JP6382363B2 - Load support member - Google Patents

Load support member Download PDF

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JP6382363B2
JP6382363B2 JP2017014657A JP2017014657A JP6382363B2 JP 6382363 B2 JP6382363 B2 JP 6382363B2 JP 2017014657 A JP2017014657 A JP 2017014657A JP 2017014657 A JP2017014657 A JP 2017014657A JP 6382363 B2 JP6382363 B2 JP 6382363B2
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flanges
support member
flange
welding
width direction
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JP2018123484A (en
Inventor
東田　豊彦
豊彦 東田
重和 横山
重和 横山
是友 高橋
是友 高橋
誠 西崎
誠 西崎
真司 白波瀬
真司 白波瀬
宍戸　唯一
唯一 宍戸
佐藤　圭一
圭一 佐藤
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Sekisui House Ltd
Nippon Steel Corp
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Sekisui House Ltd
Nippon Steel Corp
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Priority to JP2017014657A priority Critical patent/JP6382363B2/en
Priority to CN201810086878.XA priority patent/CN108457373B/en
Publication of JP2018123484A publication Critical patent/JP2018123484A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、建物構造における柱や梁等の荷重支持部材に関するものである。   The present invention relates to a load support member such as a column or a beam in a building structure.

従来、特許文献１に見られるように、建物構造において、荷重を支持する部材（柱や梁等）として、Ｈ形鋼からなる荷重支持部材が知られている。この荷重支持部材は、一対のフランジと、各フランジを連結するウエブと、を有している。   Conventionally, as seen in Patent Document 1, in a building structure, a load support member made of H-shaped steel is known as a member (column, beam, or the like) that supports a load. This load support member has a pair of flanges and a web connecting the flanges.

特許第２９９２５８１号公報Japanese Patent No. 2992581

一般に、建物構造において、荷重支持部材の剛性や耐性が高い程、建物構造に必要な荷重支持部材の数が少なくなるので、間取りの自由度等の点において有利である。このため、特許文献１に記載されるような荷重支持部材は、高い剛性や耐性を有することが望ましい。   Generally, in a building structure, the higher the rigidity and resistance of a load support member, the smaller the number of load support members necessary for the building structure, which is advantageous in terms of the degree of freedom in floor plan. For this reason, it is desirable for the load supporting member described in Patent Document 1 to have high rigidity and resistance.

本発明の目的は、高い剛性や耐性を有する荷重支持部材を提供することである。   An object of the present invention is to provide a load support member having high rigidity and resistance.

前記課題を解決するために、例えば、それぞれが同じ幅のフランジを有するＨ形鋼からなる複数の支持部材同士を互いに溶接することによって荷重支持部材を構成することが考えられる。具体的に、各支持部材のフランジの外面同士が接触するように並んだ状態で互いに隣接するフランジ同士を溶接することにより、荷重支持部材を構成することが考えられる。この場合、互いに接触しているフランジの外縁部同士が溶接される。この結果、溶接部は、各フランジにおける幅方向（ウエブと直交する方向）の端面から前記幅方向の外側に向かって張り出す形状になる。   In order to solve the above-mentioned problem, for example, it is conceivable to form a load support member by welding a plurality of support members made of H-shaped steel each having a flange having the same width. Specifically, it is conceivable that the load supporting member is configured by welding adjacent flanges in a state where the outer surfaces of the flanges of the supporting members are in contact with each other. In this case, the outer edges of the flanges that are in contact with each other are welded together. As a result, the welded portion has a shape projecting from the end face in the width direction (direction orthogonal to the web) of each flange toward the outside in the width direction.

一方、建物構造では、荷重支持部材の幅方向について当該荷重支持部材の少なくとも一方側に壁面パネル等が配置されることがあるため、荷重支持部材の前記幅方向への大型化は、回避されることが望ましい。   On the other hand, in the building structure, since a wall panel or the like may be disposed on at least one side of the load support member in the width direction of the load support member, enlargement of the load support member in the width direction is avoided. It is desirable.

