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JP5594758B2 - Column joint structure - Google Patents

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JP5594758B2
JP5594758B2 JP2009217708A JP2009217708A JP5594758B2 JP 5594758 B2 JP5594758 B2 JP 5594758B2 JP 2009217708 A JP2009217708 A JP 2009217708A JP 2009217708 A JP2009217708 A JP 2009217708A JP 5594758 B2 JP5594758 B2 JP 5594758B2
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end portion
column
semi
joint structure
column member
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JP2011064041A (en
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隆司 北野
建蔵 中野
倫夫 伊藤
秀宣 田中
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Senqcia Corp
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Description

本発明は、例えば、建築構造物等において、中空状の鋼管などを用いた柱部材の上下端部間を、上下方向に連結するために用いられる柱継手構造に関するものである。   The present invention relates to a column joint structure that is used, for example, in a building structure or the like to connect vertically between upper and lower ends of a column member using a hollow steel pipe or the like.

従来は、中空状の鋼管などを用いた柱部材の継手構造としては、図9,10に示すような、仮組立て用の仮設板部材71,72を使用して、四角筒状の鋼管などの柱部材74,75の端部同士の位置合わせをした後、その端部同士を溶接で接合する溶接継手構造がほとんどであった(例えば特許文献1に記載の従来例参照)。   Conventionally, as a joint structure of a column member using a hollow steel pipe or the like, a temporary plate member 71 or 72 for temporary assembly as shown in FIGS. Most of the welded joint structures are formed by aligning the ends of the column members 74 and 75 and then joining the ends by welding (see, for example, the conventional example described in Patent Document 1).

同図に示す仮設板部材71は、四角筒状の鋼管などの柱部材74下端部の周部4面各幅の、上下方向に伸びる各中心線に沿って、その側辺が溶接により柱部材74に接合され、やはり四角筒状の鋼管などの柱部材75上端部の周部4面各幅の、上下方向に伸びる各中心線に沿って、その側辺が溶接により柱部材75に接合される。   The temporary plate member 71 shown in the figure has a column member that is welded along the center line extending in the vertical direction of each width of each of the four peripheral surfaces of the column member 74 such as a square tubular steel pipe. 74, and the side edges of the circumferential member 4 surfaces of the upper end of the column member 75 such as a square tube-shaped steel pipe are joined to the column member 75 by welding along respective center lines extending in the vertical direction. The

そして、柱部材74の下端部と柱部材75の上端部を突き合わせて、柱部材74,75それぞれに接合した2枚の仮設板部材71に、1枚又は2枚の仮設板部材72を片面側又は両面側に重ねて配置し、仮設板部材71,72間をボルトとナットで締め付けて互いを固定する(図10参照)。   Then, the lower end portion of the column member 74 and the upper end portion of the column member 75 are abutted, and one or two temporary plate members 72 are placed on one side of the two temporary plate members 71 joined to the column members 74 and 75 respectively. Alternatively, they are arranged on both sides, and the temporary plate members 71 and 72 are fastened with bolts and nuts to fix each other (see FIG. 10).

このようにして、柱部材74,75相互間の水平断面方向の位置合せをする仮組立てが終わったら、柱部材74,75の端面間を溶接Wで接合するようになっている(図10参照)。   Thus, after the temporary assembly which aligns the horizontal cross-section direction between the column members 74 and 75 is completed, the end surfaces of the column members 74 and 75 are joined by welding W (see FIG. 10). ).

しかしながら、このような柱部材の溶接を用いた継手構造は、その施工が現場で溶接作業を行うために風及び雨など天候の影響を受けると共に、溶接作業には熟練した溶接技能者を必要とし、また溶接後に溶接部の検査が必要となる。さらに、仮組立て用の仮設板部材71,72が必要となり、それらは柱部材74,75の外側に大きく突出するため、柱部材74,75間の溶接後に溶断して除去しなければならなかった。   However, such a joint structure using column member welding is affected by the weather such as wind and rain because the construction is performed on site, and a welding engineer is required for the welding operation. In addition, inspection of the welded portion is necessary after welding. Further, temporary plate members 71 and 72 for temporary assembly are required, and they protrude greatly to the outside of the column members 74 and 75. Therefore, they have to be melted and removed after welding between the column members 74 and 75. .

そのため、溶接を用いない継手構造として、例えば特許文献1に記載されている実施の形態のような、高力ボルトを用いたボルト接合による継手構造が各種提案されている。このような接合に高力ボルトを用いた中空状の柱部材の継手構造は、溶接や仮組立て用の仮設板部材を用いない接合構造を提供することや、接合に用いられる部材が柱部材の外側に大きく突出するのを防止することを目的としている。   For this reason, various joint structures using bolt joints using high-strength bolts, such as the embodiment described in Patent Document 1, have been proposed as joint structures that do not use welding. The joint structure of hollow column members using high-strength bolts for such joining provides a joining structure that does not use a temporary plate member for welding or temporary assembly, or the member used for joining is a column member. The purpose is to prevent it from projecting greatly to the outside.

特開平7−127142号JP-A-7-127142

しかしながら、このような中空状の柱部材の接合に高力ボルトを用いた継手構造においては、ボルトの挿入及び締結の作業を、中空状の柱部材の外側から行わなければならないため、例えば特許文献1の図5に示す植込みボルト25のような特殊なボルトを用いる必要がある。   However, in such a joint structure using high-strength bolts for joining hollow column members, bolts must be inserted and fastened from the outside of the hollow column members. It is necessary to use a special bolt such as the stud bolt 25 shown in FIG.

また、接合される柱部材の内側もしくはその内側の継手部材にナットを前もって取り付けておくか、または接合される柱部材内側の継手部材にネジ孔を形成しておく必要がある。接合される柱部材の外側からボルト締結作業を行う場合、外側からナットを締付ける方法と、外側からボルトの頭部を締付ける方法がある。   Moreover, it is necessary to attach a nut beforehand to the inner side of the column member to be joined or a joint member inside the column member, or to form a screw hole in the joint member inside the column member to be joined. When the bolt fastening operation is performed from the outside of the column members to be joined, there are a method of fastening the nut from the outside and a method of fastening the head of the bolt from the outside.

