JP2006016814A - Pole/beam connection structure of steel structure - Google Patents

Pole/beam connection structure of steel structure Download PDF

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JP2006016814A
JP2006016814A JP2004194229A JP2004194229A JP2006016814A JP 2006016814 A JP2006016814 A JP 2006016814A JP 2004194229 A JP2004194229 A JP 2004194229A JP 2004194229 A JP2004194229 A JP 2004194229A JP 2006016814 A JP2006016814 A JP 2006016814A
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steel
web
flange
column
joint
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JP4052479B2 (en
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Shinichiro Kato
真一郎 加藤
Toru Terai
徹 寺井
Manabu Kamata
学 釜田
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Nippon Steel Corp
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Sumitomo Metal Industries Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a pole/beam connection structure applicable to a large span steel structure by arbitrarily increasing the strength of a connection part between a steel pole and a steel frame. <P>SOLUTION: A beam formed of an H-steel is split T-welded to a pole 1 formed of an H-steel with connection metal fixtures of T-shape in cross section. The connection metal fixture 3 is formed of a T-flange 3a and a T-web 3b in a T-shape in cross section. The connection metal fixture 3 is installed projectedly from the side face of the pole 1 by bolting the T-flange 3a to the flange 1a of the pole 1 with a plurality of high tension bolts 4, and the beam 2 is joined to the connection metal fixture 3 by bolting the upper and lower flanges 2a and 2a thereof to each other with a plurality of high tension bolts 5. In particular, the plurality of high tension bolts 4 are disposed on the upper and lower sides of the T-web 3b in laterally two rows at prescribed intervals. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本願発明は、鉄骨構造の建物においてＴ形断面の接合金物を用いて鉄骨梁が鉄骨柱にスプリットティー接合された鉄骨構造の柱・梁接合部構造に関し、特に大スパン構造物への適用を可能にしたものである。   The present invention relates to a steel column / beam joint structure in which a steel beam is split-tee joined to a steel column using a T-shaped joint in a steel structure building, and is particularly applicable to large span structures. It is a thing.

鉄骨構造の建物で鉄骨梁を鉄骨柱に接合する方法としては、例えば図５に図示するようにティーフランジ２０ａとティーウェブ２０ｂとからなるＴ形断面の接合金物２０を用いて梁２１の上下フランジ２１ａ，２１ａを柱２２のフランジ２２ａに接合するスプリットティー接合が知られている。   As a method of joining a steel beam to a steel column in a steel structure building, for example, as shown in FIG. 5, the upper and lower flanges of the beam 21 using a T-shaped joint metal fitting 20 composed of a tee flange 20 a and a tee web 20 b. Split tee joining for joining 21a, 21a to the flange 22a of the pillar 22 is known.

スプリットティー接合は鉄骨材の加工工数、製作、組立コストを削減でき、また現場でスパンの誤差を容易に吸収することができ、現場接合が容易である等のメリットがある。   Split tee joining has advantages such as reduction in the number of processing steps, production and assembly costs of steel frame materials, and easy absorption of span errors on site, and easy on-site joining.

この場合、接合金物２０は、ティーフランジ２０ａを柱２２のフランジ２２ａに複数の高力ボルト２３によってボルト止めすることにより柱２２に突設され、梁２１はティーウェブ２０ｂに上下のフランジ２１ａ，２１ａをそれぞれ複数の高力ボルト２４によってボルト止めすることにより接合金物２０に接合されている。   In this case, the joint hardware 20 protrudes from the column 22 by bolting the tee flange 20a to the flange 22a of the column 22 with a plurality of high-strength bolts 23, and the beam 21 is provided on the tee web 20b with upper and lower flanges 21a, 21a. Are joined to the joint hardware 20 by bolting with a plurality of high strength bolts 24.

特に、ティーフランジ２０ａは一般にティーウェブ２０ｂの外側と内側においてそれぞれ横一列に配置された複数の高力ボルト２３によって柱２２のフランジ２２ａにボルト止めされている。   In particular, the tee flange 20a is generally bolted to the flange 22a of the column 22 by a plurality of high-strength bolts 23 arranged in a horizontal row on the outside and inside of the tee web 20b.

