JP2009102879A - Rod-like steel member connection structure and connection method - Google Patents

Rod-like steel member connection structure and connection method Download PDF

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JP2009102879A
JP2009102879A JP2007275430A JP2007275430A JP2009102879A JP 2009102879 A JP2009102879 A JP 2009102879A JP 2007275430 A JP2007275430 A JP 2007275430A JP 2007275430 A JP2007275430 A JP 2007275430A JP 2009102879 A JP2009102879 A JP 2009102879A
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rod
shaped steel
members
end surface
pair
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Mikio Mitsuma
幹夫 三間
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Toyo Tire Corp
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Toyo Tire and Rubber Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rod-like steel member connection structure which facilitates connection work of rod-like steel members, and to provide a rod-like steel member connection method. <P>SOLUTION: According to the connection structure, an end face member 14 is connected to an end face of each of the pairing rod-like steel members 1 by following a bent portion 13, and a plate-like insertion member 2 is inserted between the linearly arranged rod-like steel members 1 such that the end face members 14 are opposed to each other. In such a manner by inserting the insertion member 2 between the end face members 14 each connected to the end face of the rod-like steel member 1 along the bent portion 13, the rod-like steel members 1 can be linearly held with a gap secured between both ends. Therefore, by connecting the ends of the rod-like steel members 1 together in this state, the connection work is facilitated. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、1対の棒状鉄骨部材を一直線状に配置して端部同士を接合するための棒状鉄骨部材の接合構造及び接合方法に関するものである。   TECHNICAL FIELD The present invention relates to a joining structure and joining method of rod-shaped steel members for arranging a pair of rod-shaped steel members in a straight line and joining the ends thereof.

従来から、断面形状がH字形状からなるH型鋼などの棒状鉄骨部材が、建造物の骨格部材として用いられている。この種の棒状鉄骨部材は、通常、搬送しやすいように適度な長さで切断されており、作業現場において、複数本の棒状鉄骨部材が必要に応じて一直線状に配置され、端部同士が接合されることにより、1本の長い棒状鉄骨部材が形成されるようになっている(例えば、特許文献1参照)。   Conventionally, rod-shaped steel members such as H-shaped steel having an H-shaped cross-section have been used as skeleton members of buildings. This type of rod-shaped steel member is usually cut at an appropriate length so that it can be easily transported, and at the work site, a plurality of rod-shaped steel members are arranged in a straight line as necessary, and the ends are connected to each other. By joining, one long rod-shaped steel member is formed (for example, refer to patent documents 1).

図11は、従来の棒状鉄骨部材301の接合方法を示した斜視図である。この図11では、棒状鉄骨部材301の一例として、それぞれ断面形状がH字形状からなる1対の棒状鉄骨部材301を接合する場合が示されている。これらの棒状鉄骨部材301は、互いに平行に延びる1対の平行板部311と、これらの平行板部311に対して垂直方向に延び、平行板部311の中央部同士を連結する垂直板部312とが一体的に形成されることにより構成されている。   FIG. 11 is a perspective view showing a conventional method for joining rod-shaped steel members 301. FIG. 11 shows a case where a pair of rod-shaped steel members 301 each having an H-shaped cross section are joined as an example of the rod-shaped steel members 301. These rod-shaped steel frame members 301 have a pair of parallel plate portions 311 extending in parallel to each other and a vertical plate portion 312 extending in a direction perpendicular to the parallel plate portions 311 and connecting the central portions of the parallel plate portions 311 to each other. Are integrally formed.

端部同士の接合方法としては、図11に示すような連結板304を用いた方法が一般的である。より具体的には、1対の棒状鉄骨部材301が一直線状に配置されることにより、対応する平行板部311同士及び垂直板部312同士がそれぞれ同一平面内に延びるように保持された状態で、それらの平行板部311間及び垂直板部312間にそれぞれ連結板304が架け渡され、これらの連結板304が平行板部311間及び垂直板部312間にそれぞれボルト等の連結具(図示せず)を用いて固定される。   As a method for joining the end portions, a method using a connecting plate 304 as shown in FIG. 11 is common. More specifically, by arranging a pair of rod-shaped steel members 301 in a straight line, the corresponding parallel plate portions 311 and vertical plate portions 312 are held so as to extend in the same plane. The connection plates 304 are bridged between the parallel plate portions 311 and between the vertical plate portions 312, and the connection plates 304 are connected between the parallel plate portions 311 and the vertical plate portions 312, respectively, such as bolts (see FIG. (Not shown).

複数本の棒状鉄骨部材301を上下方向に一直線状に連結する場合、連結後に形成される1本の棒状鉄骨部材の長さを調整するために、互いに隣接する1対の棒状鉄骨部材301が、図11に示すように、端部同士に所定の間隔Cが形成された状態で接合される場合がある。このような場合、互いに隣接する1対の棒状鉄骨部材301は、それらの端部間に上記間隔Cが形成されるようにレッカー等の据付機械を用いて保持された状態で、端部同士を接合する作業が行われる。   When connecting a plurality of rod-shaped steel members 301 in a straight line in the vertical direction, in order to adjust the length of one rod-shaped steel member formed after the connection, a pair of rod-shaped steel members 301 adjacent to each other are As shown in FIG. 11, there is a case where the end portions are joined in a state where a predetermined interval C is formed. In such a case, the pair of rod-shaped steel members 301 adjacent to each other are held between the ends while being held using an installation machine such as a wrecker so that the gap C is formed between the ends. Joining work is performed.

特開2005−282019号公報JP 2005-282019 A

しかしながら、上記のような従来技術では、各棒状鉄骨部材301の端部同士を接合する作業が終了するまで、端部間に上記間隔Cが形成された状態で棒状鉄骨部材301を保持しておかなければならないため、作業効率が悪く、棒状鉄骨部材301の接合作業が比較的難しいという問題があった。   However, in the prior art as described above, the rod-shaped steel member 301 is held with the gap C formed between the ends until the operation of joining the ends of the rod-shaped steel members 301 is completed. Therefore, there is a problem that the work efficiency is poor and the joining work of the rod-shaped steel member 301 is relatively difficult.

本発明は、上記実情に鑑みてなされたものであり、棒状鉄骨部材の接合作業を容易化することができる棒状鉄骨部材の接合構造及び接合方法を提供することを目的とする。   This invention is made | formed in view of the said situation, and it aims at providing the joining structure and joining method of a rod-shaped steel member which can facilitate the joining operation | work of a rod-shaped steel member.

