JP2022178889A - Coupling member - Google Patents

Coupling member Download PDF

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JP2022178889A
JP2022178889A JP2021085996A JP2021085996A JP2022178889A JP 2022178889 A JP2022178889 A JP 2022178889A JP 2021085996 A JP2021085996 A JP 2021085996A JP 2021085996 A JP2021085996 A JP 2021085996A JP 2022178889 A JP2022178889 A JP 2022178889A
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web
along
pair
mounting surface
flange
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JP7075147B1 (en
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慎一 田中
Shinichi Tanaka
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Tanaka Kogyo Co Ltd
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Tanaka Kogyo Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Abstract

To provide a coupling member capable of coupling two members in a simple construction.SOLUTION: A coupling member 1 for coupling a mounting face 2b along the first face of a first member 2 with a mounted face 3d along a second face perpendicular to the first face of a second member 3, includes at least one first member support part 10 approximately U-shaped in cross section and having a pair of sandwiching parts 11 for sandwiching the mounting face 2b, at least one second member support part 20 extending from one of the pair of sandwiching parts 11 along a second face, and fixing parts 30, 31 for fixing the second member support part 20 and the mounted face 3d to each other.SELECTED DRAWING: Figure 1

Description

本発明は、鋼材などの二つの部材を結合するための結合部材に関する。 The present invention relates to a joining member for joining two members such as steel.

従来、特許文献1には、二つの構造体を接合するための構造体接合金具が開示されている。この接合金具は、H形鋼9に吊り下げ部材など各種部材を連結するために、H形鋼9のフランジ部9cと平行な面である接合部11、および吊り下げ部材が連結される、フランジ部9cに直交する面である連結部14を有する第1プレート部材10を有する金具である。 Conventionally, Patent Literature 1 discloses a structure joining fitting for joining two structures. In order to connect various members such as a hanging member to the H-shaped steel 9, this joint fitting has a flange portion 11, which is a plane parallel to the flange portion 9c of the H-shaped steel 9, and a flange portion to which the hanging member is connected. It is a metal fitting having a first plate member 10 having a connecting portion 14 which is a surface perpendicular to the portion 9c.

特開2018-048714号公報JP 2018-048714 A

特許文献1の接合金具は、H形鋼9に連結部14を形成するために、接合部11をフランジ部9cに取り付ける。接合部11をフランジ部9cに取り付けるためには、フランジ部9cの上方で接合部11とともにフランジ部9cを挟み込む第2プレート部材30と、接合部11と第2プレート部材30との間のスペーサ20と、を必要とし、これらをボルト41およびナット42で締め付ける必要があった。このため、特許文献1の接合金具は、部品点数が多く、連結部14をH形鋼9に設けるためには、複雑な接合金具が必要であり、またこれを取り付けるための作業を煩雑化させている。 In the joint fitting of Patent Document 1, the joining portion 11 is attached to the flange portion 9c in order to form the connecting portion 14 in the H-section steel 9. As shown in FIG. In order to attach the joint portion 11 to the flange portion 9c, a second plate member 30 sandwiching the flange portion 9c together with the joint portion 11 above the flange portion 9c, and a spacer 20 between the joint portion 11 and the second plate member 30 , and these must be tightened with bolts 41 and nuts 42 . For this reason, the joint metal fitting of Patent Document 1 has a large number of parts, and in order to provide the connection portion 14 to the H-shaped steel 9, a complicated joint metal fitting is required, and the work for attaching it is complicated. ing.

本発明はこのような事情を考慮してなされたもので、簡素な構造で二つの部材を結合させることができる結合部材を提供することを目的とする。 SUMMARY OF THE INVENTION It is an object of the present invention to provide a connecting member capable of connecting two members with a simple structure.

本発明に係る結合部材は、上述した課題を解決するために、第一部材の第一面に沿う取付面に、第二部材の前記第一面に直交する第二面に沿う被取付面を結合するための結合部材であって、前記取付面を挟み込む一対の挟持部を有する断面略コ字状の少なくとも一の第一部材支持部と、前記一対の挟持部の一方から前記第二面に沿って伸びる少なくとも一の第二部材支持部と、前記第二部材支持部と前記被取付面とを固定する固定部と、を備える。 In order to solve the above-described problems, the connecting member according to the present invention has a mounting surface along the first surface of the first member and a mounting surface along the second surface orthogonal to the first surface of the second member. A coupling member for coupling, comprising at least one first member supporting portion having a substantially U-shaped cross section and having a pair of clamping portions sandwiching the mounting surface, and one of the pair of clamping portions to the second surface. at least one second member supporting portion extending along the second member supporting portion; and a fixing portion fixing the second member supporting portion and the mounting surface.