また現行法では、高力ボルト２３の引張耐力よって接合部の耐力を決定し、接合金物２０の耐力に支配されない設計が行われており、したがって高力ボルト２３の本数を増やすことにより接合部の耐力を高めることができる。
特開２００１−３２３９６号公報 In the current method, the strength of the joint is determined by the tensile strength of the high strength bolt 23 and is not controlled by the strength of the joint hardware 20. Therefore, the strength of the joint is increased by increasing the number of high strength bolts 23. Can be increased.
JP 2001-32396 A

しかし、高力ボルト２３の本数を増やし接合部の耐力を高めようとして、ティーウェブ２０ｂの上側と下側にそれぞれ高力ボルト２３を複数列に締め付けたとしても、一列目の高力ボルト２３の内側でティーフランジ２０ａが変形してしまうことがあり、そのため高力ボルト２３の本数を増やしても接合部の耐力を高めることができず、大スパン構造の建物には適用が無理である等の課題があった。   However, even if the high-strength bolts 23 are tightened in a plurality of rows on the upper side and the lower side of the tee web 20b in an attempt to increase the number of high-strength bolts 23 and increase the yield strength of the joint portion, The tee flange 20a may be deformed on the inner side, and therefore the proof strength of the joint cannot be increased even if the number of high-strength bolts 23 is increased. There was a problem.

この場合、ティーフランジ２０ａを変形しないように厚くすることも考えられるが、コストが嵩み非常に不経済であるばかりでなく、重量が増して取り扱いが困難になり、さらに鋼板やＨ形鋼からの製作も不可能である等の課題もあった。   In this case, it is conceivable to increase the thickness of the tee flange 20a so as not to be deformed. However, the tee flange 20a is not only expensive and very uneconomical, but also increases in weight and becomes difficult to handle. There was also a problem that the production of was impossible.

本願発明は、以上の課題を解決するためになされたもので、鉄骨柱と鉄骨梁との接合部の耐力を任意に高めることができ、大スパン鉄骨構造物への適用を可能にした鉄骨構造の柱・梁接合部構造を提供することを目的とする。   The present invention has been made to solve the above problems, and can arbitrarily increase the yield strength of the joint between the steel column and the steel beam, and can be applied to a large span steel structure. The purpose is to provide a column / beam joint structure.

請求項１記載の鉄骨構造の柱・梁部構造は、鉄骨柱とボルト接合されるフランジと鉄骨梁とボルト接合されるウェブとからなるＴ形断面の接合金物を用いた鉄骨構造の柱・梁接合部構造において、前記ウェブの少なくとも外側に補強リブが前記ウェブとフランジに跨って設けられ、かつ前記ウェブの外側と内側においてそれぞれ横方向に複数列に配置された複数の接合ボルトによって、前記フランジが前記鉄骨柱に接合されてなることを特徴とするものである。   The steel structure column / beam structure according to claim 1 is a steel structure column / beam using a T-section joint hardware comprising a steel column and a bolted flange and a steel beam and a bolted web. In the joint structure, the flange is provided by a plurality of joining bolts that are provided at least on the outer side of the web so as to straddle the web and the flange, and are arranged in a plurality of rows in the lateral direction on the outer side and the inner side of the web, respectively. Is joined to the steel column.

本願発明は、接合金物のウェブの少なくとも外側に補強リブを取り付けることによりフランジの剛性が著しく高められていることで、フランジを柱にボルト止めする接合ボルトを横方向に複数列に配置しても、フランジが容易に変形することがないため、接合ボルトの本数を任意に増やして接合部の耐力を容易に高めることができるため、大スパン鉄骨構造物への適用が可能であり、また柱や梁などの鉄骨材の径、スパン、さらに接合部の統一化、標準化により経済性、施工性等の向上を図る、いわゆるシステム建築にも適用することができるものである。   In the present invention, since the rigidity of the flange is remarkably enhanced by attaching a reinforcing rib to at least the outer side of the web of the joining hardware, even if the joining bolts that bolt the flange to the column are arranged in a plurality of rows in the lateral direction. Since the flange is not easily deformed, the number of joint bolts can be arbitrarily increased to easily increase the proof stress of the joint, so that it can be applied to a large span steel structure, The present invention can also be applied to so-called system construction that aims to improve the economic efficiency, workability, etc. by unifying and standardizing the diameter and span of steel frames such as beams.

