment, the support 1A having an H-shaped cross section is disposed between the two columns 5, and the panel material 6 is placed on the web material 4 that is bridged between the two columns 5. It was in the form to be placed. On the other hand, in the support structure 10B according to the present embodiment, the two supports 1B are provided, and the support 1B is fixed to each of the two columns 5, and the supports 1B have different widths. It differs in that it has a flange shape.
 図5は、本実施の形態における支持体1Bを含む支持構造体10Bの構成を示す断面図である。 FIG. 5 is a cross-sectional view showing a configuration of a support structure 10B including the support 1B in the present embodiment.
 図5に示すように、本実施の形態の支持体1Bは、前記実施形態1の変形例4において、支持体1A4(図4の(d)参照)として説明したものと同様の形状であり、断面形状がJ形の形鋼である。 As shown in FIG. 5, the support 1B of the present embodiment has the same shape as that described as the support 1A4 (see (d) in FIG. 4) in the fourth modification of the first embodiment, It has a J-shaped cross section.
 支持体1Bは、フランジ材2、フランジ材3b、およびウェブ材4bを備えるJ形鋼であって、以下のような構成のものである。すなわち、フランジ材2、フランジ材3b、およびウェブ材4bは、前記実施形態1の支持体1Aと同様の配置であるが、フランジ材3bは、フランジ材2よりも板幅が短く、ウェブ材4bも、ウェブ材4よりも板幅が短くなっている。また、フランジ材3bは、溶接部8からウェブ材4bの裏板面43の側にのみ延びている。 The support 1B is a J-shaped steel provided with the flange member 2, the flange member 3b, and the web member 4b, and has the following configuration. That is, although the flange member 2, the flange member 3b, and the web member 4b are arranged in the same manner as the support 1A of the first embodiment, the flange member 3b has a shorter plate width than the flange member 2 and the web member 4b. Also, the plate width is shorter than that of the web material 4. Further, the flange member 3 b extends only from the welded portion 8 to the side of the back plate surface 43 of the web member 4 b.
 支持構造体10Bは、2つの支柱5に、それぞれJ形状の支持体1Bが配置され、該支持体1Bにおけるフランジ材2がそれぞれ支柱5に皿ネジ(固定具)7によって固定されているとともに、ウェブ材4bの表板面41にパネル材6が支持されるように配置され、皿ネジ7によってパネル材6とウェブ材4bとが固定されている。支持構造体10Bは、支持体1Bの組を含む支持体セットを含んでいると表現することができる。 In the support structure 10B, a J-shaped support 1B is disposed on each of the two columns 5, and the flange member 2 in the support 1B is fixed to each of the columns 5 by a countersunk screw (fixer) 7, and The panel member 6 is disposed so as to be supported by the front plate surface 41 of the web member 4 b, and the panel member 6 and the web member 4 b are fixed by the countersunk screws 7. The support structure 10B can be described as including a support set that includes a set of supports 1B.
 このような支持体1Bにおいても、溶接部8の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。そのため、溶接部8における突出部の長さが小さい。その結果、パネル材6の隅部が、溶接部8の突出部と干渉することがない。したがって、パネル材6の隅部を処理することなく、また、溶接部8の突出部を切削等することなく、フランジ材2,3及びウェブ材4によって囲まれて形成される空間にパネル材6を嵌めることができる。 Also in such a support 1B, the shape of the welding portion 8 satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm. Therefore, the length of the protrusion in the welding portion 8 is small. As a result, the corners of the panel material 6 do not interfere with the projection of the welding portion 8. Therefore, the panel member 6 is formed in a space surrounded by the flange members 2 and 3 and the web member 4 without processing the corner portion of the panel member 6 and without cutting the projecting portion of the welding portion 8 or the like. Can be fitted.
