JP4641161B2 - Joining structure of longitudinal members - Google Patents

Joining structure of longitudinal members Download PDF

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JP4641161B2
JP4641161B2 JP2004258944A JP2004258944A JP4641161B2 JP 4641161 B2 JP4641161 B2 JP 4641161B2 JP 2004258944 A JP2004258944 A JP 2004258944A JP 2004258944 A JP2004258944 A JP 2004258944A JP 4641161 B2 JP4641161 B2 JP 4641161B2
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longitudinal
fitting
upper member
vertical
convex portion
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JP2006070669A (en
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一雄 児嶋
匡太 村松
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Kajima Corp
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Description

本発明は、たとえば柱と柱との間における間柱の位置に配置される縦方向部材の接合構造に関する。   The present invention relates to a joining structure of longitudinal members arranged, for example, at the positions of inter-columns between columns.

建築物は、通常、柱と梁とを備えているが、たとえば横方向に並ぶ柱と柱との間に、間柱縦方向部材が配置されることがある。このような縦方向部材としては、軸力とせん断力とが作用した複雑な応力状態となる。そこで、軸力は伝達させず、せん断力のみを伝達させることで縦方向部材の応力状態が単純になり、終局時の崩壊機構がより明快な構造骨組みとすることができる。   A building normally includes columns and beams. For example, a column vertical member may be disposed between columns arranged in the horizontal direction. Such a longitudinal member is in a complicated stress state in which axial force and shearing force are applied. Therefore, by transmitting only the shearing force without transmitting the axial force, the stress state of the longitudinal member is simplified, and the collapse mechanism at the end can be made a clearer structural framework.

このようにせん断力のみに抵抗する縦方向部材の接合方法としては、たとえば図5に示すものがある。この縦方向部材50は、H形鋼からなる上部部材51とやはりH形鋼からなる下部部材52とを備えている。上部部材51の上端部および下部部材52の下端部は、それぞれ図示しない梁に固定されている。また、上部部材51と下部部材52とは離間して配置されており、上部部材51のリブにおける下端部および下部部材52のリブにおける上端部には、それぞれ図示しないボルト貫通孔が複数形成されている。   As a method for joining the longitudinal members that resist only the shearing force in this way, for example, there is the one shown in FIG. The longitudinal member 50 includes an upper member 51 made of H-shaped steel and a lower member 52 also made of H-shaped steel. The upper end part of the upper member 51 and the lower end part of the lower member 52 are each fixed to a beam (not shown). The upper member 51 and the lower member 52 are spaced apart from each other, and a plurality of bolt through holes (not shown) are formed in the lower end portion of the rib of the upper member 51 and the upper end portion of the rib of the lower member 52, respectively. Yes.

上部部材51および下部部材52におけるリブの表面には、これらのボルト貫通孔を覆うようにして、接続プレート53が配置されている。接続プレート53には、上部部材51におけるボルト貫通孔に対応する位置に、高さ方向に長い長孔54が形成されており、下部部材52におけるボルト貫通孔に対応する位置にボルト貫通孔が形成されている。これらのボルト貫通孔及び長孔54にそれぞれボルト55が貫通して取り付けられており、リブの裏側からは図示しないナットがボルト55にねじ込まれている。こうして、ボルト55の頭部とナットによって上部部材51および下部部材52におけるリブを挟持し、せん断力に対する補強を行った縦方向部材を形成している。   A connection plate 53 is disposed on the rib surfaces of the upper member 51 and the lower member 52 so as to cover these bolt through holes. In the connection plate 53, a long hole 54 that is long in the height direction is formed at a position corresponding to the bolt through hole in the upper member 51, and the bolt through hole is formed at a position corresponding to the bolt through hole in the lower member 52. Has been. Bolts 55 are respectively attached to the bolt through holes and the long holes 54, and nuts (not shown) are screwed into the bolts 55 from the back side of the ribs. Thus, the ribs of the upper member 51 and the lower member 52 are sandwiched by the heads and nuts of the bolts 55 to form a longitudinal member that is reinforced against shearing force.

