JP2005105742A - Beam joint structure - Google Patents

Beam joint structure Download PDF

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JP2005105742A
JP2005105742A JP2003343543A JP2003343543A JP2005105742A JP 2005105742 A JP2005105742 A JP 2005105742A JP 2003343543 A JP2003343543 A JP 2003343543A JP 2003343543 A JP2003343543 A JP 2003343543A JP 2005105742 A JP2005105742 A JP 2005105742A
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small beam
small
edge flange
support
supported
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JP4130164B2 (en
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Kazuto Nakahira
和人 中平
Hirokazu Nozawa
裕和 野澤
Hisao Mukai
久夫 向井
Masahiro Sugata
昌宏 菅田
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To make an end part of a beam for receiving a load hardly buckled even when the large load acts onto a beam joint. <P>SOLUTION: In the beam joint structure, a supporting part 3 is mounted on the side of a girder 1 to receive and support the beam 2, and the end part of the beam 2 arranged in a direction crossing the girder 1 is placed on and supported by the supporting part 3. In the structure, an upper flange part 2a of the beam 2 is placed on the supporting part 3 to be supported. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、例えば、間隔をあけて設置される大梁にわたって、小梁を設置してある大梁と小梁との梁連結部構造に関し、更に詳しくは、大梁の側方に小梁を受けて支持する支持部を設け、前記大梁に交差する方向に配置される前記小梁の端部を、前記支持部上に載置して支持させてある梁連結部構造に関する。   The present invention relates to, for example, a beam connecting portion structure of a large beam and a small beam in which a small beam is installed over a large beam that is installed with a space therebetween. More specifically, the present invention receives and supports the small beam on the side of the large beam. The present invention relates to a beam connecting portion structure in which an end portion of the small beam arranged in a direction intersecting the large beam is placed and supported on the support portion.

従来、この種の梁連結部構造としては、図９に示すように、大梁１の側面にガセットプレート２０を設けておき、小梁２のウェブ部２ｂとガセットプレート２０とをボルト連結するものがあった（例えば、特許文献１、特許文献２、特許文献３、特許文献４）。
しかし、これらの梁連結部構造によれば、ボルト穴にボルトを挿通して連結するには、小梁のウェブ部に形成したボルト穴と、ガセットプレートに形成したボルト穴とがピッタリと合うように大梁と小梁との位置決めを行う必要があり、この作業に時間がかかり、梁連結作業効率が非常に悪いという問題点があった。
そこで、これらの問題点を解消するものとして、もっと迅速に梁連結作業を実施できるように、図１０に示すように、大梁１の側面に小梁２の端部下面を載置する支持部２１を設けておき、この支持部２１上に小梁の端部を載置して、両者の上にスラブを一体的に設けて連結してある構造のものがあった（例えば、特許文献５）。 Conventionally, as this type of beam connecting portion structure, as shown in FIG. 9, a gusset plate 20 is provided on the side surface of the large beam 1 and the web portion 2b of the small beam 2 and the gusset plate 20 are connected by bolts. (For example, Patent Document 1, Patent Document 2, Patent Document 3, and Patent Document 4).
However, according to these beam connecting part structures, the bolt hole formed in the web part of the small beam and the bolt hole formed in the gusset plate are perfectly fitted to connect the bolt through the bolt hole. In addition, it is necessary to position the large beam and the small beam, and this work takes time and the beam connecting work efficiency is very poor.
Therefore, in order to solve these problems, as shown in FIG. 10, a support portion 21 for placing the lower surface of the end portion of the small beam 2 on the side surface of the large beam 1 so that the beam connection operation can be performed more quickly. There is a structure in which an end of a small beam is placed on the support portion 21 and a slab is integrally provided and connected on both ends (for example, Patent Document 5). .

特許２５１６８３１号公報（第１図）Japanese Patent No. 2516831 (FIG. 1) 実開平５−３０３０２号公報（図３）Japanese Utility Model Publication No. 5-30302 (FIG. 3) 特開平４−２５８４２９号公報（図１）JP-A-4-258429 (FIG. 1) 特開平１０−２５２１４９号公報（図２）Japanese Patent Laid-Open No. 10-252149 (FIG. 2) 特開２００２−３５６９１３号公報（図１）JP 2002-356913 A (FIG. 1)

上述した後者の梁連結部構造によれば、小梁の端部は、大梁の支持部上に載置されているから、小梁の特に連結部上に大きな荷重が作用した場合、支持部上に載置してある小梁端部に支圧力が作用し、ウェブ部等に局部的な座屈が生じ易い問題点がある。   According to the latter beam connecting portion structure described above, the end portion of the small beam is placed on the support portion of the large beam. Therefore, when a large load acts on the connection portion of the small beam, particularly on the support portion. There is a problem that a supporting pressure acts on the end portion of the small beam placed on the web part and local buckling is likely to occur in the web part and the like.