第1の本発明に係る棒状鉄骨部材の接合構造は、それぞれ端部から長手方向に沿って延びる屈曲部が形成された1対の棒状鉄骨部材の端部同士を接合するための棒状鉄骨部材の接合構造であって、上記1対の棒状鉄骨部材の各端面に上記屈曲部に沿って結合され、各棒状鉄骨部材の長手方向に対して直交方向に延びる板状の端面部材と、上記端面部材が互いに対向するように一直線状に配置された上記1対の棒状鉄骨部材間に挿入され、上記端面部材間に挟持される板状の挿入部材とを備えたことを特徴とする。   The joining structure of the rod-shaped steel member according to the first aspect of the present invention is a rod-shaped steel member for joining the ends of a pair of rod-shaped steel members each formed with a bent portion extending in the longitudinal direction from each end. A plate-like end surface member that is joined to each end surface of the pair of rod-shaped steel members along the bent portion and extends in a direction perpendicular to the longitudinal direction of each rod-shaped steel member, and the end surface member. And a plate-like insertion member inserted between the pair of rod-shaped steel members arranged in a straight line so as to face each other and sandwiched between the end surface members.

このような構成によれば、1対の棒状鉄骨部材の各端面に屈曲部に沿って結合された端面部材間に挿入部材を挿入することにより、これらの棒状鉄骨部材を端部間に間隔が形成された状態で一直線状に保持することができる。したがって、この状態で各棒状鉄骨部材の端部同士を接合することにより、接合作業を容易に行うことができる。特に、各棒状鉄骨部材の端面だけでなく、各端面に結合された端面部材も挿入部材に当接させて当該挿入部材を挟持することができるので、挿入部材を安定して配置することができる。   According to such a configuration, by inserting the insertion member between the end surface members joined along the bent portion to each end surface of the pair of rod-shaped steel members, the distance between the end portions of the rod-shaped steel members is increased. In a formed state, it can be held in a straight line. Therefore, joining operation | work can be easily performed by joining the edge parts of each rod-shaped steel frame member in this state. In particular, not only the end surface of each rod-shaped steel member but also the end surface member coupled to each end surface can be brought into contact with the insertion member to sandwich the insertion member, so that the insertion member can be stably disposed. .

また、各棒状鉄骨部材の端面に端面部材が結合されているので、1対の棒状鉄骨部材を上下方向に一直線状に配置する場合には、端面部材間に挿入部材を挿入する前に端面部材同士を一旦当接させることにより、1対の棒状鉄骨部材を安定して保持しておくことができる。したがって、接合作業中に端部間に間隔が形成された状態で棒状鉄骨部材を長時間保持しておく必要がなく、挿入部材の挿入時にのみ各端部を離間させて挿入すればよいので、棒状鉄骨部材の接合作業をより容易化することができる。   Moreover, since the end surface member is couple | bonded with the end surface of each rod-shaped steel frame member, when arrange | positioning a pair of rod-shaped steel frame member in the straight line shape to an up-down direction, it is an end surface member before inserting an insertion member between end surface members. A pair of rod-shaped steel members can be stably held by bringing them into contact with each other once. Therefore, it is not necessary to hold the rod-shaped steel member for a long time in a state in which a gap is formed between the end portions during the joining work, and it is only necessary to insert each end portion apart at the time of insertion of the insertion member. The joining operation of the rod-shaped steel member can be facilitated.

第2の本発明に係る棒状鉄骨部材の接合構造は、上記端面部材及び上記挿入部材には、上記端面部材間に上記挿入部材が挟持された状態で互いに連通する貫通孔がそれぞれ形成されており、これらの貫通孔に連結具が挿入されることを特徴とする。   In the joining structure of the rod-shaped steel member according to the second aspect of the present invention, the end surface member and the insertion member are each formed with a through-hole that communicates with each other in a state where the insertion member is sandwiched between the end surface members. The connecting tool is inserted into these through holes.

このような構成によれば、端面部材及び挿入部材にそれぞれ形成されている貫通孔に連結具を挿入して固定するという簡単な作業により、端面部材間に挿入部材が挟持された状態で1対の棒状鉄骨部材を強固に連結することができるので、棒状鉄骨部材の接合作業をより容易化することができる。   According to such a configuration, the pair of insertion members is sandwiched between the end surface members by a simple operation of inserting and fixing the coupling tool in the through holes formed in the end surface member and the insertion member, respectively. Therefore, the joining work of the rod-shaped steel members can be facilitated.

また、1対の棒状鉄骨部材を上下方向に対して傾斜方向に沿って一直線状に配置する場合には、端面部材間に挿入部材を挿入した後、端面部材及び挿入部材の貫通孔に連結具を挿入して仮止めしておくことにより、挿入部材が落下するのを防止することができるので、棒状鉄骨部材の接合作業をさらに容易化することができる。   Further, when the pair of rod-shaped steel members are arranged in a straight line along the inclined direction with respect to the vertical direction, after the insertion member is inserted between the end surface members, the connecting member is inserted into the through hole of the end surface member and the insertion member. Since the insertion member can be prevented from falling by inserting and temporarily fixing, the joining work of the rod-shaped steel member can be further facilitated.

第3の本発明に係る棒状鉄骨部材の接合方法は、それぞれ端部から長手方向に沿って延びる屈曲部が形成された1対の棒状鉄骨部材の各端面に、各棒状鉄骨部材の長手方向に対して直交方向に延びる板状の端面部材を上記屈曲部に沿って結合する端面部材結合ステップと、上記端面部材が互いに対向するように一直線状に配置された上記1対の棒状鉄骨部材間に板状の挿入部材を挿入することにより、上記端面部材間に上記挿入部材を挟持させる挿入部材挿入ステップとを備えたことを特徴とする。   In the method for joining rod-shaped steel members according to the third aspect of the present invention, each end surface of a pair of rod-shaped steel members each formed with a bent portion extending in the longitudinal direction from each end portion is provided in the longitudinal direction of each rod-shaped steel member. An end face member coupling step for joining plate-like end face members extending in an orthogonal direction along the bent portion, and the pair of rod-shaped steel members arranged in a straight line so that the end face members face each other. And an insertion member inserting step of sandwiching the insertion member between the end surface members by inserting a plate-like insertion member.

このような構成によれば、1対の棒状鉄骨部材の各端面に屈曲部に沿って結合された端面部材間に挿入部材を挿入することにより、これらの棒状鉄骨部材を端部間に間隔が形成された状態で一直線状に保持することができる。したがって、この状態で各棒状鉄骨部材の端部同士を接合することにより、接合作業を容易に行うことができる。特に、各棒状鉄骨部材の端面だけでなく、各端面に結合された端面部材も挿入部材に当接させて当該挿入部材を挟持することができるので、挿入部材を安定して配置することができる。   According to such a configuration, by inserting the insertion member between the end surface members joined along the bent portion to each end surface of the pair of rod-shaped steel members, the distance between the end portions of the rod-shaped steel members is increased. In a formed state, it can be held in a straight line. Therefore, joining operation | work can be easily performed by joining the edge parts of each rod-shaped steel frame member in this state. In particular, not only the end surface of each rod-shaped steel member but also the end surface member coupled to each end surface can be brought into contact with the insertion member to sandwich the insertion member, so that the insertion member can be stably disposed. .