しかし、図5に示す上記従来の縦方向部材の接合構造では、ボルトの接合のみによってせん断力の伝達を行っている。このため、伝達できるせん断力が小さく、縦方向部材として使用可能となるサイズが小さい範囲に限られてしまうため、骨組み構造への適用が困難であるという問題があった。また、上部部材と下部部材とを接合するためのボルト止めの作業を要するため、その分作業に手間が掛かるという問題もあった。   However, in the conventional longitudinal member joining structure shown in FIG. 5, shearing force is transmitted only by joining bolts. For this reason, since the shear force which can be transmitted is small and the size which can be used as the longitudinal member is limited to a small range, there is a problem that it is difficult to apply to the frame structure. Moreover, since the operation | work of the bolt stop for joining an upper member and a lower member is required, there also existed a problem that the operation | work was required by that much.

そこで、本発明の課題は、軸力を伝達させることなく、大きなせん断力のみを伝達させることにより、応力状態が明快となる骨組み構造を可能にするとともに、取り付け作業を簡素なものとした縦方向部材の接合構造を提供することにある。   Accordingly, an object of the present invention is to enable a framework structure in which a stress state is clarified by transmitting only a large shear force without transmitting an axial force, and simplifying the installation work in the vertical direction. The object is to provide a joining structure for members.

上記課題を解決した本発明に係る縦方向部材の接合構造は、建築物または構造物に用いられる縦方向部材の接合構造であって、中空である棒状の縦方向上部部材と中空である棒状の縦方向下部部材とを備え、縦方向上部部材における下端および縦方向下部部材における上端辺の一方を切り欠いて成る嵌合凹部を形成するとともに、縦方向上部部材における下端辺および縦方向下部部材における上端辺の他方から突出して成る嵌合凸部を形成し、嵌合凹部および嵌合凸部は嵌合させられており、縦方向上部部材および縦方向下部部材は、高さ方向に離間することにより軸力非伝達状態とされているとともに、縦方向上部部材および縦方向下部部材は、嵌合凹部および嵌合凸部の横方向に面する面が接触していることによりせん断力伝達状態とされているものである。 The joining structure of the longitudinal members according to the present invention that solves the above problems is a joining structure of longitudinal members used in a building or a structure, and is a hollow rod-like longitudinal upper member and a hollow rod-like member . and a longitudinal lower members, longitudinal upper with members form a mating recess formed by cutting out one of the upper side of the lower end side and the longitudinal lower members in the vertical lower side in the direction upper member and the longitudinal lower member The fitting convex part which protrudes from the other of the upper end sides is formed, the fitting concave part and the fitting convex part are fitted, and the vertical direction upper member and the vertical direction lower member are separated in the height direction. As a result, the longitudinal force upper member and the longitudinal lower member are in a state in which shearing force is transmitted due to the contact of the laterally facing surfaces of the fitting concave portion and the fitting convex portion. and It is what is.

本発明に係る縦方向部材の接合構造においては、中空である棒状の縦方向上部部材における下端および中空である棒状の縦方向下部部材における上端辺の一方を切り欠いて成る嵌合凹部を形成するとともに、縦方向上部部材における下端辺および縦方向下部部材における上端辺の他方から突出して成る嵌合凸部を形成し、嵌合凹部および嵌合凸部は嵌合させられている。また、縦方向上部部材および縦方向下部部材が、高さ方向に離間することにより軸力非伝達状態とされているとともに、縦方向上部部材および縦方向下部部材が、嵌合凹部および嵌合凸部の横方向に面する面が接触していることによりせん断力伝達状態とされている。このため、軸力については伝達しない構造となっているので、主にせん断力のみを伝達する際に大きなせん断力を伝達することができる。また、縦方向上部部材と縦方向下部部材とをボルト止めするなどの作業も不要となるので、その取り付け作業を簡素なものとすることができる。 In the joining structure of the longitudinal members according to the present invention, a fitting recess formed by cutting out one of the lower end side of the hollow rod-like longitudinal upper member and the upper end side of the hollow rod-like longitudinal lower member is formed. In addition , a fitting convex portion is formed that protrudes from the other of the lower end side of the vertical upper member and the upper end side of the vertical lower member , and the fitting concave portion and the fitting convex portion are fitted . Further, the longitudinal upper member and the longitudinal lower member are separated from each other in the height direction so that the axial force is not transmitted, and the longitudinal upper member and the longitudinal lower member are fitted to the fitting recess and the fitting convex. there is a shear force transmitting state by laterally facing surface parts are in contact. For this reason, since it is the structure which does not transmit about an axial force, when transmitting only a shear force mainly, a big shear force can be transmitted. Moreover, since the operation | work of bolting the vertical direction upper member and the vertical direction lower member becomes unnecessary, the attachment operation | work can be simplified.