また、補強リブを取り付けるだけで簡単に補強することができることから、フランジとウェブの板厚は薄くてもよく、したがって鋼板などからも簡単に形成することができ、さらにはＨ形鋼やＴ形鋼などの形鋼からも容易に形成することができる。   In addition, since it can be easily reinforced simply by attaching reinforcing ribs, the thickness of the flange and the web may be thin, so it can be easily formed from a steel plate or the like. It can be easily formed from shape steel such as steel.

また、この場合の補強リブは、ウェブの少なくとも外側に取り付けられていればよく、必要に応じてウェブの外側と内側の両方に取り付けられていてもよい。さらに、補強リブはウェブの中央部分または両側部分にのみ、あるいはウェブの中央部分と両側部分の両方に取り付けられてもよい。   Moreover, the reinforcement rib in this case should just be attached to the at least outer side of the web, and may be attached to both the outer side and inner side of the web as needed. Furthermore, the reinforcing ribs may be attached only to the central part or both side parts of the web, or to both the central part and both side parts of the web.

なお、ここで、ウェブの「外側」と「内側」は、鉄骨梁の上フランジ側に取り付けられた接合金物の場合、ウェブの「外側」はウェブの上側を、ウェブの「内側」はウェブの下側をそれぞれ意味し、また鉄骨梁の下フランジ側に取り付けられた接合金物の場合、ウェブの「外側」はウェブの「下側」を、ウェブの「内側」はウェブの上側をそれぞれ意味している。   Here, the “outside” and “inside” of the web are the joints attached to the upper flange side of the steel beam, the “outside” of the web is the top side of the web, and the “inside” of the web is the web side. In the case of a metal fitting attached to the lower flange side of a steel beam, the “outside” of the web means the “lower side” of the web, and the “inside” of the web means the upper side of the web. ing.

また、鉄骨柱にはＨ形鋼の他に角形鋼管を用いることができ、鉄骨梁にはＨ形鋼を用いることができる。また、鉄骨柱の接合金物の突設部に水平ダイフラムを取り付けて接合部の剛性を高めるのが望ましい。   In addition to the H-shaped steel, a square steel pipe can be used for the steel column, and an H-shaped steel can be used for the steel beam. Moreover, it is desirable to attach a horizontal diaphragm to the projecting portion of the steel column joint metal to increase the rigidity of the joint portion.

請求項２記載の鉄骨構造の柱・梁接合部構造は、請求項１記載の鉄骨構造の柱・梁接合部構造において、補強リブはウェブの外側と内側の両側に設けられてなることを特徴とするものである。   The steel structure column / beam joint structure according to claim 2 is the steel structure pillar / beam joint structure according to claim 1, wherein the reinforcing ribs are provided on both the outer side and the inner side of the web. It is what.

本願発明によれば、補強リブがウェブの外側と内側の両側に取り付けられていることで、フランジに作用する時計回りおよび反時計回りの両方の曲げ応力に対する曲げ剛性を高めることができ、またウェブの外側に取り付けられた補強リブのサイズを小さくすることができる等の効果が得られる。   According to the present invention, since the reinforcing ribs are attached to both the outer and inner sides of the web, the bending rigidity against both clockwise and counterclockwise bending stress acting on the flange can be increased. The effect of being able to reduce the size of the reinforcing rib attached to the outside is obtained.