 そして、本実施の形態の支持体1Bでは、ウェブ材4bの板幅を、2つの支柱5の間隔に合わせることが求められない。つまり、2つの支柱5の間隔を気にすることなく、2つの支持体1Bをそれぞれ支柱5に固定すれば、2つの支持体1Bのウェブ材4bがパネル材6の底を支えるようにして、パネル材6を支持することができる。 Then, in the support 1 </ b> B of the present embodiment, it is not required to adjust the plate width of the web material 4 b to the distance between the two columns 5. That is, if the two supports 1B are fixed to the supports 5 without regard to the distance between the two supports 5, the web members 4b of the two supports 1B support the bottom of the panel member 6, The panel material 6 can be supported.
 〔実施形態3〕
 本発明の他の実施形態について、図6に基づいて説明すれば、以下のとおりである。尚、本実施の形態において説明すること以外の構成は、前記実施の形態1および実施の形態2と同じである。また、説明の便宜上、前記実施の形態1および実施の形態2の図面に示した部材と同一の機能を有する部材については、同一の符号を付し、その説明を省略する。
Third Embodiment
Another embodiment of the present invention is described below with reference to FIG. The configuration other than that described in the present embodiment is the same as that of the first embodiment and the second embodiment. Further, for convenience of explanation, members having the same functions as the members shown in the drawings of the first embodiment and the second embodiment are given the same reference numerals, and the description thereof will be omitted.
 前記実施の形態2の支持構造体10Bでは、断面がJ形状の支持体1Bが支柱5に固定されて、2つの支持体1Bの表板面41上にパネル材6を載置して、パネル材6を支持する形となっていた。これに対して、本実施の形態の支持構造体10Cでは、断面がJ形状の2つの支持体1Cは、支持体1Bとは上下が逆に支柱5に固定され、パネル材に設けられた嵌合溝部にフランジ材が嵌合するようになっている点が異なっている。 In the support structure 10B of the second embodiment, the support 1B having a J-shaped cross section is fixed to the support 5, and the panel member 6 is placed on the front plate surface 41 of the two supports 1B. It had a shape to support the material 6. On the other hand, in the support structure 10C of the present embodiment, the two supports 1C having a J-shaped cross section are fixed to the columns 5 upside down from the support 1B, and are fitted to the panel material. The difference is that the flange material is fitted in the mating groove.
 図6は、本実施の形態における支持体1Cを含む支持構造体10Cの構成を示す断面図である。 FIG. 6 is a cross-sectional view showing a configuration of a support structure 10C including the support 1C in the present embodiment.
 図6に示すように、本実施の形態における支持体1Cは、フランジ材2、フランジ材3c、およびウェブ材4cを備えるJ形鋼であって、前記実施の形態2における支持体1Bと同様の形状(断面がJ形)の形鋼である。ここで、フランジ材3cは、溶接部8からウェブ材4cの裏板面43の側にのみ延びた延在部であると表現することもできる。 As shown in FIG. 6, the support 1C in the present embodiment is a J-shaped steel provided with the flange member 2, the flange member 3c, and the web member 4c, and is similar to the support 1B in the second embodiment. It is a shaped steel with a shape (J-shaped cross section). Here, the flange member 3c can also be expressed as an extended portion extending only from the welding portion 8 to the side of the back plate surface 43 of the web member 4c.
 本実施の形態の支持構造体10Cは、パネル材6cを支持する。パネル材6cは、支持体1Cのウェブ材4cと接する側の表面に、嵌合溝部62が形成されている。 The support structure 10C of the present embodiment supports the panel material 6c. In the panel member 6c, a fitting groove 62 is formed on the surface of the support 1C on the side in contact with the web member 4c.
 支持構造体10Cは、嵌合溝部62に上記延在部としてのフランジ材3cが嵌合するようにしつつ、2つの支持体1Cのウェブ材4cにおける裏板面43がパネル材6cの底を支えるようにして、パネル材6cを支持することができる。 In the support structure 10C, the back plate surface 43 of the web member 4c of the two supports 1C supports the bottom of the panel member 6c while the flange member 3c as the extension portion is fitted in the fitting groove portion 62. Thus, the panel material 6c can be supported.