第4の本発明に係る棒状鉄骨部材の接合方法は、上記端面部材が互いに当接するように上記1対の棒状鉄骨部材を上下方向に一直線状に配置する棒状鉄骨部材配置ステップを備え、上記挿入部材挿入ステップは、上記1対の棒状鉄骨部材を互いに離間させ、それらの棒状鉄骨部材間に上記挿入部材を挿入することにより、上記端面部材間に上記挿入部材を挟持させることを特徴とする。   A method for joining rod-shaped steel members according to a fourth aspect of the present invention includes a rod-shaped steel member arrangement step in which the pair of rod-shaped steel members are arranged in a straight line in the vertical direction so that the end surface members come into contact with each other. The member insertion step is characterized in that the pair of rod-shaped steel members are separated from each other, and the insertion member is inserted between the rod-shaped steel members, thereby sandwiching the insertion member between the end surface members.

このような構成によれば、端面部材間に挿入部材を挿入する前に、1対の棒状鉄骨部材を上下方向に一直線状に配置して、各棒状鉄骨部材の端面に結合されている端面部材同士を一旦当接させることにより、1対の棒状鉄骨部材を安定して保持しておくことができる。したがって、接合作業中に端部間に間隔が形成された状態で棒状鉄骨部材を長時間保持しておく必要がなく、挿入部材の挿入時にのみ各端部を離間させて挿入すればよいので、棒状鉄骨部材の接合作業をより容易化することができる。   According to such a configuration, before inserting the insertion member between the end surface members, the pair of rod-shaped steel members are arranged in a straight line in the vertical direction, and the end surface members are coupled to the end surfaces of the respective rod-shaped steel members. A pair of rod-shaped steel members can be stably held by bringing them into contact with each other once. Therefore, it is not necessary to hold the rod-shaped steel member for a long time in a state in which a gap is formed between the end portions during the joining work, and it is only necessary to insert each end portion apart at the time of insertion of the insertion member. The joining operation of the rod-shaped steel member can be facilitated.

本発明によれば、1対の棒状鉄骨部材の各端面に屈曲部に沿って結合された端面部材間に挿入部材を挿入することにより、これらの棒状鉄骨部材を端部間に間隔が形成された状態で一直線状に保持することができるので、この状態で各棒状鉄骨部材の端部同士を接合することにより、接合作業を容易に行うことができる。また、各棒状鉄骨部材の端面に端面部材が結合されているので、1対の棒状鉄骨部材を上下方向に一直線状に配置する場合には、端面部材間に挿入部材を挿入する前に端面部材同士を一旦当接させることにより、1対の棒状鉄骨部材を安定して保持しておくことができ、挿入部材の挿入時にのみ各端部を離間させて挿入すればよいので、棒状鉄骨部材の接合作業をより容易化することができる。   According to the present invention, by inserting the insertion member between the end surface members joined along the bent portion to each end surface of the pair of rod-shaped steel members, a space is formed between the end portions of these rod-shaped steel members. Since it can hold | maintain in a straight line in the state which joined, the joining operation | work can be easily performed by joining the edge parts of each rod-shaped steel frame member in this state. Moreover, since the end surface member is couple | bonded with the end surface of each rod-shaped steel frame member, when arrange | positioning a pair of rod-shaped steel frame member in the straight line shape to an up-down direction, it is an end surface member before inserting an insertion member between end surface members. By bringing them into contact with each other, a pair of rod-shaped steel members can be stably held, and it is only necessary to insert the end portions apart from each other only when inserting the insertion member. The joining operation can be facilitated.

<第1実施形態>
図1は、本発明の第1実施形態に係る棒状鉄骨部材1の接合構造の一例を示した斜視図である。また、図2は、図1に示した棒状鉄骨部材1のA−A断面図である。図1及び図2では、棒状鉄骨部材1の一例として、それぞれH字形状の断面形状を有するH型鋼からなる1対の棒状鉄骨部材1が、上下方向に一直線状に配置されて接合される場合が示されている。各棒状鉄骨部材1は、互いに平行に延びる1対の平行板部11と、これらの平行板部11に対して垂直方向に延び、平行板部11の中央部同士を連結する垂直板部12とが一体的に形成されることにより構成されている。
<First Embodiment>
FIG. 1 is a perspective view showing an example of a joining structure of a rod-shaped steel member 1 according to the first embodiment of the present invention. Moreover, FIG. 2 is AA sectional drawing of the rod-shaped steel frame member 1 shown in FIG. In FIG. 1 and FIG. 2, as an example of a rod-shaped steel member 1, a pair of rod-shaped steel members 1 made of H-shaped steel each having an H-shaped cross section are arranged in a straight line in the vertical direction and joined. It is shown. Each rod-shaped steel frame member 1 includes a pair of parallel plate portions 11 extending in parallel to each other, a vertical plate portion 12 extending in a direction perpendicular to the parallel plate portions 11 and connecting the central portions of the parallel plate portions 11 to each other. Are formed integrally.

このような構成により、棒状鉄骨部材1における各平行板部11と垂直板部12との結合部には、それぞれ直角に屈曲した屈曲部13が形成され、この屈曲部13が棒状鉄骨部材1の端部から長手方向、すなわち上下方向に沿って延びている。より具体的には、垂直板部12の一方の面側は、各平行板部11との結合部に屈曲部13が形成されることによりコ字状に屈曲した形状となっており、垂直板部12の他方の面側も、各平行板部11との結合部に屈曲部13が形成されることによりコ字状に屈曲した形状となっている。   With such a configuration, a bent portion 13 that is bent at a right angle is formed at a joint portion between each parallel plate portion 11 and the vertical plate portion 12 in the rod-shaped steel member 1, and the bent portion 13 is formed on the rod-shaped steel member 1. It extends along the longitudinal direction from the end, that is, the vertical direction. More specifically, one surface side of the vertical plate portion 12 is bent in a U shape by forming a bent portion 13 at a joint portion with each parallel plate portion 11. The other surface side of the portion 12 is also bent in a U shape by forming a bent portion 13 at a joint portion with each parallel plate portion 11.

本実施形態では、上記のような建造物の骨格部材として一般的に用いられているH型鋼からなる各棒状鉄骨部材1の端面に、板状の端面部材14が屈曲部13に沿って溶接等により結合されている。すなわち、各棒状鉄骨部材1の端面における垂直板部12の一方の面側に形成されたコ字状の屈曲部分、及び、垂直板部12の他方の面側に形成されたコ字状の屈曲部分に、それぞれ矩形形状からなる端面部材14が結合されることにより、各棒状鉄骨部材1が、図2に示すように平面視で矩形形状に形成されている。各端面部材14は、各棒状鉄骨部材1の長手方向に対して直交方向、すなわち水平方向に延びるように結合されている。   In the present embodiment, a plate-like end surface member 14 is welded along the bent portion 13 to the end surface of each rod-shaped steel frame member 1 made of H-shaped steel that is generally used as a skeleton member of a building as described above. Are combined. That is, a U-shaped bent portion formed on one surface side of the vertical plate portion 12 on the end face of each rod-shaped steel member 1 and a U-shaped bent portion formed on the other surface side of the vertical plate portion 12. By joining the end face members 14 each having a rectangular shape to each portion, each rod-like steel member 1 is formed in a rectangular shape in plan view as shown in FIG. Each end surface member 14 is coupled so as to extend in a direction perpendicular to the longitudinal direction of each rod-shaped steel member 1, that is, in the horizontal direction.