外側からナットを締付けて行う場合は、ナットの高さ寸法はボルトの頭部の高さ寸法より大きく、またボルトのネジ部にはナットの高さ寸法より長く外側に突出する余長部が必要であるため、依然として締結部材が接合される柱部材の外側に大きく突出してしまうという問題がある。また外側からボルトの頭部の締め付けを行う場合は、内側のナットが固定されていないとボルトとナットが共に回転して充分な締結を行なうことができないという問題がある。   When tightening the nut from the outside, the height of the nut is larger than the height of the head of the bolt, and the screw thread of the bolt needs an extra length that protrudes outward longer than the height of the nut. Therefore, there is still a problem that the fastening member protrudes greatly to the outside of the column member to be joined. Further, when the bolt head is tightened from the outside, there is a problem that if the inner nut is not fixed, the bolt and the nut rotate together and sufficient fastening cannot be performed.

また、このような高力ボルトを用いた継手構造の施工においては、仮組立て時の仮止めに使用する仮ボルトに、本組立て用のボルトを使用する場合は、ボルトを傷める場合が多く、その場合は充分な締結ができなくなる。このため、上記仮ボルトに本組立て用のボルトを使用することは原則としてできない。このため、組立て後に仮ボルトを本組立て用のボルトと取替える作業を行う必要があり、その作業に手間が掛かるという問題がある。   Also, in the construction of joint structures using such high-strength bolts, when using the bolts for this assembly as temporary bolts used for temporary fixing during temporary assembly, the bolts are often damaged. In this case, sufficient fastening cannot be performed. For this reason, as a general rule, it is impossible to use the bolt for this assembly for the temporary bolt. For this reason, it is necessary to perform an operation of replacing the temporary bolts with the main assembly bolts after assembling, and there is a problem that it takes time and effort.

そこで本発明は、上記問題点に鑑みて、接合する端部が開口した中空状の一対の柱部材の端部間を連結するために用いる接合部材が、その柱部材の外側に大きく突出することを容易に防止することができるような柱継手構造を提供することを課題とするものである。   Therefore, in view of the above problems, the present invention is such that the joining member used for connecting between the ends of a pair of hollow column members whose ends to be joined are greatly protruded to the outside of the pillar member. It is an object of the present invention to provide a column joint structure that can easily prevent this.

上記課題を解決するために、本発明による柱継手構造は、
接合する端部が開口した中空状の上柱部材の下端面に一体的に接合される第1上端部分と、この第1上端部分の接合する端部とは反対側の端部の端面と連続する上端面から下端面に向かうにつれて水平方向の外形寸法が徐々に大きくなるよう形成されている第1下端部分とを有する第1接合部材と、
接合する端部が開口した中空状の下柱部材の上端面に一体的に接合される第2下端部分と、この第2下端部分の接合する端部とは反対側の端部の端面と連続する下端面から上端面に向かうにつれて水平方向の外形寸法が徐々に大きくなるよう形成されると共に、前記第1下端部分と互いに面接触する第2上端部分とを有する第2接合部材と、
前記第1下端部分と前記第2上端部分に対応する凹部を有し、この凹部が互いに面接触した状態の前記第1下端部分と前記第2上端部分の周面に押圧されることにより、前記上柱部材と前記下柱部材をこの長さ方向に連結することを可能とする1対の半環状部材とを備えたことを特徴とするものである。
In order to solve the above problems, the column joint structure according to the present invention is:
A first upper end portion that is integrally joined to a lower end surface of a hollow upper column member having an open end to be joined, and an end face of the end opposite to the end to be joined of the first upper end portion are continuous. A first joining member having a first lower end portion formed so that an outer dimension in the horizontal direction gradually increases from the upper end surface toward the lower end surface ;
A second lower end portion that is integrally joined to the upper end surface of the hollow lower column member that is open at the end to be joined, and the end surface of the end opposite to the end to be joined of the second lower end portion is continuous. A second joining member that is formed such that the outer dimension in the horizontal direction gradually increases from the lower end surface toward the upper end surface, and has a second upper end portion that is in surface contact with the first lower end portion;
By having a recess corresponding to the first lower end portion and the second upper end portion, the recess is pressed against the peripheral surfaces of the first lower end portion and the second upper end portion in a state of surface contact with each other, An upper column member and a pair of semi-annular members that enable the lower column member to be connected in the length direction are provided.

また、本発明による柱継手構造は、
前記第1下端部分と前記第2上端部分の上端面から下端面までにわたる側面には凸状テーパ面が形成され、
前記1対の半環状部材の凹部は、前記第1下端部分と前記第2上端部分に対応する凹状テーパ面が形成されている
ことを特徴とするものである。
The column joint structure according to the present invention is
Convex taper surfaces are formed on the side surfaces extending from the upper end surface to the lower end surface of the first lower end portion and the second upper end portion,
The concave portions of the pair of semi-annular members are formed with concave tapered surfaces corresponding to the first lower end portion and the second upper end portion.

また、本発明による柱継手構造は、
前記第1下端部分の下端部と前記第2上端部分の上端部の水平方向の外形寸法が、大きくとも前記上柱部材及び前記下柱部材の水平断面の外形寸法と同等に形成されている
ことを特徴とするものである。
The column joint structure according to the present invention is
The horizontal outer dimensions of the lower end of the first lower end portion and the upper end of the second upper end portion are formed to be equal to the outer cross sectional dimensions of the upper column member and the lower column member at most. It is characterized by.

また、本発明による柱継手構造は、
前記上柱部材及び前記下柱部材は角筒状に形成され、
前記1対の半環状部材の互いに接する各端部同士の接触面は、互いに水平断面が揃って配置された前記上柱部材及び前記下柱部材の対角線の方向と一致するように配置されている
ことを特徴とするものである。

The column joint structure according to the present invention is
The upper column member and the lower column member are formed in a rectangular tube shape,
The contact surfaces of the ends of the pair of semi-annular members that are in contact with each other are arranged so as to coincide with the diagonal directions of the upper column member and the lower column member that are arranged with horizontal cross sections aligned with each other. It is characterized by this.

また、本発明による柱継手構造は、
前記1対の半環状部材の互いに接する各端部同士には複数のネジ締結用の貫通孔がそれぞれ互いに対応する位置に形成されて、
前記1対の半環状部材の接合は前記貫通孔を貫通するボルトとナットとのネジ締結により行なうようになっている
ことを特徴とするものである。
The column joint structure according to the present invention is
A plurality of screw fastening through holes are formed at positions corresponding to each other at the ends of the pair of semi-annular members that are in contact with each other,
The pair of semi-annular members are joined by fastening a screw between a bolt and a nut penetrating the through hole.