ここで、嵌合凸部の表面に、嵌合凸部を増厚補強する増厚補強プレートが取り付けられているとともに、嵌合凹部が形成される縦方向上部部材または縦方向下部部材のいずれかの表面に、嵌合凹部を増厚補強するとともに、増厚補強プレートが挿入される増厚補強プレート受が取り付けられている態様とすることができる。   Here, either a vertical upper member or a vertical lower member in which a thickening reinforcing plate for thickening and reinforcing the fitting convex portion is attached to the surface of the fitting convex portion, and the fitting concave portion is formed. A thickness-reinforcing plate receiver into which the thickness-reinforcing plate is inserted is attached to the surface of the member, while the fitting recess is thickened and reinforced.

このように、嵌合凸部の表面に増厚補強プレートが取り付けられており、さらに嵌合凹部が設けられた縦方向上部部材または縦方向下部部材の表面に増厚補強プレート受が取り付けられていることにより、縦方向部材における接合部耐力を増強させることができる。   As described above, the thickening reinforcing plate is attached to the surface of the fitting convex portion, and the thickening reinforcing plate support is attached to the surface of the vertical upper member or the vertical lower member provided with the fitting concave portion. As a result, the joint strength in the longitudinal member can be increased.

また、縦方向上部部材および縦方向下部部材がいずれも平断面矩形をなしており、増厚補強プレート受は、縦方向上部部材または縦方向下部部材のうち、嵌合凹部が形成されたものの四隅に設けられたコーナーガイドである態様とすることもできる。   Further, the vertical upper member and the vertical lower member both have a flat cross-sectional rectangle, and the thickening reinforcing plate receiver has four corners of the vertical upper member or the vertical lower member in which the fitting recesses are formed. It can also be set as the aspect which is a corner guide provided in.

このように、増厚補強プレート受としてコーナーガイドを用いることにより、増厚補強プレートをコーナーガイドの間に容易に案内することができる。したがって、その分取り付け作業を容易に行うことができる。   In this way, by using the corner guide as the thickening reinforcing plate receiver, the thickening reinforcing plate can be easily guided between the corner guides. Therefore, it is possible to easily perform the attachment work accordingly.

本発明に係る柱の接合構造によれば、軸力を伝達させることなく、大きなせん断力のみを伝達させることにより、応力状態が明快となる骨組み構造を可能にするとともに、取り付け作業を簡素なものとすることができる。   According to the column joining structure of the present invention, only a large shear force is transmitted without transmitting an axial force, thereby enabling a framework structure in which the stress state is clear and a simple mounting operation. It can be.

以下、図面を参照して、本発明の好適な実施形態について説明する。なお、各実施形態において、同一の要素、部材については同一の符号を付し、その説明を省略することがある。図1は、本発明の第一の実施形態に係る接合構造を備える縦方向部材の分解斜視図、図2は、縦方向部材の接合状態を示す側面図、図3は、縦方向部材を設けた建築物の柱梁部分の側面図である。   Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings. In addition, in each embodiment, the same code | symbol is attached | subjected about the same element and member, and the description may be abbreviate | omitted. FIG. 1 is an exploded perspective view of a longitudinal member having a joint structure according to the first embodiment of the present invention, FIG. 2 is a side view showing a joined state of the longitudinal member, and FIG. 3 is provided with the longitudinal member. It is a side view of the column beam part of a building.