各平行板部11の端部には、その厚さ方向、すなわち水平方向に貫通する貫通孔11Aが形成されている。また、各端面部材14には、その厚さ方向、すなわち上下方向に貫通する貫通孔14Aが形成されている。この例では、各平行板部11及び各端面部材14に、それぞれ2つの貫通孔11A,14Aが形成された構成が示されているが、このような構成に限らず、各平行板部11又は各端面部材14に貫通孔11A,14Aが1つだけ形成されたような構成であってもよいし、3つ以上形成されたような構成であってもよい。   A through hole 11 </ b> A that penetrates in the thickness direction, that is, the horizontal direction is formed at the end of each parallel plate portion 11. Each end face member 14 is formed with a through-hole 14A penetrating in the thickness direction, that is, in the vertical direction. In this example, a configuration in which two through holes 11A and 14A are formed in each parallel plate portion 11 and each end face member 14 is shown, but the configuration is not limited to such a configuration, and each parallel plate portion 11 or Each end face member 14 may have a configuration in which only one through hole 11A, 14A is formed, or may have a configuration in which three or more are formed.

1対の棒状鉄骨部材1は、各端面部材14が互いに対向するように上下方向に一直線状に配置され、それらの端面部材14間には、板状の挿入部材2が挿入されて挟持されている。この挿入部材2は、金属材料により形成されており、1対の棒状鉄骨部材1の端面部材14間に配置されることにより、シム又はスペーサーとして機能するものである。挿入部材2は、1対の棒状鉄骨部材1の端部間に形成すべき間隔に対応する厚さに形成される。   The pair of rod-shaped steel members 1 are arranged in a straight line in the vertical direction so that the end face members 14 face each other, and a plate-like insertion member 2 is inserted and sandwiched between the end face members 14. Yes. The insertion member 2 is made of a metal material, and functions as a shim or a spacer by being disposed between the end surface members 14 of the pair of rod-shaped steel members 1. The insertion member 2 is formed to a thickness corresponding to the interval to be formed between the ends of the pair of rod-shaped steel member 1.

図3は、図1に示した挿入部材2の斜視図である。挿入部材2は、棒状鉄骨部材1の端面及び当該端面に対して屈曲部13に沿って結合された端面部材14に対応する矩形形状、すなわち、図2に示した棒状鉄骨部材1の平面形状に対応する形状に形成されている。   FIG. 3 is a perspective view of the insertion member 2 shown in FIG. The insertion member 2 has a rectangular shape corresponding to the end surface of the rod-shaped steel member 1 and the end surface member 14 coupled to the end surface along the bent portion 13, that is, the planar shape of the rod-shaped steel member 1 shown in FIG. It is formed in a corresponding shape.

挿入部材2には、その厚さ方向に貫通する貫通孔2Aが形成されている。この例では、挿入部材2には4つの貫通孔2Aが形成されており、その数は棒状鉄骨部材1の端面に結合されている2つの端面部材14に形成された貫通孔14Aの数に対応している。挿入部材2に形成された貫通孔2Aの形状及び配置は、棒状鉄骨部材1の端面に結合されている2つの端面部材14に形成された貫通孔14Aの形状及び配置に対応している。   The insertion member 2 is formed with a through hole 2A penetrating in the thickness direction. In this example, four through-holes 2A are formed in the insertion member 2, and the number thereof corresponds to the number of through-holes 14A formed in the two end surface members 14 coupled to the end surfaces of the rod-shaped steel member 1. is doing. The shape and arrangement of the through holes 2A formed in the insertion member 2 correspond to the shapes and arrangement of the through holes 14A formed in the two end surface members 14 coupled to the end surfaces of the rod-shaped steel member 1.

これにより、1対の棒状鉄骨部材1の端面部材14間に挿入部材2が挟持された状態では、挿入部材2及び端面部材14にそれぞれ形成された対応する貫通孔2A,14Aが連通し、図1に示すように、これらの貫通孔2A,14Aにボルト等の連結具3を挿入することができるようになっている。したがって、貫通孔2A,14Aに挿入した連結具3を用いて、1対の棒状鉄骨部材1の端面部材14同士を固定することにより、これらの端面部材14間に挿入部材2を強固に挟持することができる。   Thus, in a state where the insertion member 2 is sandwiched between the end surface members 14 of the pair of rod-shaped steel members 1, the corresponding through holes 2A and 14A respectively formed in the insertion member 2 and the end surface member 14 communicate with each other. As shown in FIG. 1, a connector 3 such as a bolt can be inserted into these through holes 2A and 14A. Therefore, the insertion member 2 is firmly sandwiched between these end surface members 14 by fixing the end surface members 14 of the pair of rod-shaped steel members 1 using the connector 3 inserted into the through holes 2A and 14A. be able to.

1対の棒状鉄骨部材1は、上記のように端面部材14同士が固定されるだけでなく、図1に示すように、連結板4を介して平行板部11同士も固定されるようになっている。連結板4は金属材料により形成された板状部材であり、一直線状に配置された1対の棒状鉄骨部材1において上下方向に沿った同一面内に延びる平行板部11間に、それらの平行板部11に当接するようにして連結板4が架け渡される。   As shown in FIG. 1, the pair of rod-shaped steel members 1 are not only fixed to the end face members 14 as described above, but also fixed to the parallel plate portions 11 via the connecting plate 4. ing. The connecting plate 4 is a plate-like member formed of a metal material, and is parallel between the parallel plate portions 11 extending in the same plane along the vertical direction in a pair of rod-like steel members 1 arranged in a straight line. The connecting plate 4 is bridged so as to come into contact with the plate portion 11.

連結板4には、平行板部11に形成された貫通孔11Aに対応する位置に貫通孔(図示せず)が形成されており、平行板部11及び連結板4にそれぞれ形成された対応する貫通孔にボルト等の連結具3を挿入して固定することにより、1対の棒状鉄骨部材1をさらに強固に連結することができる。なお、図1では、連結板4に固定される連結具3が一部省略して示されているが、連結具3は、1対の棒状鉄骨部材1に形成された貫通孔11Aと同数用意され、それらの連結具3がそれぞれ対応する貫通孔11Aに挿入されて固定される。   A through hole (not shown) is formed in the connecting plate 4 at a position corresponding to the through hole 11 </ b> A formed in the parallel plate portion 11, and corresponding holes formed in the parallel plate portion 11 and the connecting plate 4, respectively. By inserting and fixing the connecting tool 3 such as a bolt into the through hole, the pair of rod-shaped steel members 1 can be more firmly connected. In FIG. 1, a part of the connecting tool 3 fixed to the connecting plate 4 is omitted, but the same number of connecting tools 3 as the through holes 11 </ b> A formed in the pair of rod-shaped steel members 1 are prepared. These connecting tools 3 are inserted into the corresponding through holes 11A and fixed.