本発明に係る結合部材においては、簡素な構造で二つの部材を結合させることができる。 In the connecting member according to the present invention, two members can be connected with a simple structure.

H形鋼を結合する一対の結合部材を説明する、H形鋼の長さ方向視で示す図。FIG. 3 is a longitudinal view of the H-section steel, explaining a pair of connecting members that connect the H-section steel. H形鋼を結合する一対の結合部材を説明する、図1をH形鋼の長さ方向に直交する方向から示す図。The figure which shows FIG. 1 from the direction orthogonal to the length direction of H-section steel explaining a pair of joining member which joins H-section steel. 変形例としての結合部材を説明する図。The figure explaining the coupling member as a modification. 他の変形例としての結合部材を説明する図。The figure explaining the coupling member as another modification. 図4を左方から示す図。The figure which shows FIG. 4 from the left. 図4を右方から示す図。The figure which shows FIG. 4 from the right side.

本発明に係る結合部材の一実施形態を添付図面に基づいて説明する。本実施形態においては、第一部材および第二部材が、H形鋼、山形鋼、溝形鋼、角パイプなどの鋼材(形鋼)であり、結合部材はこれらを連結するために用いられる例を適用して説明する。 An embodiment of a coupling member according to the present invention will be described with reference to the accompanying drawings. In this embodiment, the first member and the second member are steel materials (shaped steel) such as H-shaped steel, angle steel, channel steel, square pipe, etc., and the connecting member is an example used to connect them. is applied to explain.

図1は、H形鋼2、3を結合する一対の結合部材1を説明する、H形鋼2の長さ方向(前後方向)視で示す図である。
図2は、H形鋼2、3を結合する一対の結合部材1を説明する、図1をH形鋼2の長さ方向に直交する方向(左方)から示す図である。
FIG. 1 is a view showing a longitudinal direction (front-rear direction) of an H-section steel 2, explaining a pair of connecting members 1 that connect H-section steels 2 and 3. FIG.
FIG. 2 is a view showing FIG. 1 from a direction perpendicular to the length direction (left side) of the H-section steel 2, explaining a pair of connecting members 1 that connect the H-section steels 2 and 3. FIG.

以下の説明においては、「上」、「下」、「右」、「左」、「前」、「後」は、図1から図6における定義に従う。上下方向は鉛直面に含まれ、左右方向および前後方向は水平面に含まれる方向である。また、上下および左右方向に直交する方向を、前後方向という。 In the following description, "top", "bottom", "right", "left", "front", and "back" follow the definitions in FIGS. The up-down direction is included in the vertical plane, and the left-right direction and the front-back direction are included in the horizontal plane. A direction orthogonal to the up-down and left-right directions is referred to as the front-rear direction.

一対の結合部材1は、天井に取り付けられた既設のH形鋼2(第一部材、「既設H形鋼2」という)に新たなH形鋼3(第二部材、「連結H形鋼3」という)を、例えば天井部分の耐震増強を行うために結合するための部材である。既設H形鋼2は、水平方向(前後方向)に伸びて配置され、連結H形鋼3はこの既設H形鋼2に直交するように鉛直方向に伸びて配置される。 A pair of connecting members 1 is a new H-section steel 3 (second member, "connecting H-section steel 3 ), for example, to reinforce the seismic resistance of the ceiling. The existing H-section steel 2 is arranged to extend in the horizontal direction (longitudinal direction), and the connecting H-section steel 3 is arranged to extend in the vertical direction so as to be orthogonal to the existing H-section steel 2 .

既設H形鋼2は、水平方向に沿う水平面(第一面)に沿う(左右および前後方向に沿う)一対のフランジ2a、2bと、フランジ2a、2bに直交する鉛直方向に沿う鉛直面(第二面)に沿う(上下および前後方向に沿う)ウェブ2cと、を有する。ウェブ2cの下端からウェブ2cに関して対称に水平方向に伸びる下側のフランジ2bは、結合部材1を介して連結H形鋼3が取り付けられる取付面となる。 The existing H-section steel 2 has a pair of flanges 2a and 2b (along the left-right and front-rear directions) along a horizontal plane (first plane) along the horizontal direction, and a vertical plane (first plane) along the vertical direction orthogonal to the flanges 2a and 2b. and a web 2c along two planes (along the vertical and longitudinal directions). A lower flange 2b extending horizontally symmetrically with respect to the web 2c from the lower end of the web 2c serves as a mounting surface to which the connecting H-section steel 3 is mounted via the connecting member 1. As shown in FIG.