 そして、この場合、嵌合溝部62にフランジ材3cが嵌合することにより、パネル材6cの移動が規制される。そのため、パネル材6cとウェブ材4cとに皿ネジ7を貫通させることなく、パネル材6cを容易に固定することができる。その結果、パネル材6cに穴をあける必要がなく、パネル材6cの当接面61とは反対側の表面を見た場合に皿ネジ7の頭が見えて美観を損ねることもない。また、穴が開いていないので、パネル材6cを容易に交換したり、再利用したりすることができる。そして、ウェブ材4cに予め孔部42を形成しなくともよく、製造コストを抑制することができる。 In this case, the flange member 3c is fitted in the fitting groove portion 62, whereby the movement of the panel member 6c is restricted. Therefore, panel material 6c can be fixed easily, without making countersunk screw 7 penetrate to panel material 6c and web material 4c. As a result, it is not necessary to make a hole in the panel material 6c, and when looking at the surface of the panel material 6c on the opposite side to the contact surface 61, the head of the flat screw 7 can not be seen and the appearance is not lost. Further, since the holes are not opened, the panel material 6c can be easily replaced or reused. And it is not necessary to form the holes 42 in advance in the web material 4c, and the manufacturing cost can be suppressed.
 <変形例>
 本実施の形態の支持構造体10Cの変形例について、図7を用いて説明する。図7は、本実施の形態における支持構造体10Cの変形例の構成を示す断面図である。
<Modification>
A modified example of the support structure 10C of the present embodiment will be described with reference to FIG. FIG. 7 is a cross-sectional view showing a configuration of a modified example of the support structure 10C in the present embodiment.
 本発明の一変形例における支持構造体10C1は、支持体1C1を備え、この支持体1C1は、前記実施形態1の変形例4において、支持体1A2(図4の(b)参照)として説明したものと同様の形状である。 The support structure 10C1 according to one modification of the present invention includes the support 1C1, and the support 1C1 has been described as the support 1A2 (see (b) in FIG. 4) in the fourth modification of the first embodiment. It has the same shape as the one.
 支持体1C1は、フランジ材2、フランジ材3c1、およびウェブ材4cを備える、意幅フランジ形状の形鋼であって、以下のような構成のものである。フランジ材3c1は、フランジ材2よりも板幅が短くなっている。フランジ材3c1は、溶接部8から両方の端部までの長さが等しくなっており、延在部を2つ有している。 The support 1C1 is a wide-width flange-shaped section steel including a flange member 2, a flange member 3c1, and a web member 4c, and has the following configuration. The flange member 3 c 1 has a plate width shorter than that of the flange member 2. The flange member 3c1 has the same length from the welding portion 8 to both ends, and has two extending portions.
 このような形状の支持体1C1を使用する場合、本実施の形態の支持構造体10Cと同様に1つのパネル材6cを支持することができるだけでなく、ウェブ材4cの表板面41側にもパネル材6cを配置して、支持することが可能である。そのため、支持構造体10C1は、2つのパネル材6cを支持することができ、空間をより効率的に使用することができる。また、フランジ材3c1の向きを気にすることなく施工することができ、施工作業をより容易なものとすることができる。 When the support 1C1 having such a shape is used, not only can one panel material 6c be supported similarly to the support structure 10C of the present embodiment, but also on the front plate surface 41 side of the web material 4c. It is possible to arrange and support the panel material 6c. Therefore, the support structure 10C1 can support the two panel members 6c, and can use space more efficiently. Moreover, it can construct without minding direction of flange material 3c1, and can make construction work easier.