請求項３記載の鉄骨構造の柱・梁接合部構造は、請求項１または２記載の鉄骨構造の柱・梁接合部構造において、補強リブはウェブの中央部および／または幅方向の両側部に設けられてなることを特徴とするものである。   The steel structure column / beam joint structure according to claim 3 is the steel structure column / beam joint structure according to claim 1 or 2, wherein the reinforcing ribs are provided at the center portion of the web and / or both sides in the width direction. It is characterized by being provided.

本願発明によれば、補強リブがウェブの幅方向に複数取り付けられていることで、応力の分散を図ることができる等の効果が得られる。   According to the invention of the present application, since a plurality of reinforcing ribs are attached in the width direction of the web, effects such as the ability to distribute stress can be obtained.

請求項４記載の鉄骨構造の柱・梁接合部構造は、請求項１〜３のいずれかに記載の鉄骨構造の柱・梁接合部構造において、ウェブの外側に設けられた補強リブは、鉄骨柱と鉄骨梁間に形成された間隙より長く形成され、前記ウェブの内側に設けられた補強リブは前記ウェブの外側に設けられた補強リブおよび前記間隙より短く形成されてなることを特徴とするものである。   The steel structure column / beam joint structure according to claim 4 is the steel structure pillar / beam joint structure according to any one of claims 1 to 3, wherein the reinforcing rib provided on the outside of the web is a steel frame. The reinforcing rib formed longer than the gap formed between the column and the steel beam, and the reinforcing rib provided inside the web is formed shorter than the reinforcing rib provided outside the web and the gap. It is.

本願発明によれば、鉄骨柱と鉄骨梁との接合部の形態に応じて、補強リブが最適な大きさに形成されているため、きわめて合理的にかつ無駄なく接合部を補強することができる。   According to the present invention, since the reinforcing rib is formed in an optimum size according to the shape of the joint between the steel column and the steel beam, the joint can be reinforced extremely rationally and without waste. .

たとえば、ウェブの外側に取り付けられた補強リブが、鉄骨柱と鉄骨梁間に形成された間隙より長く形成されていることによりウェブの剛性が著しく高められていることで、例えばスパンの誤差を吸収する必要などから鉄骨柱と鉄骨梁間の間隙が少々大きくなったとしても、強度上特に問題になることはない。   For example, the reinforcing rib attached to the outside of the web is formed longer than the gap formed between the steel column and the steel beam, thereby significantly increasing the rigidity of the web, for example, to absorb span errors. Even if the gap between the steel column and the steel beam is slightly increased due to necessity, there is no particular problem in strength.

また、ウェブの内側に取り付けられた補強リブが、鉄骨柱と鉄骨梁間の間隙よりも短く形成されていることで、特に補強リブが障害になることもなく、鉄骨梁を鉄骨柱に容易に接合することができる。   In addition, the reinforcing rib attached to the inside of the web is formed shorter than the gap between the steel column and the steel beam, so that the steel beam can be easily joined to the steel column without any particular obstacle to the reinforcing rib. can do.

請求項１記載の発明は、ウェブの少なくとも外側に補強リブを取り付けることにより、フランジとウェブの剛性が著しく高められていることで、フランジをウェブの外側と内側においてそれぞれ横複数列に配置された複数の高力ボルトによってボルト止めすることにより、接合部の接合耐力を容易に高めることができ、大スパン鉄骨構造物にも適用することができる。   In the first aspect of the present invention, the flanges are arranged in a plurality of horizontal rows on the outer side and the inner side of the web, respectively, because the reinforcing ribs are attached to at least the outer side of the web to significantly increase the rigidity of the flange and the web. By bolting with a plurality of high-strength bolts, the joint strength of the joint can be easily increased, and it can also be applied to a large span steel structure.

また、補強リブを取り付けるだけで簡単に補強することができることから、フランジとウェブの板厚は薄くてもよく、したがって接合金物のフランジとウェブは鋼板などからも簡単に形成することができ、さらにはＨ形鋼やＴ形鋼などの形鋼からも容易に形成することができる。   In addition, since it can be easily reinforced simply by attaching a reinforcing rib, the plate thickness of the flange and the web may be thin, so the flange and web of the joint metal fitting can be easily formed from a steel plate, etc. Can be easily formed from shape steel such as H-shape steel and T-shape steel.