また、本発明による柱継手構造は、
前記第1接合部材及び前記第2接合部材は上下方向の軸線の周りに軸孔が開口した中空断面を有し、
前記第1接合部材及び前記第2接合部材の最も薄い水平断面の肉厚は前記上柱部材及び前記下柱部材の水平断面の肉厚よりも厚く形成されている
ことを特徴とするものである。
The column joint structure according to the present invention is
The first joining member and the second joining member have a hollow cross section in which an axial hole is opened around an axis in the vertical direction,
The thickness of the thinnest horizontal section of the first and second joining members is formed to be thicker than the thickness of the horizontal section of the upper column member and the lower column member. .

このような本発明の柱継手構造によれば、
接合する端部が開口した中空状の上柱部材の下端面に一体的に接合される第1上端部分と、この第1上端部分との連結断面部から最も遠ざかる部分が外側に向かって突出するよう形成されている第1下端部分とを有する第1接合部材と、
接合する端部が開口した中空状の下柱部材の上端面に一体的に接合される第2下端部分と、この第2下端部分との連結断面部から最も遠ざかる部分が外側に向かって突出するよう形成されると共に、前記第1下端部分と互いに面接触する第2上端部分とを有する第2接合部材と、
前記第1下端部分と前記第2上端部分に対応する凹部を有し、この凹部が互いに面接触した状態の前記第1下端部分と前記第2上端部分の周面に押圧されることにより、前記上柱部材と前記下柱部材をこの長さ方向に連結することを可能とする1対の半環状部材とを備えたことにより、
接合する端部が開口した中空状の一対の柱部材の端部間を接合するために用いる接合部材が、その柱部材の外側に大きく突出することを容易に防止することができる。
According to such a column joint structure of the present invention,
A first upper end portion that is integrally joined to the lower end surface of the hollow upper column member that is open at the end to be joined, and a portion that is farthest from the connecting cross-section portion of the first upper end portion protrudes outward. A first joining member having a first lower end portion formed in such a manner;
A second lower end portion that is integrally joined to the upper end surface of the hollow lower column member that is open at the end to be joined, and a portion that is farthest from the connecting cross-sectional portion of the second lower end portion protrudes outward. And a second joining member having a second upper end portion in surface contact with the first lower end portion,
By having a recess corresponding to the first lower end portion and the second upper end portion, the recess is pressed against the peripheral surfaces of the first lower end portion and the second upper end portion in a state of surface contact with each other, By providing a pair of semi-annular members that allow the upper column member and the lower column member to be connected in this length direction,
It is possible to easily prevent a joining member used for joining between the end portions of a pair of hollow pillar members whose end portions to be joined are projecting greatly from the outside of the pillar member.

また、本発明の柱継手構造によれば、
前記第1下端部分と前記第2上端部分の側面には凸状テーパ面が形成され、
前記1対の半環状部材の凹部は、前記第1下端部分と前記第2上端部分に対応する凹状テーパ面が形成されていることにより、
前記第1下端部分と前記第2上端部分のそれぞれの側面がテーパ状に形成されていない場合に比べて、接合部材に加えられる負荷が接合部材の一部に集中しないようにすることができる。
Moreover, according to the column joint structure of the present invention,
Convex taper surfaces are formed on the side surfaces of the first lower end portion and the second upper end portion,
The concave portions of the pair of semi-annular members are formed with concave tapered surfaces corresponding to the first lower end portion and the second upper end portion, respectively.
Compared with the case where the side surfaces of the first lower end portion and the second upper end portion are not tapered, the load applied to the joining member can be prevented from being concentrated on a part of the joining member.

また、本発明の柱継手構造によれば、
前記第1接合部材と前記第2接合部材から外側に向かって突出するよう形成されている前記第1下端部分と前記第2上端部分の水平方向の外形寸法が、大きくとも前記上柱部材及び前記下柱部材の水平断面の外形寸法と同等に形成されていることにより、
第1,第2接合部材が上・下柱部材の水平方向外側へ突出する程度を少なくすることができる。
Moreover, according to the column joint structure of the present invention,
The outer dimensions in the horizontal direction of the first lower end portion and the second upper end portion formed so as to protrude outward from the first joint member and the second joint member are at most the upper column member and the By being formed equal to the outer dimensions of the horizontal section of the lower pillar member,
The extent to which the first and second joining members protrude outward in the horizontal direction of the upper and lower pillar members can be reduced.

また、本発明の柱継手構造によれば、
前記1対の半環状部材の互いに接する各端部同士の接触面は、互いに水平断面が揃って配置された前記上柱部材及び前記下柱部材の対角線の方向と一致するように配置されていることにより、
第1,第2接合部材と1対の半環状部材が、上・下柱部材の水平方向外側へ突出する程度を少なくすることができる。
Moreover, according to the column joint structure of the present invention,
The contact surfaces of the ends of the pair of semi-annular members that are in contact with each other are arranged so as to coincide with the diagonal directions of the upper column member and the lower column member that are arranged with horizontal cross sections aligned with each other. By
The extent to which the first and second joining members and the pair of semi-annular members protrude outward in the horizontal direction of the upper and lower pillar members can be reduced.

また、本発明の柱継手構造によれば、
前記1対の半環状部材の互いに接する各端部同士には複数のネジ締結用の貫通孔がそれぞれ互いに対応する位置に形成されて、
前記1対の半環状部材の接合は前記貫通孔を貫通するボルトとナットとのネジ締結により行なうようになっていることにより、
ボルトとナットとの締結を第1,第2接合部材と1対の半環状部材の外側から行なうことができるために、作業を容易にすることができる。
Moreover, according to the column joint structure of the present invention,
A plurality of screw fastening through holes are formed at positions corresponding to each other at the ends of the pair of semi-annular members that are in contact with each other,
The pair of semi-annular members are joined by screw fastening of a bolt and a nut penetrating the through hole.
Since the bolt and the nut can be fastened from the outside of the first and second joining members and the pair of semi-annular members, the operation can be facilitated.