 〔実施形態4〕
 本発明の他の実施形態について、図8に基づいて説明すれば、以下のとおりである。尚、本実施の形態において説明すること以外の構成は、前記実施の形態1~3と同じである。また、説明の便宜上、前記実施の形態1~3の図面に示した部材と同一の機能を有する部材については、同一の符号を付し、その説明を省略する。
Embodiment 4
Another embodiment of the present invention will be described below with reference to FIG. The configuration other than that described in the present embodiment is the same as in the first to third embodiments. Further, for convenience of explanation, members having the same functions as the members shown in the drawings of the first to third embodiments are given the same reference numerals, and the description thereof will be omitted.
 前記実施の形態1~3の支持構造体10A~10Cでは、2つの支柱5の間に支持体1A~1Cが配置されており、すなわち固定面51が対向していた。これに対して、本実施の形態の支持構造体10Dでは、所定の間隔にて並んだ複数の支柱5dにおける固定面51は、それぞれ同一の仮想平面上にあるように配置されている点が異なっている。 In the support structures 10A to 10C of the first to third embodiments, the supports 1A to 1C are disposed between the two columns 5, that is, the fixing surfaces 51 are opposed to each other. On the other hand, in the support structure 10D according to the present embodiment, the fixing surfaces 51 of the plurality of columns 5d arranged at predetermined intervals are different from each other on the same virtual plane. ing.
 図8は、本実施の形態における支持体1Dを含む支持構造体10Dの構成を示す断面図である。 FIG. 8 is a cross-sectional view showing a configuration of a support structure 10D including a support 1D in the present embodiment.
 支持体1Dは、フランジ材2、フランジ材3d、およびウェブ材4dを備え、前記実施の形態3の変形例における支持体1C1と同様の形状である。 The support 1D includes the flange member 2, the flange member 3d, and the web member 4d, and has the same shape as the support 1C1 in the modification of the third embodiment.
 支持構造体10Dは、複数の支柱5dに、固定面51が同一の仮想平面上にあるようにして複数の支持体1Dが配置され、該支持体1Dにおけるフランジ材2がそれぞれ支柱5dに皿ネジ7によって固定されている。そして、支持体1Dのフランジ材2、フランジ材3d、およびウェブ材4dによって囲まれて形成される空間にパネル材6の隅部が嵌合するようになっている。 In the support structure 10D, the plurality of supports 1D are disposed on the plurality of columns 5d such that the fixing surface 51 is on the same virtual plane, and the flange members 2 in the support 1D are countersunk screws on the columns 5d. It is fixed by seven. And the corner of panel material 6 fits into the space surrounded and formed by flange material 2 of support 1D, flange material 3d, and web material 4d.
 この支柱5dとしては、複数の支柱5dにおける固定面51の配置の関係を除けば、前記実施の形態1にて説明した支柱5と同様のものであってよい。 The support 5d may be the same as the support 5 described in the first embodiment, except for the arrangement of the fixing surfaces 51 in the plurality of support 5d.
 ここで、支持構造体10Dの断面を平面視した場合に、或る2つの支持体1Dにおいて、一方の支持体1Dにおける上記空間にパネル材6の一端側が支持され、他方の支持体1Dにおける上記空間にパネル材6の他端側が支持されるようになっている。この場合、パネル材6の板厚は、ウェブ材4dの板幅と対応していることが好ましい。ただし、パネル材6の板厚が薄い場合であっても、何らかの固定手段(皿ネジ7等)によって、パネル材6を支持することは可能である。 Here, when the cross section of the support structure 10D is viewed in plan, one end side of the panel member 6 is supported in the space in one of the two supports 1D in the two supports 1D, and the above in the other support 1D. The other end side of the panel member 6 is supported in the space. In this case, it is preferable that the thickness of the panel 6 correspond to the width of the web 4 d. However, even when the thickness of the panel material 6 is thin, it is possible to support the panel material 6 by some fixing means (disc screw 7 or the like).
 このような構成においては、支柱5dに支持体1Dを固定した後に、支持体1Dの間に、パネル材6を差し込むことによって、矩形のパネル材6をそのまま、固定することができる。 In such a configuration, the rectangular panel material 6 can be fixed as it is by inserting the panel material 6 between the support 1D after fixing the support 1D to the support 5d.