そこで、本発明は、それぞれがＨ形鋼からなる複数の支持部材を備え、前記複数の支持部材は、各支持部材のフランジの外面同士が接触するように並んだ状態で互いに隣接するフランジ同士が溶接されており、これにより前記複数の支持部材は、当該複数の支持部材のそれぞれのフランジのうち互いに溶接されている少なくとも一対の溶接フランジと、当該複数の支持部材のそれぞれのフランジのうち各支持部材が並ぶ方向について最も外側に位置する２枚の外フランジと、を有し、前記一対の溶接フランジの一方の溶接フランジの、前記支持部材のウエブと直交する幅方向の寸法は、各外フランジの前記幅方向の寸法以下であり、前記一対の溶接フランジの他方の溶接フランジの前記幅方向の寸法は、各外フランジの前記幅方向の寸法よりも小さい、荷重支持部材を提供する。   Therefore, the present invention includes a plurality of support members each made of H-shaped steel, and the plurality of support members are arranged such that flanges adjacent to each other in a state where the outer surfaces of the flanges of each support member are in contact with each other. The plurality of support members are welded to each other, and at least a pair of weld flanges welded to each other among the flanges of the plurality of support members, and each support among the flanges of the plurality of support members. Two outer flanges positioned on the outermost side in the direction in which the members are arranged, and the dimension in the width direction of one welding flange of the pair of welding flanges perpendicular to the web of the support member is each outer flange The dimension in the width direction of the other welding flange of the pair of welding flanges is less than the dimension in the width direction of each outer flange. Small, it provides a load bearing member.

本荷重支持部材では、一方の溶接フランジの幅方向の寸法が各外フランジの幅方向の寸法以下であり、他方の溶接フランジの幅方向の寸法が各外フランジの幅方向の寸法よりも小さいので、各溶接フランジ同士の溶接により形成される溶接部が、各溶接フランジの幅方向の寸法と各外フランジの幅方向の寸法との差に応じて溶接フランジの幅方向の外側に生じるスペースに収まる。このため、前記溶接部に起因する荷重支持部材の幅方向への大型化が回避される。よって、幅方向への大型化の回避と剛性や耐性の向上との双方が達成される。   In this load support member, the dimension in the width direction of one welding flange is equal to or less than the dimension in the width direction of each outer flange, and the dimension in the width direction of the other welding flange is smaller than the dimension in the width direction of each outer flange. The welded portion formed by welding the weld flanges fits in a space generated on the outer side in the width direction of the weld flange according to the difference between the width direction dimension of each weld flange and the width direction dimension of each outer flange. . For this reason, the enlargement to the width direction of the load support member resulting from the said welding part is avoided. Therefore, both avoidance of enlargement in the width direction and improvement of rigidity and resistance are achieved.

この場合において、前記一方の溶接フランジの前記幅方向の寸法は、前記他方の溶接フランジの前記幅方向の寸法よりも大きく、前記他方の溶接フランジは、前記一方の溶接フランジに対して隅肉溶接されていることが好ましい。   In this case, the dimension in the width direction of the one welding flange is larger than the dimension in the width direction of the other welding flange, and the other welding flange is fillet welded to the one welding flange. It is preferable that

このようにすれば、各溶接フランジの溶接作業が簡素化される。   In this way, the welding operation of each welding flange is simplified.

また、前記荷重支持部材において、前記一対の溶接フランジは、前記複数の支持部材のそれぞれのウエブが一直線上に並んだ状態で互いに溶接されていることが好ましい。   In the load support member, it is preferable that the pair of welding flanges are welded to each other in a state where the webs of the plurality of support members are aligned.

このようにすれば、荷重支持部材の剛性や耐性がより高まる。   If it does in this way, the rigidity and tolerance of a load support member will increase more.

また、前記荷重支持部材において、各ウエブには、人の手の挿通を許容する形状を有する穴が形成されていることが好ましい。   Further, in the load supporting member, it is preferable that a hole having a shape allowing a human hand to pass is formed in each web.