図1に示すように、本実施形態に係る接合構造を備える縦方向部材1は、縦方向上部部材である上部部材10および縦方向下部部材である下部部材20を備えている。上部部材10は、断面矩形をなす中空である棒状の上部部材本体11を備えており、上部部材本体11の下端部には、嵌合凸部(シアコッター)12が設けられている。嵌合凸部12は、上部部材本体11における4面のそれぞれの下端辺から突出する形で形成されている。これらの4つの嵌合凸部12は、いずれも互いに同一形状をなしている。   As shown in FIG. 1, the longitudinal member 1 provided with the joining structure according to the present embodiment includes an upper member 10 that is a longitudinal upper member and a lower member 20 that is a longitudinal lower member. The upper member 10 includes a hollow rod-shaped upper member main body 11 having a rectangular cross section, and a fitting convex portion (shear cotter) 12 is provided at a lower end portion of the upper member main body 11. The fitting convex portion 12 is formed so as to protrude from the lower end sides of the four surfaces of the upper member main body 11. All of these four fitting convex portions 12 have the same shape.

下部部材20は、やはり断面矩形をなす中空である棒状の下部部材本体21を備えており、下部部材20の上端部には、嵌合凹部(シアコッター)22が設けられている。嵌合凹部22は、下部部材本体21における4面それぞれの上端辺の中央部分を切り欠かれて形成されている。嵌合凹部22の幅は、上部部材10に設けられた嵌合凸部12とほぼ同一の幅に設定されている。   The lower member 20 includes a hollow rod-shaped lower member main body 21 that also has a rectangular cross section, and a fitting recess (shear cotter) 22 is provided at the upper end of the lower member 20. The fitting recess 22 is formed by cutting out the center part of the upper end side of each of the four surfaces of the lower member main body 21. The width of the fitting recess 22 is set to be substantially the same as that of the fitting protrusion 12 provided on the upper member 10.

上部部材10と下部部材20とは、これらの嵌合凸部12と嵌合凹部22とが嵌合して接合されている。図2に示すように、嵌合凸部12は、嵌合凹部22に対して先端部のみが嵌合し、基端部は離反した状態となっている。また、嵌合凹部22の先端部のみに嵌合凸部12が嵌合している。したがって、嵌合凸部12と嵌合凹部22は、互いの側面で接触しているとともに、上下の面は離反した状態となっている。したがって、嵌合凸部12と嵌合凹部22との間では、上下に離間していることにより、縦方向部材1の軸力が伝達されない非軸力伝達状態とされており、側面同士が接触することにより、せん断力が伝達されるせん断力伝達状態となっている。   The upper member 10 and the lower member 20 are joined by the fitting convex portion 12 and the fitting concave portion 22 being fitted. As shown in FIG. 2, the fitting convex part 12 has only the front-end | tip part fitted with respect to the fitting recessed part 22, and the base end part is in the separated state. Further, the fitting convex portion 12 is fitted only to the tip portion of the fitting concave portion 22. Therefore, the fitting convex portion 12 and the fitting concave portion 22 are in contact with each other on the side surfaces, and the upper and lower surfaces are in a separated state. Accordingly, the fitting convex portion 12 and the fitting concave portion 22 are separated from each other in the vertical direction so that the axial force of the longitudinal member 1 is not transmitted and the side surfaces are in contact with each other. By doing so, it is in a shear force transmission state in which the shear force is transmitted.

また、図3に示すように、縦方向部材1は、柱2と柱3との間における間柱のようにして配置されている。縦方向部材1における上部部材10の上端部は、図2に示すように、縦方向部材1の上方に配設された上梁4に固定されており、下部部材本体21の下端部は、縦方向部材1の下方に配設された下梁5に固定されている。こうして、縦方向部材1が梁4,5に固定されている。   Further, as shown in FIG. 3, the longitudinal member 1 is arranged like a stud between the pillar 2 and the pillar 3. As shown in FIG. 2, the upper end portion of the upper member 10 in the longitudinal member 1 is fixed to the upper beam 4 disposed above the longitudinal member 1, and the lower end portion of the lower member main body 21 is It is fixed to a lower beam 5 disposed below the directional member 1. Thus, the longitudinal member 1 is fixed to the beams 4 and 5.