本実施形態では、1対の棒状鉄骨部材1の各端面に屈曲部13に沿って結合された端面部材14間に挿入部材2を挿入することにより、これらの棒状鉄骨部材1を端部間に間隔が形成された状態で一直線状に保持することができる。したがって、この状態で各棒状鉄骨部材1の端部同士を接合することにより、接合作業を容易に行うことができる。特に、各棒状鉄骨部材1の端面だけでなく、各端面に結合された端面部材14も挿入部材2に当接させて当該挿入部材2を挟持することができるので、挿入部材2を安定して配置することができる。   In this embodiment, by inserting the insertion member 2 between the end surface members 14 coupled along the bent portion 13 to each end surface of the pair of rod-shaped steel member 1, the rod-shaped steel member 1 is inserted between the end portions. It can be held in a straight line with a space formed. Therefore, joining operation | work can be easily performed by joining the edge parts of each rod-shaped steel frame member 1 in this state. In particular, not only the end surface of each rod-shaped steel member 1 but also the end surface member 14 coupled to each end surface can be brought into contact with the insertion member 2 so that the insertion member 2 can be clamped. Can be arranged.

また、本実施形態では、端面部材14及び挿入部材2にそれぞれ形成されている貫通孔14A,2Aに連結具3を挿入して固定するという簡単な作業により、端面部材14間に挿入部材2が挟持された状態で1対の棒状鉄骨部材1を強固に連結することができるので、棒状鉄骨部材1の接合作業をより容易化することができる。   Moreover, in this embodiment, the insertion member 2 is inserted between the end surface members 14 by a simple operation of inserting and fixing the connector 3 in the through holes 14A and 2A formed in the end surface member 14 and the insertion member 2, respectively. Since the pair of rod-shaped steel members 1 can be firmly connected while being sandwiched, the joining operation of the rod-shaped steel members 1 can be facilitated.

図4は、棒状鉄骨部材1を接合するまでの態様を示したフローチャートである。この図4に示すように、各棒状鉄骨部材1には、工場で予め端面部材14が溶接等により結合され(ステップS101)、端面部材14が結合された状態で各棒状鉄骨部材1が作業現場へ搬送される(ステップS102)。   FIG. 4 is a flowchart showing a mode until the rod-shaped steel member 1 is joined. As shown in FIG. 4, the end surface member 14 is connected to each rod-shaped steel member 1 by welding or the like in advance at the factory (step S101), and the end surface member 14 is connected to each bar-shaped steel member 1 at the work site. (Step S102).

作業現場では、レッカー等の据付機械を用いて各棒状鉄骨部材1が任意に配置されるとともに(ステップS103)、一直線状に配置される棒状鉄骨部材1間には、必要に応じて挿入部材2が挿入される(ステップS104)。このとき、一直線状に配置される棒状鉄骨部材1は、それらの端面部材14に形成されている貫通孔14A及び挿入部材2に形成されている貫通孔2Aに連結具3が挿入されることにより、互いに仮止めされる(ステップS105)。   At the work site, each bar-shaped steel frame member 1 is arbitrarily arranged using an installation machine such as a wrecker (step S103), and between the bar-shaped steel frame members 1 arranged in a straight line, an insertion member 2 is necessary. Is inserted (step S104). At this time, the rod-shaped steel members 1 arranged in a straight line are inserted into the through holes 14A formed in the end surface members 14 and the through holes 2A formed in the insertion member 2 so that the connecting tool 3 is inserted. Are temporarily fixed to each other (step S105).

その後、連結板4が連結具3を用いて棒状鉄骨部材1間に取り付けられるなどして、各棒状鉄骨部材1に形成されている全ての貫通孔11A,14Aに連結具3が挿入され、それらの連結具3が強固に固定されることにより、棒状鉄骨部材1の接合作業が完了する(ステップS106)。   After that, the connecting plate 4 is attached between the rod-shaped steel members 1 using the connecting tools 3, and the connecting tools 3 are inserted into all the through holes 11A, 14A formed in each of the rod-shaped steel members 1. When the connecting tool 3 is firmly fixed, the joining work of the rod-shaped steel member 1 is completed (step S106).

図5は、1対の棒状鉄骨部材1を上下方向に一直線状に配置する際の態様を示した斜視図である。図4のステップS103に示した各棒状鉄骨部材1を配置する作業において、1対の棒状鉄骨部材1を上下方向に一直線状に配置する場合には、図5に示すように、端面部材14間に挿入部材2を挿入する前に、1対の棒状鉄骨部材1の各端面に結合されている端面部材14同士を一旦当接させるようになっている。   FIG. 5 is a perspective view showing an aspect when a pair of rod-shaped steel members 1 are arranged in a straight line in the vertical direction. In the operation of arranging each bar-shaped steel member 1 shown in step S103 of FIG. 4, when a pair of bar-shaped steel members 1 are arranged in a straight line in the vertical direction, as shown in FIG. Before the insertion member 2 is inserted, the end surface members 14 coupled to the end surfaces of the pair of rod-like steel members 1 are once brought into contact with each other.

このようにして1対の棒状鉄骨部材1を安定して保持しておき、その後、図4のステップS104に示した挿入部材2を挿入する作業を行う際には、1対の棒状鉄骨部材1の各端面部材14を互いに離間させ、それらの端面部材14間に挿入部材2を挿入する。したがって、接合作業中に端部間に間隔が形成された状態で棒状鉄骨部材1を長時間保持しておく必要がなく、挿入部材2の挿入時にのみ各端部を離間させて挿入すればよいので、棒状鉄骨部材1の接合作業をより容易化することができる。   In this way, the pair of rod-shaped steel members 1 is stably held, and then when the operation of inserting the insertion member 2 shown in step S104 of FIG. 4 is performed, the pair of rod-shaped steel members 1 These end surface members 14 are separated from each other, and the insertion member 2 is inserted between the end surface members 14. Therefore, it is not necessary to hold the rod-shaped steel member 1 for a long time in a state in which a gap is formed between the end portions during the joining work, and it is only necessary to insert the end portions apart from each other only when the insertion member 2 is inserted. Therefore, the joining operation of the rod-shaped steel member 1 can be further facilitated.