このようにすれば、複数のウエブが並ぶことに起因して幅方向について各支持部材の一方側から他方側へ至る作業が行いにくくなることが解消される。   In this way, it is possible to eliminate the difficulty of performing the work from one side of each support member to the other side in the width direction due to the arrangement of the plurality of webs.

また、前記荷重支持部材において、前記複数の支持部材は、前記幅方向についての各外フランジの一端部を通りかつ各ウエブと平行に延びる第１直線と、前記幅方向についての各外フランジの他端部を通りかつ各ウエブと平行に延びる第２直線と、により挟まれる領域に収まる形状を有する溶接部を有することが好ましい。   Further, in the load support member, the plurality of support members include a first straight line extending through one end of each outer flange in the width direction and extending in parallel with each web, and other outer flanges in the width direction. It is preferable to have a welded portion having a shape that fits in a region sandwiched by the second straight line that passes through the end portion and extends in parallel with each web.

このようにすれば、荷重支持部材の幅方向への大型化がより確実に回避される。   In this way, enlargement of the load supporting member in the width direction can be avoided more reliably.

以上のように、本発明によれば、高い剛性や耐性を有する荷重支持部材を提供することができる。   As described above, according to the present invention, a load supporting member having high rigidity and resistance can be provided.

本発明の一実施形態の荷重支持部材の正面図である。It is a front view of the load support member of one embodiment of the present invention. 図１のＩＩ−ＩＩ線での断面図である。It is sectional drawing in the II-II line | wire of FIG. 図１に示される荷重支持部材の平面図である。It is a top view of the load support member shown by FIG. 図１に示される荷重支持部材の底面図である。It is a bottom view of the load support member shown by FIG. 図１に示す荷重支持部材の変形例の断面図である。It is sectional drawing of the modification of the load support member shown in FIG. 図１に示す荷重支持部材の変形例の断面図である。It is sectional drawing of the modification of the load support member shown in FIG. 図１に示す荷重支持部材の変形例の断面図である。It is sectional drawing of the modification of the load support member shown in FIG.

本発明の一実施形態の荷重支持部材５について、図１〜図４を参照しながら説明する。荷重支持部材５は、建物構造における梁や柱部材として用いられる。   A load support member 5 according to an embodiment of the present invention will be described with reference to FIGS. The load support member 5 is used as a beam or a column member in a building structure.

荷重支持部材５は、それぞれがＨ形鋼からなる複数の支持部材１０を備えている。複数の支持部材１０は、各支持部材１０のフランジの外面同士が接触するように並んだ状態で互いに隣接するフランジ同士が溶接されている。より具体的には、複数の支持部材１０は、各支持部材１０のフランジの外面同士が接触し、かつ、各支持部材１０のウエブが一直線上に並んだ状態で互いに隣接するフランジ同士が溶接されている。以下、複数の支持部材１０のそれぞれのフランジのうち、互いに溶接された一対のフランジを「一対の溶接フランジ」と称し、各支持部材１０が並ぶ方向（図１の左右方向）について最も外側に位置する２枚のフランジをそれぞれ「外フランジ」と称する。本実施形態では、複数の支持部材１０は、第１支持部材１０Ａと、第２支持部材１０Ｂと、を含んでおり、第１支持部材１０Ａの一方（図１の右側）のフランジ１１Ａと第２支持部材１０Ｂの一方（図１の左側）のフランジ１１Ｂとが互いに溶接されている。つまり、本実施形態では、第１支持部材１０Ａの一方のフランジ１１Ａ及び第２支持部材１０Ｂの一方のフランジ１１Ｂが前記一対の溶接フランジを構成し、第１支持部材１０Ａの他方のフランジ１２Ａ及び第２支持部材１０Ｂの他方のフランジ１２Ｂが前記外フランジを構成する。   The load support member 5 includes a plurality of support members 10 each made of H-section steel. The plurality of support members 10 are welded to adjacent flanges in a state where the outer surfaces of the flanges of the support members 10 are in contact with each other. More specifically, the plurality of support members 10 are welded to each other adjacent flanges in a state where the outer surfaces of the flanges of the support members 10 are in contact with each other and the webs of the support members 10 are aligned. ing. Hereinafter, among the flanges of the plurality of support members 10, a pair of flanges welded to each other is referred to as a “pair of weld flanges” and is positioned on the outermost side in the direction in which the support members 10 are arranged (the left-right direction in FIG. 1). Each of the two flanges is referred to as an “outer flange”. In the present embodiment, the plurality of support members 10 include a first support member 10A and a second support member 10B, and a flange 11A and a second one of the first support member 10A (on the right side in FIG. 1). One flange 11B (left side in FIG. 1) of the support member 10B is welded to each other. That is, in this embodiment, one flange 11A of the first support member 10A and one flange 11B of the second support member 10B constitute the pair of weld flanges, and the other flange 12A and the first flange of the first support member 10A. 2 The other flange 12B of the support member 10B constitutes the outer flange.