以上の構成を有する本実施形態に係る縦方向部材の接合構造の作用について説明する。   The operation of the longitudinal member joining structure according to this embodiment having the above-described configuration will be described.

本実施形態に係る縦方向部材1では、上部部材10に設けられた嵌合凸部12と下部部材20に設けられた嵌合凹部22とが嵌合することにより、上部部材10と下部部材20とが接合している。ここで、嵌合凸部12と嵌合凹部22とは、その側面で接触し、上下の面では互い離間しており、隙間を空けて対峙するようにして設置されている。また、上部部材10の下面と下部部材20の上面との間も離間して配置されている。   In the longitudinal member 1 according to the present embodiment, the upper member 10 and the lower member 20 are fitted by fitting the fitting convex portion 12 provided on the upper member 10 and the fitting concave portion 22 provided on the lower member 20. And are joined. Here, the fitting convex portion 12 and the fitting concave portion 22 are in contact with each other on the side surface, are separated from each other on the upper and lower surfaces, and are disposed so as to face each other with a gap. Further, the lower surface of the upper member 10 and the upper surface of the lower member 20 are also spaced apart.

このため、縦方向部材1における軸力の伝達はほとんど行われず、せん断力の伝達が主に行われる。したがって、縦方向部材1の接合部においては、せん断力に対するに耐力を十分に向上させることができる。   For this reason, transmission of the axial force in the longitudinal member 1 is hardly performed, and transmission of shearing force is mainly performed. Therefore, in the joint portion of the longitudinal member 1, the proof stress can be sufficiently improved against the shearing force.

また、縦方向部材1における上部部材10と下部部材20とは、下部部材20に対して上部部材10を相対的に下降させるようにスライドさせればよい。したがって、その施工手順も簡素なものとすることができる。   Further, the upper member 10 and the lower member 20 in the longitudinal member 1 may be slid so as to lower the upper member 10 relative to the lower member 20. Therefore, the construction procedure can be simplified.

次に、本発明の第二の実施形態について説明する。本実施形態に係る縦方向部材6は、上部部材30と下部部材40とを備えている。上部部材30は、上記第一の実施形態と同様の上部部材本体11および4つの嵌合凸部12を備えている。また、嵌合凸部12の表面には、増厚補強プレート31が取り付けられている。増厚補強プレート31は、嵌合凸部12に接合する面が、嵌合凸部12における増厚補強プレート31に当接する面の約2倍の面積を有する矩形の部材であり、その約半分の部分において嵌合凸部12の全面を覆い、残りの半分の部分が上部部材本体11の表面に面して配置されている。この増厚補強プレート31が取り付けられていることにより、嵌合凸部12の厚さが増している。   Next, a second embodiment of the present invention will be described. The longitudinal member 6 according to this embodiment includes an upper member 30 and a lower member 40. The upper member 30 includes an upper member main body 11 and four fitting convex portions 12 similar to those in the first embodiment. A thickening reinforcing plate 31 is attached to the surface of the fitting convex portion 12. The thickening reinforcing plate 31 is a rectangular member having a surface joined to the fitting convex portion 12 having an area approximately twice as large as the surface of the fitting convex portion 12 that contacts the thickening reinforcing plate 31. This part covers the entire surface of the fitting convex part 12, and the remaining half part is arranged facing the surface of the upper member main body 11. By attaching this thickening reinforcement plate 31, the thickness of the fitting convex part 12 is increasing.