従って、本発明の目的は、上記問題点を解消し、連結部上に大きな荷重が作用しても、その荷重を受ける小梁端部が座屈し難い梁連結部構造を提供するところにある。   Accordingly, an object of the present invention is to provide a beam connecting portion structure in which the above-mentioned problems are solved and the end portion of the small beam receiving the load is less likely to buckle even when a large load acts on the connecting portion.

本発明の第１の特徴構成は、大梁の側方に小梁を受けて支持する支持部を設け、前記大梁に交差する方向に配置される前記小梁の端部を、前記支持部上に載置して支持させてある梁連結部構造において、前記支持部上に、前記小梁の上縁フランジ部を載置して支持させてあるところにある。   In the first characteristic configuration of the present invention, a support portion that receives and supports a small beam is provided on a side of the large beam, and an end portion of the small beam arranged in a direction intersecting the large beam is disposed on the support portion. In the beam connecting portion structure that is placed and supported, the upper edge flange portion of the small beam is placed and supported on the support portion.

本発明の第１の特徴構成によれば、支持部上に、小梁の上縁フランジ部を載置して支持させてあるから、小梁の特に連結部上に大きな荷重が作用した場合、上縁フランジ部には支圧力が作用するが、ウェブ部に直接的に支圧力が作用するのを防止でき、局部的な座屈が生じ難い連結部構造とすることが可能となる。   According to the first characteristic configuration of the present invention, since the upper edge flange portion of the beam is placed and supported on the support portion, particularly when a large load acts on the connection portion of the beam, Although the support pressure acts on the upper edge flange portion, it is possible to prevent the support pressure from directly acting on the web portion, and it is possible to obtain a connecting portion structure in which local buckling hardly occurs.

本発明の第２の特徴構成は、前記小梁は、形鋼部材で形成してあり、前記支持部は、前記小梁のウェブ部を挟んだ両側方に各別に位置させてあり、その支持部上縁部で前記小梁の上縁フランジ部を下方から支持させてあるところにある。   According to a second characteristic configuration of the present invention, the beam is formed of a shape steel member, and the support portions are separately located on both sides of the web portion of the beam, and the support The upper edge flange portion of the beam is supported from below by the upper edge portion.

本発明の第２の特徴構成によれば、本発明の第１の特徴構成による上述の作用効果を叶えることができるのに加えて、支持部上に小梁の上縁フランジ部を載置した状態において、小梁のウェブ部の両側方に前記支持部が位置して拘束することで、大梁に対して小梁が横ずれするのを防止することが可能となる。従って、大梁に対する小梁の連結位置を、保持し易くなり、梁連結作業中、小梁の横ずれ防止対策を特別に実施する必要が無く、その分、手間の軽減を図り、効率的に梁連結作業を行うことができる。
また、大梁に予め一対の支持部を設けておいた状態で、その間に小梁のウェブ部が入り込むような手順で双方の連結を行う場合には、前記一対の支持部が、小梁の設置位置の目印になり、大梁に対する小梁の位置決めを容易に行うことができ、梁連結作業を効率よく実施することが可能となる。 According to the second characteristic configuration of the present invention, in addition to achieving the above-described operation and effect of the first characteristic configuration of the present invention, the upper edge flange portion of the small beam is placed on the support portion. In this state, the support portion is positioned and restrained on both sides of the web portion of the small beam, so that it is possible to prevent the small beam from being laterally displaced with respect to the large beam. Therefore, it becomes easy to maintain the connection position of the small beam to the large beam, and it is not necessary to take special measures to prevent the lateral displacement of the small beam during the beam connection work. Work can be done.
In addition, when a pair of support portions is provided in advance on the large beam and the two beam portions are connected in a procedure such that the web portion of the small beam enters between the pair of support portions, the pair of support portions are installed on the small beam. It becomes a mark of the position, the small beam can be easily positioned with respect to the large beam, and the beam connecting work can be performed efficiently.

本発明の第３の特徴構成は、前記小梁は、Ｈ形鋼で形成してあり、前記小梁の端部は、下縁フランジ部を上縁フランジ部より、小梁長手方向での中央部側へ引退する状態に形成してあるところにある。   According to a third characteristic configuration of the present invention, the small beam is formed of an H-shaped steel, and the end portion of the small beam has a lower edge flange portion at a center in the small beam longitudinal direction from the upper edge flange portion. It is in a state where it is formed in a state of retreating to the part side.