図6は、1対の棒状鉄骨部材1を水平方向に一直線状に配置して仮止めする際の態様を示した斜視図である。図4のステップS103及びステップS104において、1対の棒状鉄骨部材1を水平方向に一直線状に配置するとともに、それらの棒状鉄骨部材1間に挿入部材2をした場合には、その後に各棒状鉄骨部材1の貫通孔14A及び挿入部材2の貫通孔2Aに連結具3が挿入されることにより、図6に示すような状態で棒状鉄骨部材1同士が仮止めされる。   FIG. 6 is a perspective view showing a mode in which a pair of rod-shaped steel members 1 are arranged in a straight line in the horizontal direction and temporarily fixed. In step S103 and step S104 of FIG. 4, when a pair of rod-shaped steel members 1 are arranged in a straight line in the horizontal direction and the insertion member 2 is interposed between the rod-shaped steel members 1, each rod-shaped steel frame is thereafter By inserting the connector 3 into the through hole 14A of the member 1 and the through hole 2A of the insertion member 2, the rod-shaped steel members 1 are temporarily fixed in a state as shown in FIG.

この図6からも明らかなように、本実施形態では、1対の棒状鉄骨部材1を上下方向に対して傾斜方向に沿って一直線状に配置する場合には、端面部材14間に挿入部材2を挿入した後、端面部材14及び挿入部材2の貫通孔14A,2Aに連結具3を挿入して仮止めしておくことにより、挿入部材2が落下するのを防止することができる。したがって、棒状鉄骨部材の接合作業をさらに容易化することができる。   As apparent from FIG. 6, in this embodiment, when the pair of rod-shaped steel members 1 are arranged in a straight line along the inclined direction with respect to the vertical direction, the insertion member 2 is interposed between the end surface members 14. After the insertion, the connecting member 3 is inserted into the end face member 14 and the through holes 14A, 2A of the insertion member 2 and temporarily fixed, thereby preventing the insertion member 2 from falling. Therefore, the joining work of the rod-shaped steel member can be further facilitated.

<第2実施形態>
第1実施形態では、各棒状鉄骨部材1がH字形状の断面形状を有するH型鋼からなる場合について説明した。これに対して、第2実施形態では、各棒状鉄骨部材101がコ字形状の断面形状を有する溝型鋼(チャンネル)からなる点が、第1実施形態の場合とは異なっている。
Second Embodiment
1st Embodiment demonstrated the case where each rod-shaped steel frame member 1 consists of H-shaped steel which has a H-shaped cross-sectional shape. In contrast, the second embodiment is different from the first embodiment in that each rod-shaped steel frame member 101 is made of channel steel having a U-shaped cross-sectional shape.

図7は、本発明の第2実施形態に係る棒状鉄骨部材101の接合構造の一例を示した斜視図である。また、図8は、図7に示した挿入部材102の斜視図である。本実施形態では、各棒状鉄骨部材1は、互いに平行に延びる1対の平行板部111と、これらの平行板部111に対して垂直方向に延び、平行板部111の一端部同士を連結する垂直板部112とが一体的に形成されることにより構成されている。このような構成により、棒状鉄骨部材101における各平行板部111と垂直板部112との結合部には、それぞれ直角に屈曲した屈曲部113が形成され、この屈曲部113が棒状鉄骨部材101の端部から長手方向、すなわち上下方向に沿って延びている。   FIG. 7 is a perspective view showing an example of a joining structure of the rod-shaped steel member 101 according to the second embodiment of the present invention. FIG. 8 is a perspective view of the insertion member 102 shown in FIG. In this embodiment, each bar-shaped steel frame member 1 extends in a direction perpendicular to the pair of parallel plate portions 111 extending in parallel to each other, and connects one end portions of the parallel plate portions 111 to each other. The vertical plate portion 112 is integrally formed. With such a configuration, a bent portion 113 that is bent at a right angle is formed at a joint portion between each parallel plate portion 111 and the vertical plate portion 112 in the rod-shaped steel member 101, and the bent portion 113 is formed on the rod-shaped steel member 101. It extends along the longitudinal direction from the end, that is, the vertical direction.

本実施形態では、上記のような建造物の骨格部材として一般的に用いられている溝型鋼からなる各棒状鉄骨部材101の端面に、板状の端面部材114が屈曲部113に沿って溶接等により結合されている。各端面部材114は、各棒状鉄骨部材101の長手方向に対して直交方向、すなわち水平方向に延びるように結合され、これにより、各棒状鉄骨部材101が平面視で矩形形状に形成されている。各平行板部111の端部及び各端面部材114には、第1実施形態と同様に貫通孔が形成されている。   In the present embodiment, a plate-like end surface member 114 is welded along the bent portion 113 to the end surface of each rod-shaped steel frame member 101 made of channel steel generally used as a skeleton member of the building as described above. Are combined. Each end surface member 114 is coupled so as to extend in a direction orthogonal to the longitudinal direction of each rod-shaped steel member 101, that is, in the horizontal direction, whereby each rod-shaped steel member 101 is formed in a rectangular shape in plan view. Through holes are formed in the end portions of the parallel plate portions 111 and the end surface members 114 in the same manner as in the first embodiment.

挿入部材102は、棒状鉄骨部材101の端面及び当該端面に対して屈曲部113に沿って結合された端面部材114に対応する矩形形状、すなわち、棒状鉄骨部材101の平面形状に対応する形状に形成されている。また、挿入部材102には、その厚さ方向に貫通する貫通孔102Aが形成されている。この例では、挿入部材102には2つの貫通孔102Aが形成されており、その数は棒状鉄骨部材101の端面に結合されている端面部材114に形成された貫通孔の数に対応している。挿入部材102に形成された貫通孔102Aの形状及び配置は、棒状鉄骨部材101の端面に結合されている端面部材114に形成された貫通孔の形状及び配置に対応している。   The insertion member 102 is formed in a rectangular shape corresponding to the end surface of the rod-shaped steel member 101 and the end surface member 114 coupled to the end surface along the bent portion 113, that is, a shape corresponding to the planar shape of the rod-shaped steel member 101. Has been. The insertion member 102 is formed with a through hole 102A that penetrates in the thickness direction. In this example, the insertion member 102 has two through holes 102 </ b> A, and the number thereof corresponds to the number of through holes formed in the end surface member 114 coupled to the end surface of the rod-shaped steel member 101. . The shape and arrangement of the through hole 102 </ b> A formed in the insertion member 102 correspond to the shape and arrangement of the through hole formed in the end surface member 114 coupled to the end surface of the rod-shaped steel member 101.

このような構成により、1対の棒状鉄骨部材101の端面部材114間に挿入部材102が挟持された状態では、挿入部材102及び端面部材114にそれぞれ形成された対応する貫通孔が連通し、図7に示すように、これらの貫通孔にボルト等の連結具103を挿入して端面部材114同士を固定することにより、これらの端面部材114間に挿入部材102を強固に挟持することができる。また、1対の棒状鉄骨部材101は、第1実施形態と同様に、連結板104を介して平行板部111同士も連結具103により固定される。   With such a configuration, in a state where the insertion member 102 is sandwiched between the end surface members 114 of the pair of rod-shaped steel members 101, the corresponding through holes respectively formed in the insertion member 102 and the end surface member 114 communicate with each other. 7, the insertion member 102 can be firmly held between the end surface members 114 by inserting the connecting members 103 such as bolts into the through holes and fixing the end surface members 114 to each other. In addition, in the pair of rod-shaped steel frame members 101, the parallel plate portions 111 are also fixed to each other by the connector 103 via the connecting plate 104, as in the first embodiment.