また、下部部材40は、上記第一の実施形態と同様の下部部材本体21を有し、4つの嵌合凹部22が形成されている。さらに、下部部材本体21における表面の4隅には、本発明の増厚補強プレート受であるコーナーガイド41がそれぞれ取り付けられている。コーナーガイド41は、嵌合凹部22における側縁の部分から、隣の側面に位置する嵌合凹部22の側縁部分まで延在している。したがって、下部部材本体21における1面では、嵌合凹部22の幅とほぼ同一の幅を隔てて、2枚のコーナーガイド41,41が隣接する状態で配置されている。   The lower member 40 includes the lower member main body 21 similar to that of the first embodiment, and four fitting recesses 22 are formed. Further, corner guides 41 which are the thickening reinforcing plate receivers of the present invention are attached to the four corners of the surface of the lower member main body 21, respectively. The corner guide 41 extends from the side edge portion of the fitting recess 22 to the side edge portion of the fitting recess 22 located on the adjacent side surface. Therefore, on one surface of the lower member main body 21, the two corner guides 41 and 41 are arranged adjacent to each other with a width substantially the same as the width of the fitting recess 22.

さらに、コーナーガイド41の厚さは、上部部材30における増厚補強プレート31の厚さとほぼ同一とされている。このため、下部部材本体21の表面に配置された2枚のコーナーガイド41の間に、上部部材30における増厚補強プレート31が挿入される形となる。また、コーナーガイド41は、下部部材本体21の上面よりも上方に突出している。このため、4つのコーナーガイド41の内側に上部部材30における上部部材本体11が挿入される形となる。また、コーナーガイド41は、増厚補強プレートとしても機能しており、嵌合凹部22を増厚補強している。その他の点については、上記第一の実施形態と同様の構成を有している。   Further, the thickness of the corner guide 41 is substantially the same as the thickness of the thickening reinforcing plate 31 in the upper member 30. For this reason, the thickening reinforcing plate 31 in the upper member 30 is inserted between the two corner guides 41 arranged on the surface of the lower member main body 21. Further, the corner guide 41 projects upward from the upper surface of the lower member main body 21. Therefore, the upper member main body 11 in the upper member 30 is inserted inside the four corner guides 41. The corner guide 41 also functions as a thickening reinforcing plate, and thickens and strengthens the fitting recess 22. About another point, it has the structure similar to said 1st embodiment.

以上の構成を有する本実施形態に係る縦方向部材の接合構造の作用について説明する。   The operation of the longitudinal member joining structure according to this embodiment having the above-described configuration will be described.

本実施形態に係る縦方向部材6では、上記第一の実施形態と同様、上部部材10に設けられた嵌合凸部12と下部部材20に設けられた嵌合凹部22とが嵌合することにより、上部部材10と下部部材20とが接合している。また、嵌合凸部12と嵌合凹部22とは、その側面で接触し、上下の面では互い離間しており、隙間を空けて対峙するようにして設置されている。また、上部部材10の下面と下部部材20の上面との間も離間して配置されている。このため、縦方向部材6における軸力の伝達はほとんど行われず、せん断力の伝達が主に行われる。したがって、縦方向部材6の接合部においては、せん断力に対するに耐力を十分に向上させることができる。   In the longitudinal member 6 according to the present embodiment, the fitting convex portion 12 provided in the upper member 10 and the fitting concave portion 22 provided in the lower member 20 are fitted, as in the first embodiment. Thus, the upper member 10 and the lower member 20 are joined. Further, the fitting convex portion 12 and the fitting concave portion 22 are in contact with each other on the side surface, are separated from each other on the upper and lower surfaces, and are disposed so as to face each other with a gap. Further, the lower surface of the upper member 10 and the upper surface of the lower member 20 are also spaced apart. For this reason, transmission of axial force in the longitudinal member 6 is hardly performed, and transmission of shear force is mainly performed. Therefore, the proof stress against the shearing force can be sufficiently improved at the joint portion of the longitudinal member 6.

また、本実施形態では、嵌合凸部12と嵌合凹部22が嵌合する際、2枚のコーナーガイド41,41の間に増厚補強プレート31が嵌合する。このように、コーナーガイド41,41の間に増厚補強プレート31が嵌合することにより、上部部材30と下部部材40とを接合する際の作業を容易に行うことができる。   Moreover, in this embodiment, when the fitting convex part 12 and the fitting recessed part 22 fit, the thickening reinforcement plate 31 fits between the two corner guides 41 and 41. FIG. As described above, when the thickening reinforcing plate 31 is fitted between the corner guides 41 and 41, the work for joining the upper member 30 and the lower member 40 can be easily performed.