請求項２記載の発明は、特にウェブの外側と内側の両側に補強リブが取り付けられていることで、フランジの剛性を著しく高めることができる。   In the invention described in claim 2, the rigidity of the flange can be remarkably enhanced by the fact that the reinforcing ribs are particularly attached to both the outer side and the inner side of the web.

請求項３記載の発明は、特にウェブの中央部および／または幅方向の両側部に補強リブが取り付けられていることで、フランジの剛性を著しく高めることができる。   In the invention described in claim 3, the rigidity of the flange can be remarkably increased by the fact that the reinforcing ribs are particularly attached to the central portion of the web and / or both sides in the width direction.

請求項４記載の発明によれば、特に鉄骨柱と鉄骨梁との接合部の形態に応じて補強リブが最適な大きさに形成されているため、きわめて合理的にかつ無駄なく接合部を補強することができる。   According to the invention described in claim 4, since the reinforcing rib is formed in an optimum size according to the form of the joint portion between the steel column and the steel beam, the joint portion is reinforced extremely rationally and without waste. can do.

図１〜図４は、本願発明の一例を示し、図においてＨ形鋼からなる柱１にＨ形鋼からなる梁２が複数の接合金物３を介して接合されている。   1 to 4 show an example of the present invention, in which a beam 2 made of H-section steel is joined to a column 1 made of H-section steel via a plurality of joint hardware 3.

接合金物３は、フランジ(以下「ティーフランジ」という)３ａとウェブ(以下「ティーウェブ」という)３ｂとからＴ形断面形に形成されている。また、接合金物３はティーフランジ３ａを柱１のフランジ１ａに複数の接合ボルト(以下「高力ボルト」という)４によってボルト止めすることにより柱１の側面部に突設され、梁２はティーウェブ３ｂにそれぞれ上下のフランジ２ａ，２ａをそれぞれ複数の接合ボルト(以下「高力ボルト」という)５によってボルト止めすることにより接合金物３に接合されている。   The metal joint 3 is formed in a T-shaped cross section from a flange (hereinafter referred to as “tea flange”) 3 a and a web (hereinafter referred to as “tea web”) 3 b. Further, the metal fitting 3 protrudes from the side surface of the column 1 by bolting the tee flange 3a to the flange 1a of the column 1 with a plurality of bonding bolts (hereinafter referred to as “high-strength bolts”) 4, and the beam 2 is The upper and lower flanges 2a, 2a are respectively bolted to the web 3b by a plurality of joining bolts (hereinafter referred to as “high-strength bolts”) 5 to be joined to the joining hardware 3.

この場合、特に高力ボルト４はティーウェブ３ｂの上側と下側においてそれぞれ横方向に二列に、かつ所定間隔おきに複数配置されている。また、必要に応じて、高力ボルト４はティーウェブ３ｂの上側と下側において横方向に三列ないし四列に複数配置して接合部の耐力が高められている。   In this case, in particular, a plurality of high-strength bolts 4 are arranged in two rows in the lateral direction on the upper and lower sides of the tee web 3b and at predetermined intervals. If necessary, a plurality of high-strength bolts 4 are arranged in three or four rows in the lateral direction on the upper and lower sides of the tee web 3b to enhance the strength of the joint.

さらに、ティーウェブ３ｂの上側と下側にそれぞれ補強リブ６と７を取り付けることにより、ティーフランジ３ａとティーウェブ３ｂの剛性が高められている。補強リブ６と補強リブ７は共に三角形板状に形成され、かつティーフランジ３ａとティーウェブ３ｂのほぼ中央にティーフランジ３ａおよびティーウェブ３ｂに溶接することによりに垂直に突設されている。   Furthermore, the rigidity of the tee flange 3a and the tee web 3b is enhanced by attaching the reinforcing ribs 6 and 7 to the upper side and the lower side of the tee web 3b, respectively. The reinforcing rib 6 and the reinforcing rib 7 are both formed in a triangular plate shape, and are vertically projected by welding to the tee flange 3a and the tee web 3b at substantially the center of the tee flange 3a and the tee web 3b.