<第3実施形態>
第1実施形態では、各棒状鉄骨部材1がH字形状の断面形状を有するH型鋼からなる場合、第2実施形態では、各棒状鉄骨部材101がコ字形状の断面形状を有する溝型鋼(チャンネル)からなる場合について説明した。これに対して、第3実施形態では、各棒状鉄骨部材201がL字形状の断面形状を有する山型鋼(アングル)からなる点が、第1実施形態及び第2実施形態の場合とは異なっている。
<Third Embodiment>
In the first embodiment, when each rod-shaped steel member 1 is made of H-shaped steel having an H-shaped cross-sectional shape, in the second embodiment, each rod-shaped steel frame member 101 is a groove-shaped steel (channel) having a U-shaped cross-sectional shape. ). On the other hand, in the third embodiment, the point that each rod-shaped steel member 201 is made of angle steel having an L-shaped cross-section is different from the case of the first embodiment and the second embodiment. Yes.

図9は、本発明の第3実施形態に係る棒状鉄骨部材201の接合構造の一例を示した斜視図である。また、図10は、図9に示した挿入部材202の斜視図である。本実施形態では、各棒状鉄骨部材201は、一端部同士が互いに直交するように連結された第1板部211及び第2板部212により構成されている。このような構成により、棒状鉄骨部材201における第1板部211と第2板部212との結合部には、直角に屈曲した屈曲部213が形成され、この屈曲部213が棒状鉄骨部材201の端部から長手方向、すなわち上下方向に沿って延びている。   FIG. 9 is a perspective view showing an example of a joining structure of the rod-shaped steel member 201 according to the third embodiment of the present invention. FIG. 10 is a perspective view of the insertion member 202 shown in FIG. In this embodiment, each rod-shaped steel frame member 201 includes a first plate portion 211 and a second plate portion 212 that are connected so that one end portions thereof are orthogonal to each other. With such a configuration, a bent portion 213 that is bent at a right angle is formed at a joint portion between the first plate portion 211 and the second plate portion 212 in the rod-shaped steel member 201, and the bent portion 213 is formed on the rod-shaped steel member 201. It extends along the longitudinal direction from the end, that is, the vertical direction.

本実施形態では、上記のような建造物の骨格部材として一般的に用いられている山型鋼からなる各棒状鉄骨部材201の端面に、板状の端面部材214が屈曲部213に沿って溶接等により結合されている。各端面部材214は、各棒状鉄骨部材201の長手方向に対して直交方向、すなわち水平方向に延びるように結合され、これにより、各棒状鉄骨部材201が平面視で矩形形状に形成されている。各第1板部211の端部及び各端面部材214には、第1実施形態及び第2実施形態と同様に貫通孔が形成されている。   In the present embodiment, a plate-like end surface member 214 is welded along the bent portion 213 to the end surface of each rod-shaped steel frame member 201 made of angle steel generally used as a skeleton member of the building as described above. Are combined. Each end surface member 214 is coupled so as to extend in a direction perpendicular to the longitudinal direction of each rod-shaped steel member 201, that is, in the horizontal direction, whereby each rod-shaped steel member 201 is formed in a rectangular shape in plan view. Through holes are formed in the end portions of the respective first plate portions 211 and the respective end surface members 214 in the same manner as in the first and second embodiments.

挿入部材202は、棒状鉄骨部材201の端面及び当該端面に対して屈曲部213に沿って結合された端面部材214に対応する矩形形状、すなわち、棒状鉄骨部材201の平面形状に対応する形状に形成されている。また、挿入部材202には、その厚さ方向に貫通する貫通孔202Aが形成されている。この例では、挿入部材202には1つの貫通孔202Aが形成されており、その数は棒状鉄骨部材201の端面に結合されている端面部材214に形成された貫通孔の数に対応している。挿入部材202に形成された貫通孔202Aの形状及び配置は、棒状鉄骨部材201の端面に結合されている端面部材214に形成された貫通孔の形状及び配置に対応している。   The insertion member 202 is formed in a rectangular shape corresponding to the end surface of the rod-shaped steel member 201 and the end surface member 214 coupled to the end surface along the bent portion 213, that is, a shape corresponding to the planar shape of the rod-shaped steel member 201. Has been. Further, the insertion member 202 is formed with a through hole 202A that penetrates in the thickness direction. In this example, one through hole 202A is formed in the insertion member 202, and the number thereof corresponds to the number of through holes formed in the end surface member 214 coupled to the end surface of the rod-shaped steel member 201. . The shape and arrangement of the through hole 202A formed in the insertion member 202 correspond to the shape and arrangement of the through hole formed in the end surface member 214 coupled to the end surface of the rod-shaped steel member 201.

このような構成により、1対の棒状鉄骨部材201の端面部材214間に挿入部材202が挟持された状態では、挿入部材202及び端面部材214にそれぞれ形成された対応する貫通孔が連通し、図9に示すように、これらの貫通孔にボルト等の連結具203を挿入して端面部材214同士を固定することにより、これらの端面部材214間に挿入部材202を強固に挟持することができる。また、1対の棒状鉄骨部材201は、第1実施形態及び第2実施形態と同様に、連結板204を介して第1板部211同士も連結具203により固定される。   With such a configuration, in a state where the insertion member 202 is sandwiched between the end surface members 214 of the pair of rod-shaped steel members 201, the corresponding through holes respectively formed in the insertion member 202 and the end surface member 214 communicate with each other. As shown in FIG. 9, the insertion member 202 can be firmly sandwiched between the end surface members 214 by inserting the connecting members 203 such as bolts into the through holes and fixing the end surface members 214 to each other. In addition, the pair of rod-like steel members 201 is also fixed to the first plate portions 211 by the connection tool 203 via the connection plate 204, as in the first and second embodiments.

以上の実施形態では、各棒状鉄骨部材1が、H字形状、コ字形状又はL字形状の断面形状を有するような構成について説明したが、このような構成に限らず、本発明は、端部から長手方向に沿って延びるように形成された各種形状の屈曲部を有する棒状鉄骨部材に適用可能である。   In the above embodiment, although each rod-shaped steel frame member 1 demonstrated the structure which has H-shaped, U-shaped, or L-shaped cross-sectional shape, this invention is not limited to such a structure, It can be applied to a rod-shaped steel member having bent portions of various shapes formed so as to extend from the portion along the longitudinal direction.