また、本実施形態に係る縦方向部材6では、嵌合凸部12の表面および下部部材本体21における嵌合凹部22が形成された部位を除いた位置に、それぞれ増厚補強プレートとしての増厚補強プレート31およびコーナーガイド41が設けられている。このため、縦方向部材6の接合部における接合部耐力を向上させることができる。また、増厚補強プレート31およびコーナーガイド41の厚みを増量することにより、接合部耐力をさらに増強することができる。   Further, in the longitudinal member 6 according to the present embodiment, the thickening as a thickening reinforcing plate is provided at positions excluding the surface of the fitting convex portion 12 and the portion where the fitting concave portion 22 is formed in the lower member main body 21. A reinforcing plate 31 and a corner guide 41 are provided. For this reason, the joint part yield strength in the joint part of the longitudinal member 6 can be improved. Further, by increasing the thicknesses of the thickening reinforcing plate 31 and the corner guide 41, the joint strength can be further increased.

以上、本発明の好適な実施形態について説明したが、本発明は上記実施形態に限定されるものではない。たとえば、上記各実施形態では断面矩形の上部部材本体および下部部材本体を用いているが、たとえば断面円形、断面楕円形、断面多角形の棒状部材を用いることができる。また、上記実施形態では、嵌合凸部と嵌合凹部とが接触する態様のせん断力伝達状態としているが、嵌合凸部と嵌合凹部との向かい合う側面の間に緩衝材を配設することによってせん断力伝達状態を形成することもできる。   The preferred embodiment of the present invention has been described above, but the present invention is not limited to the above embodiment. For example, in each of the above embodiments, the upper member body and the lower member body having a rectangular cross section are used, but for example, a rod-shaped member having a circular cross section, an elliptical cross section, and a polygonal cross section can be used. Moreover, in the said embodiment, although it is set as the shearing force transmission state of the aspect which a fitting convex part and a fitting recessed part contact, it arrange | positions a shock absorbing material between the side surfaces which a fitting convex part and a fitting recessed part face. Thus, a shearing force transmission state can be formed.

第一の実施形態に係る接合構造を備える縦方向部材の分解斜視図である。It is a disassembled perspective view of a vertical member provided with the junction structure concerning a first embodiment. 縦方向部材の接合状態を示す側面図である。It is a side view which shows the joining state of a vertical direction member. 縦方向部材を設けた建築物の柱梁部分の側面図である。It is a side view of the column beam part of the building which provided the vertical direction member. 第二の実施形態に係る接合構造を備える縦方向部材の分解斜視図である。It is a disassembled perspective view of a vertical member provided with the junction structure concerning a second embodiment. 従来の縦方向部材の側面図である。It is a side view of the conventional longitudinal direction member.

符号の説明Explanation of symbols

1,6…縦方向部材
2,3…柱
4…上梁
5…下梁
10,30…上部部材
11…上部部材本体
12…嵌合凸部
20,40…下部部材
21…下部部材本体
22…嵌合凹部
31…増厚補強プレート
41…コーナーガイド(増厚補強プレート受)
DESCRIPTION OF SYMBOLS 1,6 ... Longitudinal member 2, 3 ... Column 4 ... Upper beam 5 ... Lower beam 10, 30 ... Upper member 11 ... Upper member main body 12 ... Fitting convex part 20, 40 ... Lower member 21 ... Lower member main body 22 ... Fitting recess 31 ... Thickening reinforcing plate 41 ... Corner guide (thickening reinforcing plate receiver)

Claims (3)