また特に、外側の補強リブ６の長さＬ１は柱１と梁２間の空きＷより長く形成され、補強リブ７の長さＬ２は柱１と梁２間の空きＷより短く形成されている。 In particular, the length L 1 of the outer reinforcing rib 6 is formed longer than the space W between the column 1 and the beam 2, and the length L 2 of the reinforcing rib 7 is formed shorter than the space W between the column 1 and the beam 2. ing.

図３(ａ)，(ｂ)は、接合金物の変形例を示し、特に図３(ａ)の場合、補強リブ６はティーフランジ３ａとティーウェブ３ｂのほぼ中央部分と両側部分の三ヶ所に取り付けられており、また図３(ｂ)の場合、補強リブ５はティーフランジ３ａとティーウェブ３ｂの中央部分になく、両側部分にのみ取り付けられている。   3 (a) and 3 (b) show modified examples of the joint hardware. In particular, in the case of FIG. 3 (a), the reinforcing ribs 6 are provided at three locations of the tee flange 3a and the tee web 3b at substantially the center and both sides. Further, in the case of FIG. 3 (b), the reinforcing rib 5 is not attached to the central portion of the tee flange 3a and the tee web 3b, and is attached only to both side portions.

なお、この場合、補強リブ６は補強リブ５と同様にティーフランジ３ａとティーウェブ３ｂの中央部分と両側部分の三ヶ所、またはティーフランジ３ａとティーウェブ３ｂの中央部分になく、両側部分にのみ取り付けられていてもよく、あるいはなくてもよい。   In this case, like the reinforcing rib 5, the reinforcing rib 6 is not provided at the central portion of the tee flange 3a and the tee web 3b and the three side portions, or at the central portion of the tee flange 3a and the tee web 3b, but only at the both side portions. It may or may not be attached.

図４(ａ)〜(ｃ)は、ティーフランジとティーウェブとからなるＴ形断面の接合金物の引っ張り強度試験の結果を示し、図４(ａ)において、グラフＩは補強リブ無しの場合、グラフIIは補強リブ有りのない場合の応力−ひずみ曲線を示したものである。   4 (a) to 4 (c) show the results of a tensile strength test of a T-shaped joint metal fitting made of a tee flange and a tee web. In FIG. 4 (a), graph I shows the case without reinforcing ribs. Graph II shows the stress-strain curve without reinforcing ribs.

なお、接合金物としての試験体には、図４(ｂ)に図示するような、ウェブ高９１２ｍｍ×フランジ幅３０２ｍｍ×ウェブ厚１８ｍｍ×フランジ厚３４ｍｍのＨ形鋼をＴ形断面形に切断したものを用いた。   In addition, as a test body as a joint metal fitting, as shown in FIG. 4B, a H-shaped steel having a web height of 912 mm, a flange width of 302 mm, a web thickness of 18 mm, and a flange thickness of 34 mm is cut into a T-shaped cross section. Was used.

試験の結果、補強リブ無しのない場合、２３０３ＫＮで降伏し、３１９２ＫＮの最大引っ張り強度を示したが、補強リブ有りの場合は、３３７７ＫＮで降伏し、４３７１ＫＮの最大引っ張り強度を示した。   As a result of the test, when there was no reinforcing rib, it yielded at 2303 KN and showed a maximum tensile strength of 3192 KN, but when it had a reinforcing rib, it yielded at 3377 KN and showed a maximum tensile strength of 4371 KN.

このことから、補強リブを取り付けたことにより、降伏値で４７％、最大耐力で３７％それぞれ強度を増したことが明らかになった。   From this, it became clear that the strength was increased by 47% in yield value and 37% in maximum proof stress by attaching the reinforcing rib.