本発明の第３の特徴構成によれば、本発明の第１又は２の特徴構成による上述の作用効果を叶えることができるのに加えて、大梁に形成した支持部上に、小梁の上縁フランジ部を載置させるのに吊り降ろす際、下縁フランジ部を小梁長手方向での中央部側へ引退する状態形成してあるから、支持部に下縁フランジ部が当たり難くなり、スムースに吊り降ろし作業を実施することが可能となる。   According to the third characteristic configuration of the present invention, in addition to achieving the above-described operation and effect of the first or second characteristic configuration of the present invention, the upper portion of the small beam is mounted on the support portion formed on the large beam. When hanging down to place the edge flange part, the lower edge flange part is formed to retract to the center part side in the longitudinal direction of the beam, so the lower edge flange part is difficult to hit the support part and smooth. It is possible to carry out the work of hanging on.

本発明の第４の特徴構成は、前記下縁フランジ部の端部は、前記支持部より前記小梁中央側に位置するように形成してあるところにある。   The 4th characteristic structure of this invention exists in the place formed so that the edge part of the said lower edge flange part may be located in the said small beam center side rather than the said support part.

本発明の第４の特徴構成によれば、本発明の第１〜３の何れかの特徴構成による上述の作用効果を叶えることができるのに加えて、前記下縁フランジ部の端部を、前記支持部より前記小梁中央側に位置するように形成してあるから、小梁を支持部に対してまっすぐ吊り降ろしても下縁フランジ部が当たることがなく、スムースに小梁の設置作業及び両梁の連結作業を実施することができる。   According to the 4th characteristic structure of this invention, in addition to being able to achieve the above-mentioned effect by any 1st-3rd characteristic structure of this invention, the edge part of the said lower edge flange part is made into Since it is formed so as to be located closer to the center of the beam than the support part, even if the beam is suspended straight from the support part, the lower edge flange part does not hit, and the beam is installed smoothly. And the connecting work of both beams can be carried out.

以下に本発明の実施の形態を図面に基づいて説明する。尚、図面において従来例と同一の符号で表示した部分は、同一又は相当の部分を示している。   Embodiments of the present invention will be described below with reference to the drawings. In the drawings, the parts indicated by the same reference numerals as those in the conventional example indicate the same or corresponding parts.

図１、図２は、本発明の梁連結部構造の一実施形態を示すもので、間隔をあけて並設された一対の大梁１にわたって小梁２が載置状態に連結してある。   FIG. 1 and FIG. 2 show an embodiment of the beam connecting portion structure of the present invention, in which a small beam 2 is connected in a mounted state across a pair of large beams 1 arranged side by side at intervals.

前記大梁１は、Ｈ形鋼で構成してあり、長手方向に間隔をあけた複数箇所に小梁２を支持する支持部３が設けてある。
この支持部３は、図３に示すように、上下逆台形形状の金属板Ｐを、大梁１のフランジ部１ａ、１ｃ、ウェブ部１ｂからなる凹部４内に配置して、フランジ部１ａ、１ｃ、ウェブ部１ｂに対して外周部を溶接して構成してある。
尚、金属板Ｐは、前記凹部４の入隅に対応する角部分は、面取り形状に加工してある。また、溶接に関しては、図に示すとおり、フランジ部１ａ、１ｃに対応する辺のほぼ全長と、ウェブ部１ｂに対応する辺の上端部と下端部とを接合範囲として設定し、その範囲を溶接してある。
そして、この金属板Ｐは、図４に示すように、一箇所の支持部３に対して二枚設けてあり、この二枚の金属板で支持部３が構成されている。この二枚の金属板Ｐの間には、小梁２のウェブ部２ｂが位置できる程度の隙間Ｓが空けてある。
また、支持部３における前記小梁２が載置される被載置部分３ａは、両金属板Ｐの上辺の内、それぞれフランジ部１ａから大梁側方に突出している辺部分に設定してある。
従って、この二つの被載置部分３ａで小梁２からの荷重を受けて、それぞれ金属板Ｐを介して大梁１にその力を伝えることで小梁２の支持を叶えている。 The said large beam 1 is comprised with the H-section steel, and the support part 3 which supports the small beam 2 is provided in the several places spaced apart in the longitudinal direction.
As shown in FIG. 3, the support portion 3 includes a metal plate P having an upside down trapezoidal shape disposed in a concave portion 4 including flange portions 1 a and 1 c and a web portion 1 b of the large beam 1, and the flange portions 1 a and 1 c. The outer peripheral portion is welded to the web portion 1b.
The metal plate P has a chamfered shape at the corner corresponding to the corner of the recess 4. As for welding, as shown in the figure, the substantially entire length of the side corresponding to the flange portions 1a and 1c and the upper end and lower end of the side corresponding to the web portion 1b are set as the joining range, and the range is welded. It is.
Then, as shown in FIG. 4, two metal plates P are provided for one support portion 3, and the support portion 3 is configured by the two metal plates. A gap S is formed between the two metal plates P so that the web portion 2b of the small beam 2 can be positioned.
Moreover, the mounting part 3a in which the said small beam 2 in the support part 3 is mounted is set to the side part which protrudes from the flange part 1a to the large beam side among the upper sides of both the metal plates P, respectively. .
Therefore, the load from the small beam 2 is received by the two mounted portions 3a and the force is transmitted to the large beam 1 through the metal plate P, thereby supporting the small beam 2.