建築物または構造物に用いられる縦方向部材の接合構造であって、
中空である棒状の縦方向上部部材と中空である棒状の縦方向下部部材とを備え、
前記縦方向上部部材における下端および前記縦方向下部部材における上端辺の一方を切り欠いて成る嵌合凹部を形成するとともに、
前記縦方向上部部材における下端辺および前記縦方向下部部材における上端辺の他方から突出して成る嵌合凸部を形成し、
前記嵌合凹部および前記嵌合凸部は嵌合させられており、
前記縦方向上部部材および前記縦方向下部部材は、高さ方向に離間することにより軸力非伝達状態とされているとともに、
前記縦方向上部部材および前記縦方向下部部材は、前記嵌合凹部および前記嵌合凸部の横方向に面する面が接触していることによりせん断力伝達状態とされていることを特徴とする縦方向部材の接合構造。
A joining structure of longitudinal members used for a building or a structure,
A hollow rod-shaped longitudinal upper member and a hollow rod-shaped longitudinal lower member are provided,
While forming a fitting recess formed by cutting out one of the lower end side in the vertical upper member and the upper end side in the vertical lower member,
Forming a fitting convex portion protruding from the other of the lower end side in the longitudinal upper member and the upper end side in the longitudinal lower member ;
The fitting concave portion and the fitting convex portion are fitted,
The vertical direction upper member and the vertical direction lower member are separated from each other in the height direction so as not to transmit axial force,
The longitudinal upper member and said longitudinal lower members, characterized in that there is a shear force transmission state by the fitting recess and laterally facing surface of the fitting convex portion are in contact Bonding structure of longitudinal members.
前記嵌合凸部の表面に、前記嵌合凸部を増厚補強する増厚補強プレートが取り付けられ
ているとともに、
前記嵌合凹部が形成される前記縦方向上部部材または前記縦方向下部部材のいずれかの
表面に、前記嵌合凹部を増厚補強するとともに、前記増厚補強プレートが挿入される増厚
補強プレート受が取り付けられている請求項1に記載の縦方向部材の接合構造。
A thickening reinforcing plate for thickening and reinforcing the fitting convex portion is attached to the surface of the fitting convex portion,
A thickening reinforcing plate that reinforces the fitting concave portion and inserts the thickening reinforcing plate on the surface of either the vertical upper member or the vertical lower member in which the fitting concave portion is formed. The joining structure of the longitudinal member of Claim 1 with which the support is attached.
前記縦方向上部部材および前記縦方向下部部材がいずれも平断面矩形をなしており、
前記増厚補強プレート受は、前記縦方向上部部材または前記縦方向下部部材のうち、前
記嵌合凹部が形成されたものの四隅に設けられたコーナーガイドである請求項2に記載の
縦方向部材の接合構造。
The vertical upper member and the vertical lower member both have a rectangular cross section,
The longitudinal member according to claim 2, wherein the thickening reinforcing plate support is a corner guide provided at four corners of the longitudinal upper member or the longitudinal lower member in which the fitting recess is formed. Junction structure.
JP2004258944A 2004-09-06 2004-09-06 Joining structure of longitudinal members Expired - Fee Related JP4641161B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7240896B2 (en) * 2019-02-25 2023-03-16 株式会社フジタ Joint structure of square steel pipe columns
JP7317622B2 (en) * 2019-07-31 2023-07-31 株式会社フジタ Steel pipe column joint structure
CN115162614A (en) * 2022-05-19 2022-10-11 安徽民升井架制造有限公司 Steel column convenient to assemble and weld

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58113456A (en) * 1981-12-28 1983-07-06 新日本製鐵株式会社 Intermediate pillar for iron skeletal building
JPS62101735A (en) * 1985-10-28 1987-05-12 清水建設株式会社 Connection structure of steel pipe pillar
JPH0978700A (en) * 1995-09-08 1997-03-25 Figura Kk Stress-adjusting mechanism of axial structural member and the member thereof
JPH09291598A (en) * 1996-04-26 1997-11-11 Shimizu Corp Joint structure of filled steel pipe concrete structural body

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58113456A (en) * 1981-12-28 1983-07-06 新日本製鐵株式会社 Intermediate pillar for iron skeletal building
JPS62101735A (en) * 1985-10-28 1987-05-12 清水建設株式会社 Connection structure of steel pipe pillar
JPH0978700A (en) * 1995-09-08 1997-03-25 Figura Kk Stress-adjusting mechanism of axial structural member and the member thereof
JPH09291598A (en) * 1996-04-26 1997-11-11 Shimizu Corp Joint structure of filled steel pipe concrete structural body

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