連結H形鋼3は、鉛直方向に伸びて配置される。連結H形鋼3は、ウェブ3cと、一対のフランジ3a、3bと、を有する。ウェブ3cは、ウェブ2cが沿う面とほぼ同一の鉛直面に沿う(上下および前後方向に沿う)。一対のフランジ3a、3bは、フランジ2a、2bが沿う水平面およびウェブ2cが沿う鉛直面に直交する鉛直面(第三面)に沿う(上下および左右方向に沿う)。連結H形鋼3の上端においては、上端から一定領域のフランジ3a、3bが切り欠かれており、ウェブ3dのみが形成される。この上端部分のウェブ3dは、結合部材1を介して既設H形鋼2が取り付けられる被取付面となる。ウェブ3dは、後述するボルト30を貫通させるボルト孔3eを有する。 The connecting H-section steel 3 is arranged to extend in the vertical direction. The connecting H-section steel 3 has a web 3c and a pair of flanges 3a, 3b. The web 3c runs along substantially the same vertical plane as the plane along which the web 2c runs (along vertical and front-back directions). The pair of flanges 3a and 3b extend along a vertical plane (third surface) orthogonal to the horizontal plane along which the flanges 2a and 2b extend and the vertical plane along which the web 2c extends (along the vertical and horizontal directions). At the upper end of the connecting H-section steel 3, the flanges 3a and 3b are cut out in a certain area from the upper end, and only the web 3d is formed. The web 3 d at the upper end portion serves as a mounting surface to which the existing H-shaped steel 2 is mounted via the connecting member 1 . The web 3d has bolt holes 3e through which bolts 30, which will be described later, pass.

一対の結合部材1は、ウェブ2cに関して対称に配置される、二つの結合部材1である。一対の結合部材1は、同一形状を有するため、以下の説明においては図1の右方の結合部材1について説明する。 A pair of connecting members 1 are two connecting members 1 arranged symmetrically with respect to the web 2c. Since the pair of connecting members 1 have the same shape, the connecting member 1 on the right side in FIG. 1 will be described in the following description.

結合部材1は、フランジ支持部10(第一部材支持部)と、ウェブ支持部20(第二部材支持部)と、ボルト30およびナット31(固定部)と、を有する。 The coupling member 1 has a flange supporting portion 10 (first member supporting portion), a web supporting portion 20 (second member supporting portion), and bolts 30 and nuts 31 (fixing portion).

フランジ支持部10は、図1に示すように縦断面略コ字状を有し、一対の挟持部11と、接続部15と、を有する。一対の挟持部11は、フランジ2bを挟み込む、鉛直方向に対面する二枚の板状部分である。下側の挟持部11の左端は、上側の挟持部11の左端よりも左方であって、ウェブ2cの略下方まで伸びている。接続部15は、一対の挟持部11の右端を鉛直方向において接続する。 The flange support portion 10 has a substantially U-shaped vertical cross section as shown in FIG. The pair of sandwiching portions 11 are two plate-shaped portions that sandwich the flange 2b and face each other in the vertical direction. The left end of the lower holding portion 11 is to the left of the left end of the upper holding portion 11 and extends substantially below the web 2c. The connecting portion 15 connects the right ends of the pair of holding portions 11 in the vertical direction.

接続部15は、フランジ2bと対面する内表面に、凸部16を有する。凸部16は、フランジ2bに接触して摩擦を生じ、フランジ2bに対する結合部材1の滑り止め(既設H形鋼2の伸びる方向に関する横滑り防止)として作用する。 The connecting portion 15 has a convex portion 16 on the inner surface facing the flange 2b. The convex portion 16 contacts the flange 2b to generate friction, and acts as a slip prevention of the coupling member 1 against the flange 2b (prevention of side slip in the direction in which the existing H-section steel 2 extends).