また、本発明の柱継手構造によれば、
前記第1接合部材及び前記第2接合部材は上下方向の軸線の周りに軸孔が開口した中空断面を有し、
前記第1接合部材及び前記第2接合部材の最も薄い水平断面の肉厚は前記上柱部材及び前記下柱部材の水平断面の肉厚よりも厚く形成されていることにより、
柱継手構造に係る負荷に耐えることができると共に、軽量にすることができ、使用する材料を少なくすることができる。
Moreover, according to the column joint structure of the present invention,
The first joining member and the second joining member have a hollow cross section in which an axial hole is opened around an axis in the vertical direction,
The thickness of the thinnest horizontal section of the first joining member and the second joining member is formed to be thicker than the thickness of the horizontal section of the upper pillar member and the lower pillar member,
While being able to endure the load concerning a column joint structure, it can be made lightweight and the material to be used can be decreased.

本発明の一実施の形態に係る柱継手構造10を示す上・下柱部材44,45の接合部の側面図である。It is a side view of the junction part of the upper and lower pillar members 44 and 45 which shows the column joint structure 10 which concerns on one embodiment of this invention. 図1における柱継手構造10のA−A線断面矢視図である。FIG. 2 is a cross-sectional view of the column joint structure 10 in FIG. 上・下柱部材44,45の各端部接合前の状態を示す斜視図である。It is a perspective view which shows the state before each edge part joining of the upper and lower pillar members 44 and 45. FIG. 図1における上部接合部材41を示す図であり、図4(a)はその側面図、図4(b)はその下面図である。It is a figure which shows the upper joining member 41 in FIG. 1, FIG. 4 (a) is the side view, FIG.4 (b) is the bottom view. 図1における下部接合部材42を示す図であり、図5(a)はその上面図、図5(b)はその側面図である。It is a figure which shows the lower joining member 42 in FIG. 1, Fig.5 (a) is the top view, FIG.5 (b) is the side view. 図1における第1半環状部材51を示す図であり、図6(a)はその側面図、図6(b)はその正面図、図6(c)はその下面図である。It is a figure which shows the 1st semi-annular member 51 in FIG. 1, Fig.6 (a) is the side view, FIG.6 (b) is the front view, FIG.6 (c) is the bottom view. 図1における第2半環状部材52を示す図であり、図7(a)はその側面図、図7(b)はその正面図、図7(c)はその下面図である。It is a figure which shows the 2nd semi-annular member 52 in FIG. 1, (a) is the side view, FIG.7 (b) is the front view, FIG.7 (c) is the bottom view. 図1における柱継手構造10の接合前の分解側面図である。It is a decomposition | disassembly side view before joining of the column joint structure 10 in FIG. 従来の柱継手構造の分解側面半断面図である。It is a decomposition | disassembly side surface half sectional view of the conventional column joint structure. 従来の柱継手構造の組立側面半断面図である。It is an assembly side half sectional view of the conventional column joint structure.

以下、本発明に係る柱継手構造の実施の形態について、図面に基づいて具体的に説明する。
図1ないし図8は、本発明の一実施の形態に係る柱継手構造10について説明するために参照する図である。
Hereinafter, embodiments of a column joint structure according to the present invention will be specifically described with reference to the drawings.
FIGS. 1-8 is a figure referred in order to demonstrate the column joint structure 10 which concerns on one embodiment of this invention.

本発明の一実施の形態に係る柱継手構造10は、図1,2に示すように、上部接合部材41(第1接合部材)と、下部接合部材42(第2接合部材)と、第1半環状部材51と、第2半環状部材52(1対の半環状部材)により構成されている。そして、このような構成の柱継手構造10は、図3に示すような、接合する端部が開口した角筒状(中空状)の上柱部材44の下端部と下柱部材45の上端部の間をその長さ方向に連結するために用いられる。   As shown in FIGS. 1 and 2, the column joint structure 10 according to one embodiment of the present invention includes an upper joint member 41 (first joint member), a lower joint member 42 (second joint member), and a first joint member. It comprises a semi-annular member 51 and a second semi-annular member 52 (a pair of semi-annular members). The column joint structure 10 having such a configuration includes a lower end portion of an upper column member 44 and an upper end portion of a lower column member 45, each having an open end portion to be joined as shown in FIG. It is used to connect the gaps in the length direction.

まず、上部接合部材41は、その上端面41a(図4(a)中上端側)を、予め工場等で上柱部材44の下端面44a(図3参照)に接触させて溶接により一体的に接合されている。そして、下部接合部材42は、その下端面42a(図5(b)中下端側)を、予め工場等で下柱部材45の上端面45a(図3参照)に接触させて溶接により一体的に接合されている。   First, the upper joint member 41 has its upper end surface 41a (the upper end side in FIG. 4 (a)) in contact with the lower end surface 44a (see FIG. 3) of the upper column member 44 in advance in a factory or the like, and is integrated by welding. It is joined. Then, the lower joining member 42 has its lower end surface 42a (the lower end side in FIG. 5B) brought into contact with the upper end surface 45a (see FIG. 3) of the lower column member 45 in advance in a factory or the like, and integrated by welding. It is joined.

上部接合部材41は、図4に示すように、軸線の周りに大きな円形の軸孔41gが形成された中空状になっており、接合部41b(第1上端部分)と、円錐台部41c(第1下端部分)とが一体的に形成されるように、鍛造や鋳造等の任意の適切な製法により形成されている。   As shown in FIG. 4, the upper joint member 41 has a hollow shape in which a large circular shaft hole 41 g is formed around the axis, and includes a joint portion 41 b (first upper end portion) and a truncated cone portion 41 c ( The first lower end portion) is integrally formed with any appropriate manufacturing method such as forging or casting.

上部接合部材41の接合部41bは、その上端面41aにおいて角筒状の上柱部材44の下端面44aと突合わされて溶接されるため、その上柱部材44の下端面44aの外形に揃えるように、その平面形状が上柱部材44の下端面44aと同じ形状、すなわち四隅部に丸みを有し、略正方形の板部41hを有して形成されている。   Since the joining portion 41b of the upper joining member 41 is abutted with and welded to the lower end surface 44a of the upper cylindrical member 44 at the upper end surface 41a, it is aligned with the outer shape of the lower end surface 44a of the upper pillar member 44. Further, the planar shape is the same as the lower end surface 44a of the upper column member 44, that is, rounded at the four corners, and has a substantially square plate portion 41h.