 なお、本実施の形態の支持構造体10Dは、支持体1Dとは異なる形状の支持体を用いてもよく、例えば、前記実施の形態1の変形例4にて示したような各種の形状の支持体を、適宜組み合わせて用いることができる。 The support structure 10D of the present embodiment may use a support having a shape different from that of the support 1D. For example, the support structure 10D may have various shapes as shown in the fourth modification of the first embodiment. The supports can be used in combination as appropriate.
 〔実施形態5〕
 本発明のさらに他の実施形態について、図9に基づいて説明すれば、以下のとおりである。尚、本実施の形態において説明すること以外の構成は、前記実施の形態1~4と同じである。また、説明の便宜上、前記実施の形態1~4の図面に示した部材と同一の機能を有する部材については、同一の符号を付し、その説明を省略する。
Fifth Embodiment
Yet another embodiment of the present invention will be described below with reference to FIG. The configuration other than that described in the present embodiment is the same as the first to fourth embodiments. Further, for convenience of explanation, members having the same functions as the members shown in the drawings of the first to fourth embodiments are given the same reference numerals, and the description thereof will be omitted.
 前記実施の形態4の支持構造体10Dでは、パネル材6の板厚は、ウェブ材4dの板幅よりも小さいことが求められる。これに対して、本実施の形態の支持構造体10Eでは、パネル材6eに嵌合溝部62が形成されており、パネル材6eの板厚がウェブ材4eの板幅よりも大きくなっている点が異なっている。 In the support structure 10D of the fourth embodiment, the thickness of the panel material 6 is required to be smaller than the width of the web material 4d. On the other hand, in the support structure 10E of the present embodiment, the fitting groove 62 is formed in the panel 6e, and the thickness of the panel 6e is larger than the width of the web 4e. Are different.
 図9では、支柱5eは、複数の支持体1Eを固定することができる幅広の柱となっているが、単に壁または床に支持体1Eを固定する構成であっても構わない。 In FIG. 9, the support 5e is a wide pillar capable of fixing a plurality of supports 1E. However, the support 1E may be simply fixed to a wall or a floor.
 支持体1Eは、フランジ材2、フランジ材3e、およびウェブ材4eを備え、前記実施の形態4における支持体1Dと同様の形状である。 The support 1E includes the flange 2, the flange 3e, and the web 4e, and has the same shape as the support 1D in the fourth embodiment.
 パネル材6eは、延在部としてのフランジ材3eと嵌合可能な嵌合溝部62が形成されている。この嵌合溝部62としては、前記実施の形態3にて説明したもの(図6参照)と同様のものであってよい。 The panel member 6e is formed with a fitting groove portion 62 which can be fitted to the flange member 3e as an extending portion. The fitting groove 62 may be the same as that described in the third embodiment (see FIG. 6).
 これにより、支持構造体10Eは、支柱5eに支持体1Eを固定した後に、支持体1Eの間に、嵌合溝部62がフランジ材3eと嵌合するようにして、パネル材6eを差し込むことによって、矩形のパネル材6eをそのまま、固定することができる。 Thereby, after fixing the support 1E to the support 5e, the support structure 10E inserts the panel material 6e between the support 1E so that the fitting groove 62 fits with the flange 3e. The rectangular panel material 6e can be fixed as it is.
 また、この場合、支持体1Eの両側にパネル材6eを配置する場合、2つのパネル材6eの間からフランジ材3eが見えないように、カバーをすることが好ましい。これにより、設置したパネル材6eの美観を向上させることができる。 Moreover, in this case, when arranging panel material 6e on both sides of support 1E, it is preferable to cover so that flange material 3e can not be seen from between two panel materials 6e. Thereby, the aesthetics of the installed panel material 6e can be improved.