挟持部11および接続部15は、ボルト孔18を有する。ボルト孔18は、滑り止めボルト19を貫通させる。滑り止めボルト19は、フランジ支持部10をフランジ2bに対して締め付けることで、凸部16同様に結合部材1の滑り止めとして作用する。 The clamping portion 11 and the connecting portion 15 have bolt holes 18 . A non-slip bolt 19 is passed through the bolt hole 18 . The non-slip bolt 19 acts as a non-slip for the coupling member 1 in the same manner as the convex portion 16 by tightening the flange support portion 10 against the flange 2b.

なお、凸部16は、説明の都合上図1の右側の結合部材1にのみ図示されている。また、ボルト孔18および滑り止めボルト19は、説明の都合上左側の結合部材1にのみ図示されている。しかしながら、凸部16、ボルト孔18および滑り止めボルト19は、右側および左側の結合部材1の両者に、それぞれ設けられる。 Incidentally, the projection 16 is shown only on the right coupling member 1 in FIG. 1 for convenience of explanation. Also, the bolt holes 18 and the non-slip bolts 19 are shown only on the left coupling member 1 for convenience of explanation. However, projections 16, bolt holes 18 and anti-slip bolts 19 are provided on both the right and left coupling members 1, respectively.

ウェブ支持部20は、下側の挟持部11(一対の挟持部11の一方)の左端から鉛直面に沿って伸びる板状部分である。フランジ支持部10およびウェブ支持部20は、縦断面視において略L字状をなす。ウェブ支持部20は、ボルト孔21を有する。一対のフランジ支持部10がフランジ2bを挟み込むようにフランジ2bに取り付けられると、一対のウェブ支持部20は少なくともウェブ3dの厚さの空間を隔てて対面する。 The web support portion 20 is a plate-like portion extending along the vertical plane from the left end of the lower holding portion 11 (one of the pair of holding portions 11). The flange support portion 10 and the web support portion 20 are substantially L-shaped in longitudinal cross-sectional view. Web support 20 has bolt holes 21 . When the pair of flange support portions 10 are attached to the flange 2b so as to sandwich the flange 2b, the pair of web support portions 20 face each other with a space of at least the thickness of the web 3d.

ボルト30およびナット31は、一対のウェブ支持部20が形成する空間にウェブ3dが挿入された状態で、ウェブ支持部20のボルト孔21およびウェブ3dのボルト孔3eを貫通して締め付けられる。これにより、ボルト30およびナット31は、ウェブ支持部20とウェブ3dとを固定する。 The bolt 30 and the nut 31 are tightened through the bolt hole 21 of the web support portion 20 and the bolt hole 3e of the web 3d while the web 3d is inserted into the space formed by the pair of web support portions 20 . The bolts 30 and nuts 31 thereby fix the web support portion 20 and the web 3d.

このような結合部材1は、次のように既設H形鋼2および連結H形鋼3を結合する。 Such a connecting member 1 connects the existing H-section steel 2 and the connecting H-section steel 3 as follows.

一対の結合部材1は、フランジ支持部10で既設H形鋼2の下側のフランジ2bをウェブ2cに関して左右対称に挟み込むように、それぞれフランジ2bに取り付けられる。このとき、凸部16がフランジ2bに接触するので、結合部材1は既設H形鋼2の伸びる方向に対して横滑りすることを低減できる。また、ボルト孔18を介して滑り止めボルト19がフランジ支持部10およびフランジ2bを締め付けるため、同様に結合部材1は横滑りを低減できる。 A pair of connecting members 1 are attached to the flanges 2b so that the lower flanges 2b of the existing H-section steel 2 are sandwiched by the flange support portions 10 symmetrically with respect to the web 2c. At this time, since the convex portion 16 contacts the flange 2b, the side slip of the connecting member 1 in the direction in which the existing H-section steel 2 extends can be reduced. Further, since the non-slip bolts 19 tighten the flange support portion 10 and the flange 2b through the bolt holes 18, the coupling member 1 can similarly reduce lateral slip.

この状態で、一対のウェブ支持部20は、空間を隔てて対面した状態となる。この空間に、連結H形鋼3のウェブ3dが挿入される。すなわち、一対のウェブ支持部20は、ウェブ2cに関して左右対称に、ウェブ3dを挟み込む。その後、一対のウェブ支持部20のボルト孔21およびウェブ3dのボルト孔3eに、ボルト30が挿入され、ナット31とともに締められることにより、固定部としてのボルト30およびナット31が一対のウェブ支持部20およびウェブ3dを固定する。これにより、既設H形鋼2および連結H形鋼3は、強固に結合される。 In this state, the pair of web supporting portions 20 face each other with a space therebetween. A web 3d of the connecting H-section steel 3 is inserted into this space. That is, the pair of web supporting portions 20 sandwich the web 3d symmetrically with respect to the web 2c. After that, the bolt 30 is inserted into the bolt hole 21 of the pair of web support portions 20 and the bolt hole 3e of the web 3d, and is tightened together with the nut 31, so that the bolt 30 and the nut 31 as the fixing portion are connected to the pair of web support portions. 20 and web 3d are fixed. As a result, the existing H-section steel 2 and the connecting H-section steel 3 are firmly combined.