上部接合部材41の板部41hの下面と円錐台部41cの上端水平断面との間には、この上端水平断面から板部41hの下面に向かって水平方向の外形寸法が徐々に大きくなる、凸状のテーパ面が形成されている。   Between the lower surface of the plate portion 41h of the upper joint member 41 and the upper end horizontal section of the truncated cone portion 41c, the outer dimension in the horizontal direction gradually increases from the upper end horizontal section toward the lower surface of the plate portion 41h. A tapered surface is formed.

上部接合部材41の円錐台部41cには、その上端水平断面から下端面41eに向かって水平方向の外形寸法が徐々に大きくなる凸状のテーパ面が形成されている。上記接合部41bの凸状テーパ面とこのような円錐台部41cの凸状テーパ面との間には、くびれ部41dが形成されている。   On the truncated cone part 41c of the upper joining member 41, a convex taper surface is formed in which the outer dimension in the horizontal direction gradually increases from the upper end horizontal section toward the lower end face 41e. A constricted portion 41d is formed between the convex tapered surface of the joint portion 41b and the convex tapered surface of the truncated cone portion 41c.

また、円錐台部41cにおいて水平方向の外形寸法が最大となる下端面41eにおいて、その水平方向の外形寸法が上柱部材44と下柱部材45の水平断面の外形寸法より大きくならないように形成されている。   Further, in the lower end surface 41e having the maximum horizontal dimension in the truncated cone part 41c, the horizontal dimension is formed so as not to be larger than the horizontal sectional dimensions of the upper column member 44 and the lower column member 45. ing.

また、上部接合部材41のくびれ部41dの水平断面の肉厚は、上・下柱部材44,45の水平断面の肉厚よりも厚く形成されている。   Further, the thickness of the horizontal section of the constricted portion 41 d of the upper joint member 41 is formed to be thicker than the thickness of the horizontal sections of the upper and lower column members 44 and 45.

下部接合部材42は、図1に示すように、上部接合部材41の下方に配置されているが、その形状は上部接合部材41と全く同じものであって、上部接合部材41とは上下を逆さまに配置されている点において異なっているだけである。ただ、説明の便宜上、下部接合部材42の各部には、上部接合部材41と異なる符号を付してあり、部分によっては異なる名称を用いている。   As shown in FIG. 1, the lower bonding member 42 is disposed below the upper bonding member 41, but the shape is exactly the same as the upper bonding member 41, and the upper bonding member 41 is turned upside down. The only difference is that they are arranged in However, for convenience of explanation, each part of the lower joining member 42 is given a reference numeral different from that of the upper joining member 41, and a different name is used depending on the part.

すなわち、図5に示すように、下部接合部材42の下端面42aは図4の上部接合部材41の上端面41aに、接合部42b(第2下端部分)は図4の接合部41bに、逆円錐台部42c(第2上端部分)は図4の円錐台部41cに、くびれ部42dは図4のくびれ部41dに、上端面42eは図4の下端面41eに、軸孔42gは図4の軸孔41gに、板部42hは図4の板部41hに、それぞれ対応するものである。   That is, as shown in FIG. 5, the lower end surface 42a of the lower joining member 42 is opposite to the upper end surface 41a of the upper joining member 41 in FIG. 4, and the joining portion 42b (second lower end portion) is opposite to the joining portion 41b in FIG. The truncated cone part 42c (second upper end part) is in the truncated cone part 41c in FIG. 4, the constricted part 42d is in the constricted part 41d in FIG. 4, the upper end face 42e is in the lower end face 41e in FIG. 4, and the shaft hole 42g is in FIG. The plate hole 42g corresponds to the plate hole 41g of FIG.

次に、第1半環状部材51と第2半環状部材52は、図1,2に示すように、それぞれ半環状に形成されており、第1半環状部材51の両端部が円周方向から径方向に折れ曲って外側に突出している端部51aと、第2半環状部材52の両端部が円周方向から径方向に折れ曲って外側に突出している端部52aを有し、それらの面同士が互いに接触することにより、上記両端部51a,52a以外の2つの半環部分が互いに対向して全体が環状となるように形成されている。   Next, as shown in FIGS. 1 and 2, the first semi-annular member 51 and the second semi-annular member 52 are each formed in a semi-annular shape, and both end portions of the first semi-annular member 51 are arranged from the circumferential direction. End portions 51a that are bent in the radial direction and projecting outward, and both end portions of the second semi-annular member 52 are bent in the radial direction from the circumferential direction and projecting outward, and the end portions 52a are When the surfaces come into contact with each other, the two half-ring portions other than the both end portions 51a and 52a are opposed to each other and are formed in an annular shape as a whole.

また、図6,7の各(a)、(b)に示すように、それらの端部51a,52aのそれぞれには、第1半環状部材51と第2半環状部材52それぞれの両端部同士の締結に用いるための、頭付ボルト54が緩く挿通するボルト孔51b,52bが3個ずつ形成されている。   In addition, as shown in FIGS. 6 and 7, (a) and (b), the end portions 51 a and 52 a have both end portions of the first semi-annular member 51 and the second semi-annular member 52, respectively. Three bolt holes 51b and 52b through which the headed bolts 54 are loosely inserted are used.

図6(a)、(b)に示すように、第1半環状部材51の内周面は、断面が「く」の字状に凹んで形成され、その上半分には、上部接合部材41の円錐台部41c(図4参照)の凸状テーパ面に対応する凹状テーパ面51cが形成されており、その下半分には、下部接合部材42の逆円錐台部42c(図5参照)の凸状テーパ面に対応する凹状テーパ面51dが形成されている。   As shown in FIGS. 6A and 6B, the inner peripheral surface of the first semi-annular member 51 is formed to have a cross section that is recessed in a “<” shape, and the upper joint member 41 is formed in the upper half thereof. A concave tapered surface 51c corresponding to the convex tapered surface of the truncated cone portion 41c (see FIG. 4) is formed, and the lower half of the inverted truncated cone portion 42c (see FIG. 5) of the lower joining member 42 is formed. A concave tapered surface 51d corresponding to the convex tapered surface is formed.