本発明の第1実施形態に係る棒状鉄骨部材の接合構造の一例を示した斜視図である。It is the perspective view which showed an example of the joining structure of the rod-shaped steel frame member which concerns on 1st Embodiment of this invention. 図1に示した棒状鉄骨部材のA−A断面図である。It is AA sectional drawing of the rod-shaped steel frame member shown in FIG. 図1に示した挿入部材の斜視図である。It is a perspective view of the insertion member shown in FIG. 棒状鉄骨部材を接合するまでの態様を示したフローチャートである。It is the flowchart which showed the aspect until it joins a rod-shaped steel frame member. 1対の棒状鉄骨部材を上下方向に一直線状に配置する際の態様を示した斜視図である。It is the perspective view which showed the aspect at the time of arrange | positioning a pair of rod-shaped steel frame member to the up-down direction in a straight line form. 1対の棒状鉄骨部材を水平方向に一直線状に配置して仮止めする際の態様を示した斜視図である。It is the perspective view which showed the aspect at the time of arrange | positioning a pair of rod-shaped steel frame member in the straight line form in the horizontal direction, and temporarily fixing. 本発明の第2実施形態に係る棒状鉄骨部材の接合構造の一例を示した斜視図である。It is the perspective view which showed an example of the joining structure of the rod-shaped steel frame member concerning 2nd Embodiment of this invention. 図7に示した挿入部材の斜視図である。It is a perspective view of the insertion member shown in FIG. 本発明の第3実施形態に係る棒状鉄骨部材の接合構造の一例を示した斜視図である。It is the perspective view which showed an example of the joining structure of the rod-shaped steel frame member which concerns on 3rd Embodiment of this invention. 図9に示した挿入部材の斜視図である。FIG. 10 is a perspective view of the insertion member shown in FIG. 9. 従来の棒状鉄骨部材の接合方法を示した斜視図である。It is the perspective view which showed the joining method of the conventional rod-shaped steel frame member.

符号の説明Explanation of symbols

1 棒状鉄骨部材
2 挿入部材
2A 貫通孔
3 連結具
11 平行板部
12 垂直板部
13 屈曲部
14 端面部材
14A 貫通孔
101 棒状鉄骨部材
102 挿入部材
102A 貫通孔
103 連結具
111 平行板部
112 垂直板部
113 屈曲部
114 端面部材
201 棒状鉄骨部材
202 挿入部材
202A 貫通孔
203 連結具
211 第1板部
212 第2板部
213 屈曲部
214 端面部材
DESCRIPTION OF SYMBOLS 1 Bar-shaped steel frame member 2 Insertion member 2A Through-hole 3 Connection tool 11 Parallel plate part 12 Vertical plate part 13 Bending part 14 End surface member 14A Through-hole 101 Rod-shaped steel member 102 Insertion member 102A Through-hole 103 Connection tool 111 Parallel plate part 112 Vertical plate Part 113 Bent part 114 End face member 201 Bar-shaped steel member 202 Insertion member 202A Through hole 203 Connecting tool 211 First plate part 212 Second plate part 213 Bend part 214 End face member

Claims (4)

それぞれ端部から長手方向に沿って延びる屈曲部が形成された1対の棒状鉄骨部材の端部同士を接合するための棒状鉄骨部材の接合構造であって、
上記1対の棒状鉄骨部材の各端面に上記屈曲部に沿って結合され、各棒状鉄骨部材の長手方向に対して直交方向に延びる板状の端面部材と、
上記端面部材が互いに対向するように一直線状に配置された上記1対の棒状鉄骨部材間に挿入され、上記端面部材間に挟持される板状の挿入部材とを備えたことを特徴とする棒状鉄骨部材の接合構造。
It is a joining structure of rod-shaped steel members for joining the ends of a pair of rod-shaped steel members each formed with a bent portion extending in the longitudinal direction from the ends,
A plate-like end surface member coupled to each end surface of the pair of rod-shaped steel members along the bent portion and extending in a direction orthogonal to the longitudinal direction of each rod-shaped steel member;
A rod-shaped insertion member inserted between the pair of rod-shaped steel members arranged in a straight line so that the end surface members face each other and sandwiched between the end surface members; Steel frame joint structure.
上記端面部材及び上記挿入部材には、上記端面部材間に上記挿入部材が挟持された状態で互いに連通する貫通孔がそれぞれ形成されており、これらの貫通孔に連結具が挿入されることを特徴とする請求項1に記載の棒状鉄骨部材の接合構造。   The end face member and the insertion member are formed with through holes that communicate with each other in a state where the insertion member is sandwiched between the end face members, and a connector is inserted into these through holes. The joint structure of the rod-shaped steel member according to claim 1. それぞれ端部から長手方向に沿って延びる屈曲部が形成された1対の棒状鉄骨部材の各端面に、各棒状鉄骨部材の長手方向に対して直交方向に延びる板状の端面部材を上記屈曲部に沿って結合する端面部材結合ステップと、
上記端面部材が互いに対向するように一直線状に配置された上記1対の棒状鉄骨部材間に板状の挿入部材を挿入することにより、上記端面部材間に上記挿入部材を挟持させる挿入部材挿入ステップとを備えたことを特徴とする棒状鉄骨部材の接合方法。
A plate-shaped end surface member extending in a direction orthogonal to the longitudinal direction of each rod-shaped steel member is formed on each end surface of a pair of rod-shaped steel members each formed with a bending portion extending from the end portion along the longitudinal direction. An end face member joining step for joining along
Inserting member insertion step of sandwiching the insertion member between the end surface members by inserting a plate-shaped insertion member between the pair of rod-shaped steel members arranged in a straight line so that the end surface members face each other A method for joining rod-shaped steel members characterized by comprising:
上記端面部材が互いに当接するように上記1対の棒状鉄骨部材を上下方向に一直線状に配置する棒状鉄骨部材配置ステップを備え、
上記挿入部材挿入ステップは、上記1対の棒状鉄骨部材を互いに離間させ、それらの棒状鉄骨部材間に上記挿入部材を挿入することにより、上記端面部材間に上記挿入部材を挟持させることを特徴とする請求項3に記載の棒状鉄骨部材の接合方法。
A rod-shaped steel member arrangement step of arranging the pair of rod-shaped steel members in a straight line in the vertical direction so that the end surface members abut each other;
In the insertion member insertion step, the pair of rod-shaped steel members are separated from each other, and the insertion member is inserted between the rod-shaped steel members so that the insertion member is sandwiched between the end surface members. The method for joining rod-shaped steel members according to claim 3.
JP2007275430A 2007-10-23 2007-10-23 Rod-like steel member connection structure and connection method Withdrawn JP2009102879A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018096042A (en) * 2016-12-08 2018-06-21 株式会社高知丸高 Main girder for bridge, bridge having same main girder, and bridge construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018096042A (en) * 2016-12-08 2018-06-21 株式会社高知丸高 Main girder for bridge, bridge having same main girder, and bridge construction method

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