このような結合部材1は、既設H形鋼2および連結H形鋼3の結合を、簡素な構成で実現できる。すなわち、連結H形鋼3を結合するために、ガセットプレートに相当する(例えば特許文献1の第2プレート部材30のような)部材を用意する必要がなく、結合部材1により直接連結H形鋼3を結合できる。特に、結合部材1は、既設H形鋼2にフランジ支持部10を挟み込み、その後ウェブ支持部20に連結H形鋼3(ウェブ3d)を挟み込み、最後にボルト30およびナット31で締め付けるという少ない工程、および簡素な作業内容で、二つの鋼材を連結できる。 Such a joining member 1 can achieve joining of the existing H-section steel 2 and the connecting H-section steel 3 with a simple configuration. That is, in order to connect the connecting H-section steels 3, there is no need to prepare a member corresponding to a gusset plate (such as the second plate member 30 of Patent Document 1), and the connecting member 1 directly connects the H-section steels. 3 can be combined. In particular, the joining member 1 can be manufactured by inserting the flange support portion 10 into the existing H-section steel 2, then inserting the connecting H-section steel 3 (web 3d) into the web support portion 20, and finally tightening it with the bolt 30 and the nut 31. , and simple work contents can connect two steel materials.

本発明のいくつかの実施形態を説明したが、これらの実施形態は、例として提示したものであり、発明の範囲を限定することは意図していない。これら新規な実施形態は、その他の様々な形態で実施されることが可能であり、発明の要旨を逸脱しない範囲で、種々の省略、置き換え、変更を行うことができる。これら実施形態やその変形は、発明の範囲や要旨に含まれるとともに、特許請求の範囲に記載された発明とその均等の範囲に含まれる。 While several embodiments of the invention have been described, these embodiments have been presented by way of example and are not intended to limit the scope of the invention. These novel embodiments can be implemented in various other forms, and various omissions, replacements, and modifications can be made without departing from the scope of the invention. These embodiments and modifications thereof are included in the scope and gist of the invention, and are included in the scope of the invention described in the claims and equivalents thereof.

例えば、設計上、フランジ支持部10にさらなる強度が要求される場合には、フランジ支持部10の外表面を覆うような、リブ状などの補強構造を設けてもよい。この補強構造は、例えば溶接などによりフランジ支持部10の外表面に取り付けられる。 For example, if the flange support portion 10 is required to have greater strength in terms of design, a reinforcing structure such as a rib that covers the outer surface of the flange support portion 10 may be provided. This reinforcing structure is attached to the outer surface of the flange support 10, such as by welding.

また、フランジ支持部10およびウェブ支持部20の境界部分(角部分)の強度を増すために、フランジ支持部10およびウェブ支持部20に渡るリブ状などの補強構造を設けてもよい。この補強構造は、例えば溶接などによりフランジ支持部10およびウェブ支持部20の外表面に取り付けられる。 Moreover, in order to increase the strength of the boundary portion (corner portion) between the flange support portion 10 and the web support portion 20, a reinforcing structure such as a rib extending over the flange support portion 10 and the web support portion 20 may be provided. The reinforcement structure is attached to the outer surfaces of the flange support 10 and web support 20, such as by welding.