また第1半環状部材51と同様に、図7(a)、(b)に示すように、第2半環状部材52の内周面も、断面が「く」の字状に凹んで形成され、その上半分には、上部接合部材41の円錐台部41cの凸状テーパ面に対応する凹状テーパ面52cが形成されており、その下半分には、下部接合部材42の逆円錐台部42cの凸状テーパ面に対応する凹状テーパ面52dが形成されている。   Similarly to the first semi-annular member 51, as shown in FIGS. 7 (a) and 7 (b), the inner peripheral surface of the second semi-annular member 52 is also formed with a cross section recessed in a “<” shape. A concave tapered surface 52c corresponding to the convex tapered surface of the truncated cone part 41c of the upper joining member 41 is formed in the upper half, and the inverted truncated cone part 42c of the lower joining member 42 is formed in the lower half thereof. A concave tapered surface 52d corresponding to the convex tapered surface is formed.

第1半環状部材51と第2半環状部材52は、それぞれの両端部51a,52aを互いに接触させて一体的に繋がるようネジ締結することにより、第1半環状部材51の凹状テーパ面51c,51dと第2半環状部材52の凹状テーパ面52c,52dとが、対応する凸状テーパ面を有する上部接合部材41の円錐台部41cと下部接合部材42の逆円錐台部42cを取り囲んで、その外周を押圧することができる。   The first semi-annular member 51 and the second semi-annular member 52 are screw-fastened so that both end portions 51a and 52a are brought into contact with each other so as to be integrally connected, thereby forming the concave tapered surface 51c of the first semi-annular member 51, 51d and the concave tapered surfaces 52c, 52d of the second semi-annular member 52 surround the truncated cone part 41c of the upper joining member 41 and the inverted truncated cone part 42c of the lower joining member 42 having the corresponding convex tapered surfaces, The outer periphery can be pressed.

このことによって、上部接合部材41と下部接合部材42を一体化させることができ、上部接合部材41と下部接合部材42が第1、第2半環状部材51,52と協働して、上柱部材44と下柱部材45を連結する柱継手の機能を発揮することができる。   Thus, the upper joint member 41 and the lower joint member 42 can be integrated, and the upper joint member 41 and the lower joint member 42 cooperate with the first and second semi-annular members 51 and 52 to The function of a column joint for connecting the member 44 and the lower column member 45 can be exhibited.

このような本発明の一実施の形態に係る柱継手構造10を用いて、上・下柱部材44,45の端部間を連結する手順について、以下に説明する。
まず、図8に示すように、上柱部材44に溶接された上部接合部材41の下端面41eを、下柱部材45に溶接された下部接合部材42の上端面42eに接触させる。
A procedure for connecting the end portions of the upper and lower column members 44 and 45 using the column joint structure 10 according to the embodiment of the present invention will be described below.
First, as shown in FIG. 8, the lower end surface 41 e of the upper joint member 41 welded to the upper column member 44 is brought into contact with the upper end surface 42 e of the lower joint member 42 welded to the lower column member 45.

次に、上部接合部材41の円錐台部41cと下部接合部材42の逆円錐台部42cを、第1半環状部材51の凹状テーパ面51c,51dと第2半環状部材52の凹状テーパ面52c,52dとが接触するように、第1半環状部材51と第2半環状部材52により上部接合部材41の円錐台部41cと下部接合部材42の逆円錐台部42cを挟んで取り囲む。   Next, the truncated cone part 41 c of the upper joining member 41 and the inverted truncated cone part 42 c of the lower joining member 42 are connected to the concave tapered surfaces 51 c and 51 d of the first semi-annular member 51 and the concave tapered surface 52 c of the second semi-annular member 52. , 52d are surrounded by the first semi-annular member 51 and the second semi-annular member 52 with the truncated cone part 41c of the upper joining member 41 and the inverted truncated cone part 42c of the lower joining member 42 sandwiched therebetween.

図2に示すように、第1半環状部材51の端部51aと第2半環状部材52の端部52aを合わせて、頭付ボルト54を左右の一方から挿通し、この頭付ボルト54の先端ネジ部にナット56が座金を介して締結することにより、上部接合部材41の円錐台部41cと下部接合部材42の逆円錐台部42cが上下方向に離れないよう連結される。これにより、上柱部材45と下柱部材46はその長さ方向に連結される。   As shown in FIG. 2, the end portion 51 a of the first semi-annular member 51 and the end portion 52 a of the second semi-annular member 52 are aligned, and a headed bolt 54 is inserted from one of the left and right sides. When the nut 56 is fastened to the tip screw part via a washer, the truncated cone part 41c of the upper joining member 41 and the inverted truncated cone part 42c of the lower joining member 42 are connected so as not to be separated in the vertical direction. Thereby, the upper pillar member 45 and the lower pillar member 46 are connected in the length direction.

このとき、第1半環状部材51の端部51aと、第2半環状部材52の端部52aが互いに接触する面を、上柱部材45及び下柱部材46の柱の対角線の方向と一致するように配置させることにより、それらの端部51a,52aが上・下柱部材44,45の水平方向外側へ突出する程度を少なくすることができる。   At this time, the surface where the end portion 51a of the first semi-annular member 51 and the end portion 52a of the second semi-annular member 52 are in contact with each other coincides with the diagonal direction of the columns of the upper column member 45 and the lower column member 46. By arranging in this way, it is possible to reduce the extent to which the end portions 51a and 52a protrude outward in the horizontal direction of the upper and lower column members 44 and 45.

このような本発明の一実施の形態に係る柱継手構造10によれば、接合する端部が開口した角筒状の上・下柱部材44,45の端部間を連結するために用いる上部接合部材41及び下部接合部材42と、第1半環状部材51及び第2半環状部材52が、その上・下柱部材44,45の水平方向外側に大きく突出することを防止することができる。   According to such a column joint structure 10 according to one embodiment of the present invention, the upper part used for connecting the end portions of the upper and lower column members 44 and 45 having a rectangular tube shape whose end portions to be joined are opened. It is possible to prevent the joining member 41 and the lower joining member 42, the first semi-annular member 51, and the second semi-annular member 52 from protruding greatly outward in the horizontal direction of the upper and lower pillar members 44 and 45.