図２に示されるように、第１支持部材１０Ａの溶接フランジ１１Ａの幅方向（各ウエブ１３Ａ，１３Ｂと直交する方向）の寸法Ｗ１は、第１支持部材１０Ａの外フランジ１２Ａの幅方向の寸法Ｗ２及び第２支持部材１０Ｂの外フランジ１２Ｂの幅方向の寸法Ｗ２′以下に設定されている。本実施形態では、前記寸法Ｗ１、前記寸法Ｗ２及び前記寸法Ｗ２′は、全て同じ（例えば１００ｍｍ）に設定されている。第２支持部材１０Ｂの溶接フランジ１１Ｂの幅方向の寸法Ｗ３は、各外フランジ１２Ａ，１２Ｂの幅方向の寸法Ｗ２よりも小さく（例えば７５ｍｍ）に設定されている。つまり、図２に示されるように、各溶接フランジ１１Ａ，１１Ｂ及びこれら溶接フランジ１１Ａ，１１Ｂ同士の溶接（隅肉溶接）により形成される溶接部（溶接ビード）Ｐは、幅方向についての各外フランジ１２Ａ，１２Ｂの一端部を通りかつ各ウエブ１３Ａ，１３Ｂと平行に延びる第１直線Ｌ１と、幅方向についての各外フランジ１２Ａ，１２Ｂの他端部を通りかつ各ウエブ１３Ａ，１３Ｂと平行に延びる第２直線Ｌ２と、により挟まれる領域に収まる形状を有する。   As shown in FIG. 2, the dimension W1 in the width direction of the welding flange 11A of the first support member 10A (the direction orthogonal to the webs 13A and 13B) is the dimension in the width direction of the outer flange 12A of the first support member 10A. The width W2 is set to be equal to or smaller than the width W2 ′ of the outer flange 12B of the second support member 10B. In the present embodiment, the dimension W1, the dimension W2, and the dimension W2 ′ are all set to the same (for example, 100 mm). The dimension W3 in the width direction of the welding flange 11B of the second support member 10B is set to be smaller (for example, 75 mm) than the dimension W2 in the width direction of the outer flanges 12A and 12B. That is, as shown in FIG. 2, the welded flanges 11 </ b> A and 11 </ b> B and the welded portions (weld beads) P formed by welding (fillet welds) between the welded flanges 11 </ b> A and 11 </ b> B A first straight line L1 extending through one end of the flanges 12A and 12B and parallel to the webs 13A and 13B, and through the other end of the outer flanges 12A and 12B in the width direction and parallel to the webs 13A and 13B It has a shape that fits in a region sandwiched between the extending second straight line L2.

第１支持部材１０Ａ及び第２支持部材１０Ｂの各フランジ１１Ａ，１２Ａ，１１Ｂ，１２Ｂの厚さは、全て同じ（例えば６ｍｍ）に設定されている。また、第１支持部材１０Ａ及び第２支持部材１０Ｂの各ウエブ１３Ａ，１３Ｂの厚さは、各フランジ１１Ａ，１２Ａ，１１Ｂ，１２Ｂの厚さと同じに設定されている。ただし、各フランジ１１Ａ，１２Ａ，１１Ｂ，１２Ｂの厚さは、各ウエブ１３Ａ，１３Ｂの厚さよりも大きく設定されてもよい。   The thicknesses of the flanges 11A, 12A, 11B, and 12B of the first support member 10A and the second support member 10B are all set to the same (for example, 6 mm). Further, the thicknesses of the webs 13A, 13B of the first support member 10A and the second support member 10B are set to be the same as the thicknesses of the flanges 11A, 12A, 11B, 12B. However, the thickness of each flange 11A, 12A, 11B, 12B may be set larger than the thickness of each web 13A, 13B.