さらに、第一部材および第二部材がH形鋼である例を説明したが、これに限らずフランジを有する山形鋼や溝形鋼、角パイプなどの鋼材であってもよい。例えば、図3は、変形例としての結合部材101を説明する図である。第一部材が山形鋼または溝形鋼などの既設形鋼102である場合には、フランジ102bがウェブ102cの下端から一方向(図2においては右方向)にのみ伸びており、フランジ支持部110が挟み込む対象は一つであるため、結合部材101は1つのみ用いられる。この場合には、ウェブ支持部120とともにウェブ103dを挟み、ボルト130およびナット131を締め付けるための、支持部材140が用いられるのが好ましい。支持部材140は、例えばウェブ102cおよび連結形鋼103のウェブ103cの面に沿って接触する、鉛直面に沿う板状部材である。支持部材140は、ウェブ支持部120のボルト孔121に対応する位置に、ボルト孔141を有する。 Furthermore, although an example in which the first member and the second member are H-section steel has been described, the present invention is not limited to this, and steel materials such as angle steel, channel steel, and square pipe having flanges may be used. For example, FIG. 3 is a diagram illustrating a coupling member 101 as a modified example. When the first member is the existing shaped steel 102 such as angle steel or channel steel, the flange 102b extends only in one direction (rightward in FIG. 2) from the lower end of the web 102c, and the flange support portion 110 Only one connecting member 101 is used because there is one object to be sandwiched between the two. In this case, it is preferable to use a support member 140 for sandwiching the web 103d together with the web support portion 120 and tightening the bolt 130 and the nut 131. FIG. The support member 140 is, for example, a plate-shaped member along a vertical plane that contacts along the surfaces of the web 102c and the web 103c of the connecting shaped steel 103. As shown in FIG. The support member 140 has bolt holes 141 at positions corresponding to the bolt holes 121 of the web support portion 120 .

さらにまた、連結H形鋼3に上端部分のフランジ3a、3bが切り欠かれ、被取付面としてのウェブ3dが形成される例を説明したが、フランジ3a、3bが切り欠かれていない、本来の形状のH形鋼を第二部材として用いてもよい。 Furthermore, an example has been described in which the flanges 3a and 3b at the upper end portion of the connecting H-section steel 3 are notched to form a web 3d as a mounting surface. You may use H-beam steel of the shape of as a 2nd member.

ここで、図4は、他の変形例としての結合部材201を説明する図である。図5は、図4を左方から示す図である。図6は、図4を右方から示す図である。 Here, FIG. 4 is a diagram illustrating a connecting member 201 as another modified example. FIG. 5 is a diagram showing FIG. 4 from the left. FIG. 6 is a diagram showing FIG. 4 from the right side.

連結H形鋼3のようにフランジ3a、3bを切り欠くと、少なからず強度が低下するおそれがある。これに対し、結合部材201は、フランジ203a、203bが切り欠かれていない連結H形鋼203であっても、図4から図6のように連結H形鋼203を既設H形鋼202に結合できる。一対の結合部材201においては、フランジ202bを支持するフランジ支持部210は、一対の結合部材1と同様の構成を有する。一方、ウェブ支持部220は、ウェブ202cの下方で一対のウェブ支持部220同士が空間を隔てることなく対面し、かつ右方のウェブ支持部220が左方のウェブ支持部220よりも下方に長く伸びている。 If the flanges 3a and 3b are notched like the connecting H-section steel 3, there is a risk that the strength will not be small. On the other hand, the connecting member 201 connects the connecting H-section steel 203 to the existing H-section steel 202 as shown in FIGS. can. In the pair of coupling members 201, the flange supporting portion 210 that supports the flange 202b has the same configuration as that of the pair of coupling members 1. As shown in FIG. On the other hand, the web support portions 220 face each other without a space below the web 202c, and the right web support portion 220 is longer downward than the left web support portion 220. growing.

空間を隔てることなく対面した上方の一対のウェブ支持部220は、ボルト230およびナット231で締め付けられ、互いに固定される。このとき、スプリングワッシャーを用いてもよい。また、左方のウェブ支持部220よりも下方に伸びた、第二部材支持部としての右方のウェブ支持部220は、被取付面としてのウェブ203cの右方に面する面と対面して接触した状態で、固定部としてのボルト230aおよびナット231aで締め付けられ、固定される。 A pair of upper web support portions 220 facing each other without a space therebetween are tightened with bolts 230 and nuts 231 and fixed to each other. At this time, a spring washer may be used. Further, the right web support portion 220 as the second member support portion, which extends downward from the left web support portion 220, faces the right side of the web 203c as the attached surface. While in contact, they are tightened and fixed by bolts 230a and nuts 231a as fixing parts.

被取付面はウェブ203cの上端部分が担うが、ウェブ支持部220と連結H形鋼203のフランジ203a、203bが干渉しないように、ウェブ支持部220の前後方向長さよりも大きい前後方向長さを有するウェブ203cを有する連結H形鋼3が、第二部材として用いられる。 The upper end portion of the web 203c serves as the mounting surface, but the length in the front-rear direction is set to be greater than the length in the front-rear direction of the web support 220 so that the web support 220 and the flanges 203a and 203b of the connecting H-section steel 203 do not interfere with each other. A connecting H-beam 3 having a web 203c with a ridge is used as the second member.