また、このような本発明の一実施の形態に係る柱継手構造10によれば、第1半環状部材51の凹状テーパ面51c,51d及び第2半環状部材52の凹状テーパ面52c,52dが、対応する凸状テーパ面を有する上部接合部材41の円錐台部41c及び下部接合部材42の逆円錐台部42cの外周を取り囲んで押圧することできる。   Further, according to the column joint structure 10 according to the embodiment of the present invention, the concave tapered surfaces 51c, 51d of the first semi-annular member 51 and the concave tapered surfaces 52c, 52d of the second semi-annular member 52 are provided. , The outer periphery of the truncated cone part 41c of the upper joint member 41 having the corresponding convex tapered surface and the inverted truncated cone part 42c of the lower joint member 42 can be surrounded and pressed.

このため、上部接合部材41と半環状部材51,52の接触面積、及び、下部接合部材42と半環状部材51,52との接触面積が大きくなることにより、上部接合部材41と下部接合部材42の接合を確実なものとすることができる。また、円錐台部41cと逆円錐台部42cのそれぞれの側面に凸状のテーパが形成されているので、その凸状のテーパが形成されていない場合に比べて、上部接合部材41と下部接合部材42に加えられる負荷が、各々の接合部材の一部に集中しないようにすることができる。   For this reason, the contact area between the upper joint member 41 and the semi-annular members 51 and 52 and the contact area between the lower joint member 42 and the semi-annular members 51 and 52 are increased, so that the upper joint member 41 and the lower joint member 42 are increased. Can be ensured. Moreover, since the convex taper is formed in each side surface of the truncated cone part 41c and the inverted truncated cone part 42c, compared with the case where the convex taper is not formed, the upper joint member 41 and the lower joint It is possible to prevent the load applied to the member 42 from being concentrated on a part of each joining member.

また、このような本発明の一実施の形態に係る柱継手構造10によれば、第1半環状部材51と第2半環状部材52のボルトとナットを用いる締結を上部接合部材41、下部接合部材42、第1半環状部材51と第2半環状部材52の外側から行なうことができる。そのため、柱部材間の連結に本柱継手構造10を用いることで作業を容易にすることができる。   Further, according to the column joint structure 10 according to the embodiment of the present invention, the fastening using the bolts and nuts of the first semi-annular member 51 and the second semi-annular member 52 is performed at the upper joint member 41 and the lower joint. This can be done from the outside of the member 42, the first semi-annular member 51 and the second semi-annular member 52. Therefore, work can be facilitated by using the present column joint structure 10 for connection between column members.

また、このような本発明の一実施の形態に係る柱継手構造10によれば、上部接合部材41、下部接合部材42を中空状にすることができるために、上部接合部材41、下部接合部材42を軽量にすることができると共に、使用する材料を少なくすることができる。   In addition, according to the column joint structure 10 according to one embodiment of the present invention, the upper joint member 41 and the lower joint member 42 can be made hollow, so that the upper joint member 41 and the lower joint member 42 can be reduced in weight, and less material can be used.

また、このような本発明の一実施の形態に係る柱継手構造10によれば、上・下柱部材44,45の内側に継手部材を設けたり、そのような継手部材にネジ孔を形成しておく必要も生じないため、作業を容易にすることができる。   Further, according to such a column joint structure 10 according to one embodiment of the present invention, joint members are provided inside the upper and lower column members 44 and 45, or screw holes are formed in such joint members. Since there is no need to keep it, the work can be facilitated.

また、本発明の柱継手構造10によれば、ボルトとナットを用いる締結作業を全て外側から行なうことができるので、作業を容易にすることができると共に、ボルトとナットが共に回転するようなことも容易に防止できるので、充分な締結を行なうことができる。   In addition, according to the column joint structure 10 of the present invention, since all fastening operations using bolts and nuts can be performed from the outside, the operations can be facilitated and the bolts and nuts can rotate together. Can be easily prevented, and sufficient fastening can be performed.

また、このような本発明の一実施の形態に係る柱継手構造10によれば、柱部材間の連結に従来の高力ボルトを用いた継手構造のように、施行の際に仮組立てをすること自体が必要なくなるので、作業を容易にすることができる。   Moreover, according to such a column joint structure 10 according to an embodiment of the present invention, temporary assembly is performed at the time of enforcement like a conventional joint structure using high-strength bolts for connection between column members. Since this is not necessary, the operation can be facilitated.

なお、上記一実施の形態においては、柱部材に角筒状のものを用いた場合について説明したが、円筒状等の他の異なる形状の断面を有する柱部材を用いた場合にも本発明は適用することができる。またその際には、上部接合部材41の接合部41bや下部接合部材42の接合部42b等の各部の外形を上記柱部材に対応するように変更をしたり、前記端部51a,52aが壁にぶつからないような位置に配置してもよい。   In the above-described embodiment, the case where the column member has a rectangular tube shape has been described. However, the present invention also applies to a case where a column member having a different cross section such as a cylindrical shape is used. Can be applied. In this case, the outer shape of each part such as the joint part 41b of the upper joint member 41 and the joint part 42b of the lower joint member 42 is changed to correspond to the column member, or the end parts 51a and 52a are walls. You may arrange | position in the position which does not collide with.

また、上記一実施の形態においては、第1半環状部材51と第2半環状部材52には互いに同一形状の部材を用いたが、互いに多少は異なる形状の部材を用いてもよい。   In the above-described embodiment, the first semi-annular member 51 and the second semi-annular member 52 are members having the same shape, but members having slightly different shapes may be used.

また、上記一実施の形態においては、一般的な形状を有する頭付ボルト54を用いたが、その頭部にトルク管理部材を有する、締付けトルクを管理できる頭付ボルトを用いることもできる。このような頭付ボルトのトルク管理部材は、頭付ボルトの締付けトルクが所定値を超えると破断して除去されるようになっている。   Moreover, in the said one Embodiment, although the headed bolt 54 which has a general shape was used, the headed bolt which can manage the tightening torque which has a torque management member in the head can also be used. Such a head bolt torque management member is broken and removed when the tightening torque of the head bolt exceeds a predetermined value.

また、上記一実施の形態においては、第1半環状部材51と第2半環状部材52を締結するためのボルト孔51b,52bは各端部に3個ずつ形成されていたが、接続する上・下柱部材44,45の外径寸法や肉厚の変更等に対応してその数は増減してもよい。   In the above embodiment, three bolt holes 51b and 52b for fastening the first semi-annular member 51 and the second semi-annular member 52 are formed at each end. -The number of the lower pillar members 44, 45 may be increased or decreased in response to a change in outer diameter size or wall thickness.