 以上のように、本発明の一態様における支持体は、支持対象物を支持する支持体であって、金属製の2つのフランジ材を、金属製のウェブ材の両端に、前記2つのフランジ材が対向するように溶接することにより形成されており、前記フランジ材と前記ウェブ材との溶接部の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。(ここで、ウェブ材の一方の板面を第1面、該第1面の裏面を第2面とし、
α:前記第1面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、β:前記第2面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、γ:前記第1面から前記フランジ材の表面に沿って突出している溶接部の長さ、δ:前記第2面から前記フランジ材の表面に沿って突出している溶接部の長さである)。
As described above, the support in one aspect of the present invention is a support for supporting the support object, and the two flanges made of metal are provided at both ends of the metal web made of the two flanges. Are formed so as to face each other, and the shape of the weld between the flange member and the web member satisfies the conditions of α + γ ≦ 2 mm and β + δ ≦ 2 mm. (Here, one plate surface of the web material is referred to as a first surface, and the back surface of the first surface is referred to as a second surface,
α: The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side, β: along the surface of the web material from the surface of the flange material on the second surface side Length of the weld that protrudes from the first surface, γ: length of the weld that protrudes along the surface of the flange from the first surface, δ: protrudes along the surface of the flange from the second surface, Weld length).
 また、本発明の一態様における支持体は、前記2つのフランジ材は、前記第1面に立てた垂線の方向における、前記溶接部から当該フランジ材の一方の端部までの長さおよび他方の端部までの長さのうちの少なくとも1方が互いに異なっていてもよい。 Further, in the support according to one aspect of the present invention, the two flange members have a length from the weld to one end of the flange member in the direction of a perpendicular line on the first surface and the other At least one of the lengths up to the end may be different from one another.
 また、本発明の一態様における支持体は、前記2つのフランジ材の一方は、前記溶接部から、前記ウェブ材の前記第1面の側にのみ延びていてもよい。 Further, in the support according to one aspect of the present invention, one of the two flange members may extend from the welded portion only to the side of the first surface of the web member.
 また、本発明の一態様における支持体は、前記2つのフランジ材の少なくとも一方は、前記支持体を他の物体に固定するための固定具を通す第1開口部を有していてもよい。 In the support according to one aspect of the present invention, at least one of the two flange members may have a first opening through which a fixing device for fixing the support to another object is passed.
 また、本発明の一態様における支持体は、前記ウェブ材は、前記支持対象物を前記支持体に固定するための固定具を通す第2開口部を有していてもよい。 In the support according to one aspect of the present invention, the web material may have a second opening through which a fixing device for fixing the support object to the support is passed.
 本発明の一態様における支持体セットは、前記支持体の組を含む。 The support set in one aspect of the present invention comprises the set of supports.
 本発明の一態様における支持体構造体は、前記支持体セットと、前記支持体によって支持される支持対象物とを含む。 The support structure in one aspect of the present invention includes the support set and a support object supported by the support.
 本発明の一態様における支持体の製造方法は、支持対象物を支持する支持体の製造方法であって、金属製の2つのフランジ材を、金属製のウェブ材の両端に、前記2つのフランジ材が対向するようにレーザ溶接により接合する工程を含み、前記フランジ材と前記ウェブ材との溶接部の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている。(ここで、ウェブ材の一方の板面を第1面、該第1面の裏面を第2面とし、
 α:前記第1面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、β:前記第2面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、γ:前記第1面から前記フランジ材の表面に沿って突出している溶接部の長さ、δ:前記第2面から前記フランジ材の表面に沿って突出している溶接部の長さである)。
A method of producing a support according to an aspect of the present invention is a method of producing a support for supporting a support object, comprising two metal flanges at both ends of the metal web and the two flanges. The shape of the welding part of the said flange material and the said web material is satisfy | filled the conditions that (alpha) + (gamma) <= 2 mm and (beta) + delta <= 2 mm including the process joined by laser welding so that materials may oppose. (Here, one plate surface of the web material is referred to as a first surface, and the back surface of the first surface is referred to as a second surface,
α: The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side, β: along the surface of the web material from the surface of the flange material on the second surface side Length of the weld that protrudes from the first surface, γ: length of the weld that protrudes along the surface of the flange from the first surface, δ: protrudes along the surface of the flange from the second surface, Weld length).