また、図4および図5に示すように、結合部材201には、フランジ支持部210とフランジ202bとの結合(挟み込み)の補強を目的として、リブ250を設けてもよい。リブ250は、他の構造物と連結された筋交い連結部251の先端に配置されており、この状態でフランジ支持部210に所要の方法で固定されることで、フランジ支持部210を補強する。 Further, as shown in FIGS. 4 and 5, the connecting member 201 may be provided with ribs 250 for the purpose of reinforcing the connection (sandwiching) between the flange support portion 210 and the flange 202b. The rib 250 is arranged at the tip of a brace connection 251 connected to another structure, and in this state is fixed to the flange support 210 by a required method to reinforce the flange support 210 .

1、101 結合部材
2、202 既設H形鋼
2a、2b、102b、202b フランジ
2c、102c、202c ウェブ
3、203 連結H形鋼
3a、3b、203a、203b フランジ
3c、103c、203c ウェブ
3d、103d、 ウェブ
3e ボルト孔
10、110、210 フランジ支持部
11 挟持部
15 接続部
16 凸部
18 ボルト孔
19 滑り止めボルト
20、120、220 ウェブ支持部
21、121 ボルト孔
30、130、230、230a ボルト
31、131、231、231a ナット
102 既設形鋼
103 連結形鋼
140 支持部材
141 ボルト孔
250 リブ
251 筋交い連結部
1, 101 connecting member 2, 202 existing H-section steel 2a, 2b, 102b, 202b flange 2c, 102c, 202c web 3, 203 connecting H-section steel 3a, 3b, 203a, 203b flange 3c, 103c, 203c web 3d, 103d , web 3e bolt holes 10, 110, 210 flange support portion 11 clamping portion 15 connection portion 16 convex portion 18 bolt hole 19 non-slip bolts 20, 120, 220 web support portions 21, 121 bolt holes 30, 130, 230, 230a bolts 31, 131, 231, 231a nut 102 existing shaped steel 103 connecting shaped steel 140 support member 141 bolt hole 250 rib 251 brace connection

本発明に係る結合部材は、上述した課題を解決するために、第一部材の第一面に沿う取付面に、第二部材の前記第一面に直交する第二面に沿う被取付面を結合するための結合部材であって、前記取付面を挟み込む一対の挟持部を有する断面略コ字状の少なくとも一の第一部材支持部と、前記一対の挟持部の一方から前記第二面に沿って伸びる少なくとも一の第二部材支持部と、前記第二部材支持部と前記被取付面とを固定する固定部と、前記第一部材支持部の外表面に設けられ、前記第一部材支持部の前記取付面の挟み込みを補強する補強構造と、を備える。 In order to solve the above-described problems, the connecting member according to the present invention has a mounting surface along the first surface of the first member and a mounting surface along the second surface orthogonal to the first surface of the second member. A coupling member for coupling, comprising at least one first member supporting portion having a substantially U-shaped cross section and having a pair of clamping portions sandwiching the mounting surface, and one of the pair of clamping portions to the second surface. at least one second member supporting portion extending along the first member supporting portion; a fixing portion fixing the second member supporting portion to the mounting surface; and a reinforcing structure that reinforces pinching of the mounting surface of the part .

Claims (7)