第１支持部材１０Ａ及び第２支持部材１０Ｂの各ウエブ１３Ａ，１３Ｂには、人の手の挿通を許容する形状を有する穴１３ｈが形成されている。なお、各穴１３ｈの形状及び位置は、図１に示される例に限られない。また、穴１３ｈは、各ウエブ１３Ａ，１３Ｂの少なくとも一方に形成されればよい。例えば、各穴１３ｈの直径は、１２５ｍｍに設定される。   The webs 13A and 13B of the first support member 10A and the second support member 10B are each formed with a hole 13h having a shape that allows insertion of a human hand. In addition, the shape and position of each hole 13h are not restricted to the example shown by FIG. Moreover, the hole 13h should just be formed in at least one of each web 13A, 13B. For example, the diameter of each hole 13h is set to 125 mm.

荷重支持部材５は、第１ベースプレート２１と、第２ベースプレート２２と、を備えていてもよい。これらベースプレート２１，２２は、複数の（本実施形態では２つの）支持部材１０を他の荷重支持部材に固定するための部材である。   The load support member 5 may include a first base plate 21 and a second base plate 22. These base plates 21 and 22 are members for fixing a plurality of (two in this embodiment) support members 10 to other load support members.

第１ベースプレート２１は、第１支持部材１０Ａ及び第２支持部材１０Ｂの長手方向（図１の上下方向）について第１支持部材１０Ａ及び第２支持部材１０Ｂの一方側（図１の上側）の端部に溶接等により固定される。図３に示されるように、第１ベースプレート２１は、一対の溶接フランジ１１Ａ，１１Ｂの前記長手方向についての一端面を受ける第１中央受け部２１ａと、各外フランジ１２Ａ，１２Ｂの前記長手方向についての一端面を受ける第１外受け部２１ｂと、第１中央受け部２１ａと第１外受け部２１ｂとを連結する第１連結部２１ｃと、を有する。第１中央受け部２１ａ及び第１外受け部２１ｂは、矩形状に形成されている。第１連結部２１ｃの幅方向（図３の上下方向）の寸法は、第１中央受け部２１ａ及び第１外受け部２１ｂの同方向の寸法よりも小さい。第１中央受け部２１ａ及び第１外受け部２１ｂには、ボルトを通すためのボルト孔２１ｈが形成されている。第１ベースプレート２１は、ボルト孔２１ｈに挿通されたボルト（図示略）により他の荷重支持部材に固定される。   The first base plate 21 is an end on one side (the upper side in FIG. 1) of the first support member 10A and the second support member 10B in the longitudinal direction (the vertical direction in FIG. 1) of the first support member 10A and the second support member 10B. It is fixed to the part by welding or the like. As shown in FIG. 3, the first base plate 21 includes a first central receiving portion 21 a that receives one end surface of the pair of welding flanges 11 </ b> A and 11 </ b> B in the longitudinal direction, and the longitudinal direction of the outer flanges 12 </ b> A and 12 </ b> B. A first outer receiving portion 21b that receives one end surface of the first outer peripheral portion, and a first connecting portion 21c that connects the first central receiving portion 21a and the first outer receiving portion 21b. The first center receiving portion 21a and the first outer receiving portion 21b are formed in a rectangular shape. The dimension of the first connecting portion 21c in the width direction (vertical direction in FIG. 3) is smaller than the dimensions of the first center receiving portion 21a and the first outer receiving portion 21b in the same direction. A bolt hole 21h for passing a bolt is formed in the first central receiving portion 21a and the first outer receiving portion 21b. The first base plate 21 is fixed to another load support member by a bolt (not shown) inserted through the bolt hole 21h.