前記小梁２は、大梁１と同様にＨ形鋼で構成してある。断面設計に関しては、大梁１についても同様であるが、設計荷重や、小梁間隔等によって適宜設定されるものである。従って、図に示すように、必ずしも、大梁１と小梁２とが同一断面となるとは限らない。
当該実施形態においては、小梁２の端部は、それぞれ形状が異なっている。
一端部に関しては、図２に示すように、側面視で、端面が、斜め下方を向くような傾斜状態に仕上げてある。従って、下縁フランジ部２ｃを上縁フランジ部２ａより、小梁２長手方向での中央部側へ引退する状態に形成してある。即ち、下縁フランジ部２ｃを短く形成してある。そして、下縁フランジ部２ｃの短さの度合いは、小梁２を前記支持部３に配置する際に、支持部３の金属板Ｐが干渉しない程度に設定してある。
他端部に関しては、端面が小梁の軸に直交するように形成してある。従って、特殊な加工が必要ない。 The small beam 2 is made of H-shaped steel like the large beam 1. The cross-sectional design is the same for the large beam 1 but is appropriately set depending on the design load, the small beam interval, and the like. Therefore, as shown in the figure, the large beam 1 and the small beam 2 do not necessarily have the same cross section.
In the embodiment, the end portions of the beam 2 have different shapes.
As shown in FIG. 2, the one end is finished in an inclined state such that the end surface faces obliquely downward as viewed from the side. Therefore, the lower edge flange portion 2c is formed so as to be retracted from the upper edge flange portion 2a toward the central portion side in the longitudinal direction of the small beam 2. That is, the lower edge flange portion 2c is formed short. The degree of the shortness of the lower edge flange portion 2c is set such that the metal plate P of the support portion 3 does not interfere when the small beam 2 is disposed on the support portion 3.
The other end is formed so that the end face is orthogonal to the beam axis. Therefore, no special processing is required.

次に、大梁１間への小梁２の設置手順について説明する。
［１］ 図５（イ）に示すように、小梁２を大梁１間の設置対象部に吊り下げながら移動する。その際、小梁２の他端部が一端部より若干下がった傾斜姿勢で吊る。
［２］ 小梁２の他端部を、大梁１の支持部３に嵌めるように近接させる。近接方向は、図に示すように、小梁２の軸芯方向に沿う方向で行い、一対の金属板Ｐ間に、小梁２他端部のウェブ部２ｂを嵌め入れると共に、小梁２他端部の上縁フランジ部２ａが、金属板Ｐの被載置部分３ａ上に乗り上げるように配置する（図５（ロ）参照）。
［３］ 被載置部分３ａ上に載置状態の小梁２の他端部を支点にして、一端部を下げる。［４］ 図に示すように、小梁２の一端部ウェブ部２ｂが、大梁の隙間Ｓに上方から進入するように小梁２の位置合わせを行いながら下げ降ろす。
［５］ そして、小梁２の一端部上縁フランジ部２ａが、大梁１の支持部３上に載置されるまで下げることで、小梁２は、両端部とも支持部３によって支持されることとなり、小梁２の設置、及び、両梁の連結が完了する（図５（ハ）参照）。
尚、図には示さないが、後工程で、大梁１と小梁２との上縁部を含むようにスラブを形成することで、大梁１と小梁２とは一体化される。 Next, the installation procedure of the small beam 2 between the large beams 1 will be described.
[1] As shown in FIG. 5 (a), the small beam 2 is moved while being suspended from the installation target portion between the large beams 1. At that time, the other end of the beam 2 is hung in an inclined posture slightly lower than the one end.
[2] The other end portion of the small beam 2 is brought close to the support portion 3 of the large beam 1. As shown in the drawing, the approaching direction is a direction along the axial center direction of the beam 2, and the web portion 2 b at the other end of the beam 2 is fitted between the pair of metal plates P, and the beam 2 and the like. It arrange | positions so that the upper edge flange part 2a of an edge may run on the mounting part 3a of the metal plate P (refer FIG. 5 (B)).
[3] One end is lowered with the other end of the beam 2 placed on the placement portion 3a as a fulcrum. [4] As shown in the drawing, the one end web portion 2b of the small beam 2 is lowered and lowered while aligning the small beam 2 so as to enter the gap S between the large beams from above.
[5] The lower beam 2 is supported by the support unit 3 at both ends by lowering the upper edge flange portion 2a of the one beam 2 until it is placed on the support unit 3 of the large beam 1. As a result, the installation of the small beam 2 and the connection of both beams are completed (see FIG. 5C).
Although not shown in the drawing, the large beam 1 and the small beam 2 are integrated by forming a slab so as to include the upper edges of the large beam 1 and the small beam 2 in a later process.