 本発明は上述した各実施形態に限定されるものではなく、請求項に示した範囲で種々の変更が可能であり、異なる実施形態にそれぞれ開示された技術的手段を適宜組み合わせて得られる実施形態についても本発明の技術的範囲に含まれる。 The present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the claims, and embodiments obtained by appropriately combining the technical means disclosed in the different embodiments. Is also included in the technical scope of the present invention.
 1A、1A1、1A2、1A3、1A4、1B、1C、1C1、1D、1E:支持体 2、3:フランジ材 4:ウェブ材 5:支柱(他の物体) 6、6c、6e パネル材(支持対象物) 7:皿ネジ(固定具) 8:溶接部 10A、10B、10C、10C1、10D、10E:支持構造体 21、31:孔部(第1開口部) 41:表板面(第1面) 42:孔部(第2開口部) 43:裏板面(第2面) 1A, 1A1, 1A2, 1A3, 1A4, 1B, 1C, 1C1, 1D, 1E: support 2, 3: flange material 4: web material 5: support (other object) 6, 6c, 6e panel material (support target Object 7: Countersunk screw (fixing tool) 8: Welds 10A, 10B, 10C, 10C1, 10D, 10E: Support structure 21, 31: Holes (first opening) 41: Front plate surface (first surface) 42: hole (second opening) 43: back plate surface (second surface)

Claims (8)

  1.  支持対象物を支持する支持体であって、金属製の2つのフランジ材を、金属製のウェブ材の両端に、前記2つのフランジ材が対向するように溶接することにより形成されており、
     前記フランジ材と前記ウェブ材との溶接部の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている支持体。
     (ここで、ウェブ材の一方の板面を第1面、該第1面の裏面を第2面とし、
     α:前記第1面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、β:前記第2面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、γ:前記第1面から前記フランジ材の表面に沿って突出している溶接部の長さ、δ:前記第2面から前記フランジ材の表面に沿って突出している溶接部の長さである。)
    A support for supporting an object to be supported, which is formed by welding two metal flanges to both ends of a metal web so that the two flanges face each other,
    The support body in which the shape of the welding part of the said flange material and the said web material satisfy | fills the conditions of (alpha) + (gamma) <= 2 mm and (beta) + delta <= 2 mm.
    (Here, one plate surface of the web material is referred to as a first surface, and the back surface of the first surface is referred to as a second surface,
    α: The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side, β: along the surface of the web material from the surface of the flange material on the second surface side Length of the weld that protrudes from the first surface, γ: length of the weld that protrudes along the surface of the flange from the first surface, δ: protrudes along the surface of the flange from the second surface, Is the length of the welded part. )
  2.  前記2つのフランジ材は、前記第1面に立てた垂線の方向における、前記溶接部から当該フランジ材の一方の端部までの長さおよび他方の端部までの長さのうちの少なくとも1方が互いに異なっている請求項1に記載の支持体。 The two flange members have at least one of a length from the weld to one end of the flange member and a length from the other end in the direction of a perpendicular line on the first surface. The support according to claim 1, wherein are different from each other.
  3.  前記2つのフランジ材の一方は、前記溶接部から、前記ウェブ材の前記第2面の側にのみ延びている請求項2に記載の支持体。 The support according to claim 2, wherein one of the two flanges extends from the weld only to the side of the second surface of the web.
  4.  前記2つのフランジ材の少なくとも一方は、前記支持体を他の物体に固定するための固定具を通す第1開口部を有している請求項1から3のいずれか1項に記載の支持体。 The support according to any one of claims 1 to 3, wherein at least one of the two flange members has a first opening through which a fixing device for fixing the support to another object is inserted. .