本願発明は、Ｔ形断面の接合金物を用いて鉄骨梁を鉄骨柱にスプリットティー接合する際、ティーフランジをティーウェブの外側と内側においてそれぞれ横複数列に配置された複数の高力ボルトによってボルト止めすることにより、接合部の接合耐力を容易に高めることができ、大スパン鉄骨構造物にも容易に適用することができる。   In the present invention, when a steel beam is split-tee joined to a steel column using a T-shaped cross-section metal fitting, the tee flange is bolted by a plurality of high-strength bolts arranged in a plurality of horizontal rows on the outside and inside of the tee web, respectively. By stopping, it is possible to easily increase the joint strength of the joint, and it can be easily applied to a large span steel structure.

鉄骨構造の柱・梁接合部を示し、(ａ)はその側面図、(ｂ)は(ａ)におけるイ−イ線断面図、(ｃ)は一部側面図である。A steel-structure column / beam joint is shown, (a) is a side view thereof, (b) is a cross-sectional view taken along line II in (a), and (c) is a partial side view. 鉄骨構造の柱・梁接合部を示し、(ａ)はその一部斜視図、(ｂ)は(ａ)に接合金物の斜視図である。A steel-frame column / beam joint is shown, (a) is a partial perspective view thereof, and (b) is a perspective view of a joint metal fitting in (a). (ａ)，(ｂ)は接合金物の斜視図である。(a), (b) is a perspective view of a metal joint. 本願発明の接合部構造と従来の接合部構造の引っ張り試験結果を示したものであり、(ａ)は応力−ひずみ曲線を示す図、(ｂ)は試験に用いた金物の説明図、(ｃ)は試験結果を数値で比較説明したものである。It shows the tensile test results of the joint structure of the present invention and the conventional joint structure, (a) is a diagram showing a stress-strain curve, (b) is an explanatory diagram of the hardware used in the test, (c ) Is a comparative explanation of the test results numerically. 従来の鉄骨構造の柱・梁接合部を示す斜視図である。It is a perspective view which shows the column and beam junction part of the conventional steel structure.

符号の説明Explanation of symbols

１ 鉄骨柱
１ａ フランジ
２ 鉄骨梁
２ａ フランジ
３ 接合金物
３ａ ティーフランジ(フランジ)
３ｂ ティーウェブ(ウェブ)
４ 高力ボルト(接合ボルト)
５ 高力ボルト(接合ボルト)
６ 補強リブ
７ 補強リブ 1 Steel Column 1a Flange 2 Steel Beam 2a Flange 3 Joint Hardware 3a Tee Flange (Flange)
3b Tea web (web)
4 High strength bolts (joint bolts)
5 High strength bolt (joint bolt)
6 Reinforcement ribs 7 Reinforcement ribs

Claims (4)

鉄骨柱とボルト接合されるフランジと鉄骨梁とボルト接合されるウェブとからなるＴ形断面の接合金物を用いた鉄骨構造の柱・梁接合部構造において、前記ウェブの少なくとも外側に補強リブが前記ウェブとフランジに跨って設けられ、かつ前記ウェブの外側と内側においてそれぞれ横方向に複数列に配置された複数の接合ボルトによって、前記フランジが前記鉄骨柱に接合されてなることを特徴とする鉄骨構造の柱・梁接合部構造。   In a steel column / beam joint structure using a T-section joint hardware comprising a flange to be bolted to a steel column and a web to be bolted to a steel beam, a reinforcing rib is provided at least outside the web. A steel frame characterized in that the flange is joined to the steel column by a plurality of joining bolts provided across the web and the flange and arranged in a plurality of rows in the lateral direction on the outside and inside of the web, respectively. Structural column / beam joint structure. 補強リブはウェブの外側と内側の両側に設けられてなることを特徴とする請求項１記載の鉄骨構造の柱・梁接合部構造。   The steel-structure column / beam joint structure according to claim 1, wherein the reinforcing ribs are provided on both the outer and inner sides of the web. 補強リブはウェブの中央部および／または幅方向の両側部に設けられてなることを特徴とする請求項１または２記載の鉄骨構造の柱・梁接合部構造。   3. The steel-structure column / beam joint structure according to claim 1, wherein the reinforcing ribs are provided at a central portion of the web and / or at both sides in the width direction. ウェブの外側に設けられた補強リブは、鉄骨柱と鉄骨梁間に形成された間隙より長く形成され、前記ウェブの内側に設けられた補強リブは前記ウェブの外側に設けられた補強リブおよび前記間隙より短く形成されてなることを特徴とする請求項１〜３のいずれかに記載の鉄骨構造の柱・梁接合部構造。   The reinforcing rib provided on the outer side of the web is formed longer than the gap formed between the steel column and the steel beam, and the reinforcing rib provided on the inner side of the web includes the reinforcing rib provided on the outer side of the web and the gap. The column / beam joint structure of steel structure according to any one of claims 1 to 3, wherein the structure is formed shorter.
JP2004194229A 2004-06-30 2004-06-30 Steel structure column / beam joint structure Expired - Fee Related JP4052479B2 (en)