第２ベースプレート２２は、第１支持部材１０Ａ及び第２支持部材１０Ｂの長手方向について第１支持部材１０Ａ及び第２支持部材１０Ｂの他方側（図１の下側）の端部に溶接等により固定される。図４に示されるように、第２ベースプレート２２は、一対の溶接フランジ１１Ａ，１１Ｂの前記長手方向についての他端面を受ける第２中央受け部２２ａと、各外フランジ１２Ａ，１２Ｂの前記長手方向についての他端面を受ける第２外受け部２２ｂと、第２中央受け部２２ａと第２外受け部２２ｂとを連結する第２連結部２２ｃと、を有する。第２ベースプレート２２は、矩形状に形成されている。すなわち、第２中央受け部２２ａ、第２外受け部２２ｂ及び第２連結部２２ｃのそれぞれの幅方向の寸法は、同じである。第２中央受け部２２ａ及び第２外受け部２２ｂには、ボルトを通すためのボルト孔２２ｈが形成されている。第２ベースプレート２２は、ボルト孔２２ｈに挿通されたボルトにより他の荷重支持部材に固定される。   The second base plate 22 is fixed to the other end (lower side in FIG. 1) of the first support member 10A and the second support member 10B in the longitudinal direction of the first support member 10A and the second support member 10B by welding or the like. Is done. As shown in FIG. 4, the second base plate 22 includes a second center receiving portion 22a that receives the other end surface of the pair of welding flanges 11A and 11B in the longitudinal direction, and the longitudinal direction of the outer flanges 12A and 12B. A second outer receiving portion 22b that receives the other end surface of the first outer receiving portion, and a second connecting portion 22c that connects the second central receiving portion 22a and the second outer receiving portion 22b. The second base plate 22 is formed in a rectangular shape. That is, the dimension of the width direction of the 2nd center receiving part 22a, the 2nd outer receiving part 22b, and the 2nd connection part 22c is the same. Bolt holes 22h for passing bolts are formed in the second center receiving portion 22a and the second outer receiving portion 22b. The second base plate 22 is fixed to another load supporting member by a bolt inserted into the bolt hole 22h.

以上に説明したように、本実施形態の荷重支持部材５では、第１支持部材１０Ａの溶接フランジ１１Ａの幅方向の寸法Ｗ１が各外フランジ１２Ａ，１２Ｂの幅方向の寸法Ｗ２，Ｗ２′以下であり、第２支持部材１０Ｂの溶接フランジ１１Ｂの幅方向の寸法Ｗ３が各外フランジの幅方向の寸法Ｗ２，Ｗ２′よりも小さいので、各溶接フランジ１１Ａ，１１Ｂ同士の溶接により形成される溶接部Ｐは、各溶接フランジ１１Ａ，１１Ｂの幅方向の寸法Ｗ１，Ｗ３と各外フランジ１２Ａ，１２Ｂの幅方向の寸法Ｗ２，Ｗ２′との差に応じて溶接フランジの幅方向の外側に生じるスペースに収まる。このため、溶接部Ｐに起因する荷重支持部材５の幅方向への大型化が回避される。よって、この荷重支持部材５が建物構造の梁や柱部材に用いられた場合であって、前記幅方向についての当該荷重支持部材５の少なくとも一方に壁パネル等が配置される場合であっても、荷重支持部材５と壁パネル等との干渉が回避される。また、荷重支持部材５は、互いに溶接された複数の支持部材１０を有しているため、剛性や耐性が高い。しかも、一対の溶接フランジが荷重支持部材５の座屈を抑制する機能を有する。   As described above, in the load support member 5 of the present embodiment, the width direction dimension W1 of the welding flange 11A of the first support member 10A is less than or equal to the width direction dimensions W2 and W2 ′ of the outer flanges 12A and 12B. Yes, since the dimension W3 in the width direction of the welding flange 11B of the second support member 10B is smaller than the dimensions W2 and W2 'in the width direction of the outer flanges, the welded portion formed by welding the welding flanges 11A and 11B together. P is a space generated outside the welding flange in the width direction according to the difference between the width W1 and W3 of the welding flanges 11A and 11B and the width W2 and W2 'of the outer flanges 12A and 12B. It will fit. For this reason, the enlargement to the width direction of the load support member 5 resulting from the welding part P is avoided. Therefore, even when the load support member 5 is used for a beam or a column member of a building structure, and a wall panel or the like is disposed on at least one of the load support members 5 in the width direction. Interference between the load support member 5 and the wall panel is avoided. Moreover, since the load support member 5 has the several support member 10 welded mutually, rigidity and tolerance are high. In addition, the pair of welding flanges have a function of suppressing buckling of the load support member 5.