10 柱継手構造
41 上部接合部材
41b 接合部
41c 円錐台部
41e 下端面
42 下部接合部材
42b 接合部
42c 逆円錐台部
42e 上端面
44 上柱部材
44a 下端面
45 下柱部材
45a 上端面
51,52 第1,第2半環状部材
51a,52a 端部
51b,52b ボルト孔
51c,51d,52c,52d 凹状テーパ面
54 頭付ボルト
56 ナット
71,72 仮設板部材
74,75 柱部材
W 溶接
DESCRIPTION OF SYMBOLS 10 Column joint structure 41 Upper joining member 41b Joining part 41c Frustum part 41e Lower end surface 42 Lower joining member 42b Joining part 42c Reverse truncated cone part 42e Upper end surface 44 Upper pillar member 44a Lower end surface 45 Lower pillar member 45a Upper end surface 51,52 First and second semi-annular members 51a, 52a End portions 51b, 52b Bolt holes 51c, 51d, 52c, 52d Concave taper surface 54 Headed bolt 56 Nut 71, 72 Temporary plate member 74, 75 Column member W Welding

Claims (6)

接合する端部が開口した中空状の上柱部材の下端面に一体的に接合される第1上端部分と、この第1上端部分の接合する端部とは反対側の端部の端面と連続する上端面から下端面に向かうにつれて水平方向の外形寸法が徐々に大きくなるよう形成されている第1下端部分とを有する第1接合部材と、
接合する端部が開口した中空状の下柱部材の上端面に一体的に接合される第2下端部分と、この第2下端部分の接合する端部とは反対側の端部の端面と連続する下端面から上端面に向かうにつれて水平方向の外形寸法が徐々に大きくなるよう形成されると共に、前記第1下端部分と互いに面接触する第2上端部分とを有する第2接合部材と、
前記第1下端部分と前記第2上端部分に対応する凹部を有し、この凹部が互いに面接触した状態の前記第1下端部分と前記第2上端部分の周面に押圧されることにより、前記上柱部材と前記下柱部材をこの長さ方向に連結することを可能とする1対の半環状部材と
を備えたことを特徴とする柱継手構造。
A first upper end portion that is integrally joined to a lower end surface of a hollow upper column member having an open end to be joined, and an end face of the end opposite to the end to be joined of the first upper end portion are continuous. A first joining member having a first lower end portion formed so that an outer dimension in the horizontal direction gradually increases from the upper end surface toward the lower end surface ;
A second lower end portion that is integrally joined to the upper end surface of the hollow lower column member that is open at the end to be joined, and the end surface of the end opposite to the end to be joined of the second lower end portion is continuous. A second joining member that is formed such that the outer dimension in the horizontal direction gradually increases from the lower end surface toward the upper end surface, and has a second upper end portion that is in surface contact with the first lower end portion;
By having a recess corresponding to the first lower end portion and the second upper end portion, the recess is pressed against the peripheral surfaces of the first lower end portion and the second upper end portion in a state of surface contact with each other, A column joint structure comprising: a pair of semi-annular members that allow the upper column member and the lower column member to be coupled in the length direction.
前記第1下端部分と前記第2上端部分の上端面から下端面までにわたる側面には凸状テーパ面が形成され、
前記1対の半環状部材の凹部は、前記第1下端部分と前記第2上端部分に対応する凹状テーパ面が形成されている
ことを特徴とする請求項1に記載の柱継手構造。
Convex taper surfaces are formed on the side surfaces extending from the upper end surface to the lower end surface of the first lower end portion and the second upper end portion,
2. The column joint structure according to claim 1, wherein concave portions of the pair of semi-annular members are formed with concave tapered surfaces corresponding to the first lower end portion and the second upper end portion.
前記第1下端部分の下端部と前記第2上端部分の上端部の水平方向の外形寸法が、大きくとも前記上柱部材及び前記下柱部材の水平断面の外形寸法と同等に形成されている
ことを特徴とする請求項1又は2に記載の柱継手構造。
The horizontal outer dimensions of the lower end of the first lower end portion and the upper end of the second upper end portion are formed to be equal to the outer cross sectional dimensions of the upper column member and the lower column member at most. The column joint structure according to claim 1, wherein:
前記上柱部材及び前記下柱部材は角筒状に形成され、
前記1対の半環状部材の互いに接する各端部同士の接触面は、互いに水平断面が揃って配置された前記上柱部材及び前記下柱部材の対角線の方向と一致するように配置されている
ことを特徴とする請求項1ないし請求項3のいずれかに記載の柱継手構造。
The upper column member and the lower column member are formed in a rectangular tube shape,
The contact surfaces of the ends of the pair of semi-annular members that are in contact with each other are arranged so as to coincide with the diagonal directions of the upper column member and the lower column member that are arranged with horizontal cross sections aligned with each other. The column joint structure according to any one of claims 1 to 3, wherein
前記1対の半環状部材の互いに接する各端部同士には複数のネジ締結用の貫通孔がそれぞれ互いに対応する位置に形成されて、
前記1対の半環状部材の接合は前記貫通孔を貫通するボルトとナットとのネジ締結により行なうようになっている
ことを特徴とする請求項1ないし請求項4のいずれかに記載の柱継手構造。
A plurality of screw fastening through holes are formed at positions corresponding to each other at the ends of the pair of semi-annular members that are in contact with each other,
The column joint according to any one of claims 1 to 4, wherein the pair of semi-annular members are joined by screw fastening of a bolt and a nut penetrating the through hole. Construction.
前記第1接合部材及び前記第2接合部材は上下方向の軸線の周りに軸孔が開口した中空断面を有し、
前記第1接合部材及び前記第2接合部材の最も薄い水平断面の肉厚は前記上柱部材及び前記下柱部材の水平断面の肉厚よりも厚く形成されている
ことを特徴とする請求項1ないし請求項5のいずれかに記載の柱継手構造。
The first joining member and the second joining member have a hollow cross section in which an axial hole is opened around an axis in the vertical direction,
The thickness of the thinnest horizontal section of each of the first joining member and the second joining member is formed to be thicker than the thickness of the horizontal section of each of the upper column member and the lower column member. The column joint structure according to claim 5.
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