第一部材の第一面に沿う取付面に、第二部材の前記第一面に直交する第二面に沿う被取付面を結合するための結合部材であって、
前記取付面を挟み込む一対の挟持部を有する断面略コ字状の少なくとも一の第一部材支持部と、
前記一対の挟持部の一方から前記第二面に沿って伸びる少なくとも一の第二部材支持部と、
前記第二部材支持部と前記被取付面とを固定する固定部と、を備える、結合部材。
A connecting member for connecting a mounted surface along a second surface of a second member perpendicular to the first surface to a mounting surface along the first surface of the first member,
at least one first member supporting portion having a substantially U-shaped cross section and having a pair of holding portions sandwiching the mounting surface;
at least one second member supporting portion extending along the second surface from one of the pair of holding portions;
A connecting member comprising a fixing portion that fixes the second member supporting portion and the mounting surface.
前記第一部材は、前記第二面に沿うウェブと、前記第一面に沿うフランジと、を有する鋼材であり、
前記取付面は、前記フランジである、請求項1記載の結合部材。
The first member is a steel material having a web along the second surface and a flange along the first surface,
2. The coupling member of claim 1, wherein said mounting surface is said flange.
前記第二部材は、前記第二面に沿うウェブと、前記第一面および前記第二面に直交する第三面に沿うフランジと、を有する鋼材であり、
前記被取付面は、前記ウェブである、請求項2記載の結合部材。
The second member is a steel material having a web along the second surface and a flange along a third surface orthogonal to the first surface and the second surface,
3. The connecting member according to claim 2, wherein said attached surface is said web.
前記第一部材は、H形鋼であり、
前記第一面は、水平方向に沿う水平面であり、
前記第二面は、鉛直方向に沿う鉛直面であり、
前記取付面は、前記ウェブの下端から前記第一面に沿って伸びる下側の前記フランジであり、
前記第一部材支持部は、前記下側のフランジを前記ウェブに関して対称に挟み込む一対の前記第一部材支持部であり、
前記第二部材支持部は、前記ウェブに関して対称に前記被取付面を挟み込む一対の前記第二部材支持部であり、
前記固定部は、前記一対の第二部材支持部で前記被取付面を挟み込んだ状態で前記一対の第二部材支持部および前記被取付面を固定する、請求項3記載の結合部材。
The first member is H-section steel,
The first surface is a horizontal surface along the horizontal direction,
The second surface is a vertical surface along the vertical direction,
the mounting surface is the lower flange extending along the first surface from the lower end of the web;
The first member supporting portions are a pair of first member supporting portions that sandwich the lower flange symmetrically with respect to the web,
The second member support portions are a pair of the second member support portions sandwiching the mounting surface symmetrically with respect to the web,
4. The coupling member according to claim 3, wherein the fixing portion fixes the pair of second member supporting portions and the mounting surface with the mounting surface sandwiched between the pair of second member supporting portions.
前記固定部は、前記第二部材支持部および前記被取付面を締め付けるボルトおよびナットである、請求項1から4のいずれか一項記載の結合部材。 The coupling member according to any one of claims 1 to 4, wherein the fixing portion is a bolt and nut for tightening the second member supporting portion and the mounting surface. 前記第一部材支持部は、前記取付面に接触し前記取付面に対する滑り止めとなる凸部を有する、請求項1から5のいずれか一項記載の結合部材。 6. The coupling member according to any one of claims 1 to 5, wherein said first member supporting portion has a convex portion that contacts said mounting surface and serves as a non-slip with respect to said mounting surface. 前記第一部材支持部を前記取付面に対して締め付け前記取付面に対する滑り止めとなるボルトをさらに有する、請求項1から6のいずれか一項記載の結合部材。 7. The coupling member according to any one of claims 1 to 6, further comprising a bolt that tightens the first member support portion to the mounting surface and serves as a slip prevention against the mounting surface.
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Publication number Priority date Publication date Assignee Title
JP7379780B1 (en) 2023-01-11 2023-11-15 有限会社イービー Additional parts joining material

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04155035A (en) * 1990-10-18 1992-05-28 Misawa Homes Co Ltd Joint member between steelwork member and steelwork member having flange
JP2011017197A (en) * 2009-07-09 2011-01-27 Tokyu Construction Co Ltd Horizontal member mounting fitting and scaffolding
JP2018048714A (en) * 2016-09-23 2018-03-29 エヌパット株式会社 Structure joint metal fitting, structure joint construction, joint member, and structure joint method
JP2020037994A (en) * 2018-09-04 2020-03-12 センクシア株式会社 Joint place with groove and steel material joint structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04155035A (en) * 1990-10-18 1992-05-28 Misawa Homes Co Ltd Joint member between steelwork member and steelwork member having flange
JP2011017197A (en) * 2009-07-09 2011-01-27 Tokyu Construction Co Ltd Horizontal member mounting fitting and scaffolding
JP2018048714A (en) * 2016-09-23 2018-03-29 エヌパット株式会社 Structure joint metal fitting, structure joint construction, joint member, and structure joint method
JP2020037994A (en) * 2018-09-04 2020-03-12 センクシア株式会社 Joint place with groove and steel material joint structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7379780B1 (en) 2023-01-11 2023-11-15 有限会社イービー Additional parts joining material

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