なお、今回開示された実施形態は、すべての点で例示であって制限的なものではないと考えられるべきである。本発明の範囲は、上記した実施形態の説明ではなく特許請求の範囲によって示され、さらに特許請求の範囲と均等の意味及び範囲内でのすべての変更が含まれる。   The embodiment disclosed this time should be considered as illustrative in all points and not restrictive. The scope of the present invention is shown not by the above description of the embodiments but by the scope of claims for patent, and further includes meanings equivalent to the scope of claims for patent and all modifications within the scope.

例えば、図５に示されるように、各ウエブ１３Ａ，１３Ｂが一直線上に並び、溶接フランジ１１Ａがウエブ１３Ａから一方側（図５の上側）に偏倚し、溶接フランジ１１Ｂがウエブ１３Ｂから他方側（図５の下側）に偏倚していてもよい。   For example, as shown in FIG. 5, the webs 13 </ b> A and 13 </ b> B are aligned, the welding flange 11 </ b> A is biased from the web 13 </ b> A to one side (the upper side in FIG. 5), and the welding flange 11 </ b> B is It may be biased to the lower side of FIG.

あるいは、図６に示されるように、各溶接フランジ１１Ａ，１１Ｂの幅方向の寸法Ｗ１，Ｗ３が互いに同じに設定され、かつ、溶接フランジ１１Ａの幅方向の端面と溶接フランジ１１Ｂの幅方向の端面とが面一になる状態でこれら溶接フランジ１１Ａ，１１Ｂ同士が溶接されてもよい。この場合においても、溶接部Ｐは、第１直線Ｌ１と第２直線Ｌ２との間に収まる。   Or as FIG. 6 shows, the dimension W1, W3 of the width direction of each welding flange 11A, 11B is mutually set, and the end surface of the width direction of the welding flange 11A and the width direction end surface of the welding flange 11B These welding flanges 11 </ b> A and 11 </ b> B may be welded in a state in which they are flush with each other. Even in this case, the welded part P fits between the first straight line L1 and the second straight line L2.

あるいは、図７に示されるように、複数の支持部材１０は、第２支持部材１０Ｂに溶接された第３支持部材１０Ｃをさらに有していてもよい。この場合、第１支持部材１０Ａの一方（図７の右側）のフランジ及び第２支持部材１０Ｂの一方（図７の左側）のフランジに加え、第２支持部材１０Ｂの他方（図７の右側）のフランジ及び第３支持部材１０Ｃの一方（図７の左側）のフランジも、前記一対の溶接フランジを構成する。そして、第１支持部材１０Ａの他方（図７の左側）のフランジ及び第３支持部材１０Ｃの他方（図７の右側）のフランジが前記外フランジを構成する。   Alternatively, as shown in FIG. 7, the plurality of support members 10 may further include a third support member 10C welded to the second support member 10B. In this case, in addition to one flange of the first support member 10A (right side of FIG. 7) and one flange of the second support member 10B (left side of FIG. 7), the other of the second support member 10B (right side of FIG. 7). And the flange of one of the third support members 10C (left side in FIG. 7) also constitute the pair of welding flanges. The other flange (the left side in FIG. 7) of the first support member 10A and the other flange (the right side in FIG. 7) of the third support member 10C constitute the outer flange.