  5.  前記ウェブ材は、前記支持対象物を前記支持体に固定するための固定具を通す第2開口部を有している請求項1から4のいずれか1項に記載の支持体。 The support according to any one of claims 1 to 4, wherein the web material has a second opening through which a fixing tool for fixing the support object to the support is passed.
  6.  請求項1から5のいずれか1項に記載の支持体の組を含む支持体セット。 A support set comprising the set of supports according to any one of the preceding claims.
  7.  請求項6に記載の支持体セットと、
     前記支持体によって支持される支持対象物とを含む支持構造体。
    A support set according to claim 6;
    A support structure comprising a support object supported by the support.
  8.  支持対象物を支持する支持体の製造方法であって、金属製の2つのフランジ材を、金属製のウェブ材の両端に、前記2つのフランジ材が対向するようにレーザ溶接により接合する工程を含み、
     前記フランジ材と前記ウェブ材との溶接部の形状が、α+γ≦2mm、β+δ≦2mmという条件を満たしている支持体の製造方法。
     (ここで、ウェブ材の一方の板面を第1面、該第1面の裏面を第2面とし、
     α:前記第1面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、β:前記第2面側においてフランジ材の表面から前記ウェブ材の表面に沿って突出している溶接部の長さ、γ:前記第1面から前記フランジ材の表面に沿って突出している溶接部の長さ、δ:前記第2面から前記フランジ材の表面に沿って突出している溶接部の長さである。)
    A method of manufacturing a support for supporting a support object, comprising: bonding two metal flanges by laser welding so that the two flanges are opposed to both ends of a metal web. Including
    The manufacturing method of the support body in which the shape of the welding part of the said flange material and the said web material satisfy | fills the conditions of (alpha) + (gamma) <= 2 mm and (beta) + delta <= 2 mm.
    (Here, one plate surface of the web material is referred to as a first surface, and the back surface of the first surface is referred to as a second surface,
    α: The length of the weld projecting along the surface of the web material from the surface of the flange material on the first surface side, β: along the surface of the web material from the surface of the flange material on the second surface side Length of the weld that protrudes from the first surface, γ: length of the weld that protrudes along the surface of the flange from the first surface, δ: protrudes along the surface of the flange from the second surface, Is the length of the welded part. )
PCT/JP2017/042577 2017-03-29 2017-11-28 Support body, support body set, support structure, and method for manufacturing support body WO2018179582A1 (en)

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JPS61179935A (en) * 1985-11-15 1986-08-12 旭化成株式会社 Pillar and beam connection structure
JPH11123575A (en) * 1997-08-22 1999-05-11 Topy Ind Ltd Stainless shape steel and its manufacture
JP2012152820A (en) * 2011-01-28 2012-08-16 Nisshin Steel Co Ltd Laser welded shape steel
WO2014016935A1 (en) * 2012-07-26 2014-01-30 日新製鋼株式会社 Laser-welded shaped steel
JP2016190259A (en) * 2015-03-31 2016-11-10 日新製鋼株式会社 Apparatus and method for manufacturing welded section steel

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TWI579092B (en) 2012-07-26 2017-04-21 日新製鋼股份有限公司 Laser welded shaped steel

Patent Citations (5)

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Publication number Priority date Publication date Assignee Title
JPS61179935A (en) * 1985-11-15 1986-08-12 旭化成株式会社 Pillar and beam connection structure
JPH11123575A (en) * 1997-08-22 1999-05-11 Topy Ind Ltd Stainless shape steel and its manufacture
JP2012152820A (en) * 2011-01-28 2012-08-16 Nisshin Steel Co Ltd Laser welded shape steel
WO2014016935A1 (en) * 2012-07-26 2014-01-30 日新製鋼株式会社 Laser-welded shaped steel
JP2016190259A (en) * 2015-03-31 2016-11-10 日新製鋼株式会社 Apparatus and method for manufacturing welded section steel

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