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JP2010168734A (en) * 2009-01-20 2010-08-05 System Keisoku Kk Steel pipe for pile and the pile
JP2014084653A (en) * 2012-10-24 2014-05-12 Chugoku Electric Power Co Inc:The Reinforcing structure of steel tower
CN107761951A (en) * 2017-10-18 2018-03-06 北京工业大学 A kind of assembling type steel structure Special-Shaped Column bean column node L-type cover plate connecting device
CN107761953A (en) * 2017-10-18 2018-03-06 北京工业大学 A kind of non-edge of a wing beam column node connection device of assembling type steel structure Special-Shaped Column
CN107806180A (en) * 2017-10-18 2018-03-16 北京工业大学 A kind of T-shaped cover plate connecting device of assembling type steel structure quadrate steel pipe column bean column node
CN107859171A (en) * 2017-10-18 2018-03-30 北京工业大学 A kind of assembling type steel structure quadrate steel pipe column bean column node L-type cover plate connecting device
CN107869194A (en) * 2017-10-18 2018-04-03 北京工业大学 A kind of T-shaped cover plate folder edge of a wing attachment means of assembling type steel structure quadrate steel pipe column bean column node
CN110777936A (en) * 2019-11-22 2020-02-11 东华理工大学 Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam
CN115544618A (en) * 2022-09-27 2022-12-30 北京首钢建设集团有限公司 Large-span deformed steel truss structure module space assembly precision control method

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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168734A (en) * 2009-01-20 2010-08-05 System Keisoku Kk Steel pipe for pile and the pile
JP2014084653A (en) * 2012-10-24 2014-05-12 Chugoku Electric Power Co Inc:The Reinforcing structure of steel tower
CN107761951A (en) * 2017-10-18 2018-03-06 北京工业大学 A kind of assembling type steel structure Special-Shaped Column bean column node L-type cover plate connecting device
CN107761953A (en) * 2017-10-18 2018-03-06 北京工业大学 A kind of non-edge of a wing beam column node connection device of assembling type steel structure Special-Shaped Column
CN107806180A (en) * 2017-10-18 2018-03-16 北京工业大学 A kind of T-shaped cover plate connecting device of assembling type steel structure quadrate steel pipe column bean column node
CN107859171A (en) * 2017-10-18 2018-03-30 北京工业大学 A kind of assembling type steel structure quadrate steel pipe column bean column node L-type cover plate connecting device
CN107869194A (en) * 2017-10-18 2018-04-03 北京工业大学 A kind of T-shaped cover plate folder edge of a wing attachment means of assembling type steel structure quadrate steel pipe column bean column node
CN110777936A (en) * 2019-11-22 2020-02-11 东华理工大学 Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam
CN115544618A (en) * 2022-09-27 2022-12-30 北京首钢建设集团有限公司 Large-span deformed steel truss structure module space assembly precision control method
CN115544618B (en) * 2022-09-27 2023-09-29 北京首钢建设集团有限公司 Method for controlling space assembly precision of large-span deformed steel truss structure module

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