５ 荷重支持部材
１０ 支持部材
１０Ａ 第１支持部材
１０Ｂ 第２支持部材
１０Ｃ 第３支持部材
１１Ａ 溶接フランジ
１１Ｂ 溶接フランジ
１２Ａ 外フランジ
１２Ｂ 外フランジ
１３Ａ ウエブ
１３Ｂ ウエブ
１３ｈ 穴
２１ 第１ベースプレート
２２ 第２ベースプレート
Ｐ 溶接部
5 Load Support Member 10 Support Member 10A First Support Member 10B Second Support Member 10C Third Support Member 11A Welding Flange 11B Welding Flange 12A Outer Flange 12B Outer Flange 13A Web 13B Web 13h Hole 21 First Base Plate 22 Second Base Plate P Welding Part

Claims (5)

それぞれがＨ形鋼からなる複数の支持部材を備え、
前記複数の支持部材は、各支持部材のフランジの外面同士が接触するように並んだ状態で互いに隣接するフランジ同士が溶接されており、これにより前記複数の支持部材は、当該複数の支持部材のそれぞれのフランジのうち互いに溶接されている少なくとも一対の溶接フランジと、当該複数の支持部材のそれぞれのフランジのうち各支持部材が並ぶ方向について最も外側に位置する２枚の外フランジと、を有し、
前記一対の溶接フランジの一方の溶接フランジの、前記支持部材のウエブと直交する幅方向の寸法は、各外フランジの前記幅方向の寸法以下であり、
前記一対の溶接フランジの他方の溶接フランジの前記幅方向の寸法は、各外フランジの前記幅方向の寸法よりも小さい、荷重支持部材。 Each has a plurality of supporting members made of H-shaped steel,
The plurality of support members are welded to each other adjacent flanges so that the outer surfaces of the flanges of the support members are in contact with each other, whereby the plurality of support members are connected to the plurality of support members. And at least a pair of welding flanges welded to each other among the flanges, and two outer flanges positioned on the outermost side in the direction in which the support members are arranged among the flanges of the plurality of support members. ,
The dimension in the width direction of one welding flange of the pair of welding flanges perpendicular to the web of the support member is equal to or less than the dimension in the width direction of each outer flange,
The load supporting member, wherein a dimension in the width direction of the other welding flange of the pair of welding flanges is smaller than a dimension in the width direction of each outer flange. 請求項１に記載の荷重支持部材において、
前記一方の溶接フランジの前記幅方向の寸法は、前記他方の溶接フランジの前記幅方向の寸法よりも大きく、
前記他方の溶接フランジは、前記一方の溶接フランジに対して隅肉溶接されている、荷重支持部材。 The load supporting member according to claim 1,
The width dimension of the one welding flange is larger than the width dimension of the other welding flange,
The load supporting member, wherein the other welding flange is fillet welded to the one welding flange. 請求項１又は２に記載の荷重支持部材において、
前記一対の溶接フランジは、前記複数の支持部材のそれぞれのウエブが一直線上に並んだ状態で互いに溶接されている、荷重支持部材。 In the load supporting member according to claim 1 or 2,
The pair of welding flanges are load supporting members that are welded to each other in a state where the webs of the plurality of supporting members are aligned. 請求項１ないし３のいずれかに記載の荷重支持部材において、
各ウエブには、人の手の挿通を許容する形状を有する穴が形成されている、荷重支持部材。 In the load supporting member according to any one of claims 1 to 3,
A load supporting member in which a hole having a shape that allows insertion of a human hand is formed in each web. 請求項１ないし４のいずれかに記載の荷重支持部材において、
前記複数の支持部材は、前記幅方向についての各外フランジの一端部を通りかつ各ウエブと平行に延びる第１直線と、前記幅方向についての各外フランジの他端部を通りかつ各ウエブと平行に延びる第２直線と、により挟まれる領域に収まる形状を有する溶接部を有する、荷重支持部材。
In the load supporting member according to any one of claims 1 to 4,
The plurality of support members pass through one end of each outer flange in the width direction and extend in parallel with each web, and through the other end of each outer flange in the width direction and each web. A load supporting member having a weld line having a shape that fits in a region sandwiched between a second straight line extending in parallel.
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