本実施形態の梁連結部構造によれば、手間の掛かる材料加工を行わなくても、極めて簡単な梁連結方法を採用して、大梁と小梁との梁連結を効率よく安価に実施することが可能となる。そして、連結部分においては、上方からの荷重に対する耐力をより向上させることができる。   According to the beam connecting portion structure of the present embodiment, it is possible to efficiently and inexpensively connect a large beam and a small beam by adopting an extremely simple beam connecting method without performing time-consuming material processing. Is possible. And in a connection part, the yield strength with respect to the load from upper direction can be improved more.

〔別実施形態〕
以下に他の実施の形態を説明する。 [Another embodiment]
Other embodiments will be described below.

〈１〉 前記小梁２は、その端面形状を先の実施形態で説明した一端部は斜め下方向きの傾斜面で、他端部は傾斜のない横向き面に形成したものに限るものではなく、例えば、両端部とも、斜め下方向きの傾斜面で形成したり、又は、両端部とも、傾斜のない横向き面斜で形成してあってもよい。但し、傾斜のない横向き面の形状の場合は、大梁１間への小梁２の設置作業をスムースに行うために、図６に示すように、下縁フランジ部２ｃを上縁フランジ部２ａより長手方向に沿って引退した状態に形成しておくことが好ましい。そうすることで、大梁１間の上方から小梁２を嵌め入れることが可能となり、作業性が向上する。
〈２〉 前記支持部３は、先の実施形態で説明した一対の金属板Ｐでそれぞれに被載置部分３ａを設けて構成したものに限るものではなく、例えば、図７に示すように、何れか一方の金属板にのみ被載置部分３ａを設け、他方の金属板は、頂部を低くして小梁２を直接受けない構成とするものであってもよい。この場合は、他方の金属板は、小梁２の径方向に沿った横滑りを防止する機能が主となるから、部材断面を小さくすることができ、コストダウンを叶えることが可能となる。
〈３〉 また、前記支持部３の異なる形態としては、金属板を使用するのに替えて、図８に示すように、チャンネル材やアングル材等の形鋼を使用して少なくとも一箇所の被載置部分３ａと、前記隙間Ｓを形成するものであってもよい。
この例では、隙間Ｓの一方側には、被載置部分３ａを備えたチャンネル材Ｃを用い、隙間Ｓの他方側には、アングル材Ｌを用いてある。そして、チャンネル材Ｃは、大梁１に溶接によって接合する一方、アングル材Ｌは、隙間Ｓを確保するスペーサを介してチャンネル材Ｃにボルト接合してある。
この実施形態によれば、既製品の形鋼を、切断してそのまま使用することができ、材料加工の手間が掛かり難いことと、材料コストの低減を図ることが可能となる。 <1> The beam 2 is not limited to the end face shape described in the previous embodiment, with one end portion being an obliquely downwardly inclined surface and the other end portion being formed on a laterally inclined surface, For example, both end portions may be formed with inclined surfaces that face obliquely downward, or both end portions may be formed with laterally inclined surfaces having no inclination. However, in the case of the shape of the side face without inclination, in order to smoothly install the small beam 2 between the large beams 1, as shown in FIG. 6, the lower edge flange portion 2c is moved from the upper edge flange portion 2a. It is preferable to form it in a state of being retired along the longitudinal direction. By doing so, it becomes possible to insert the small beam 2 from above between the large beams 1, and the workability is improved.
<2> The support portion 3 is not limited to the pair of metal plates P described in the previous embodiment, each provided with a placement portion 3a. For example, as shown in FIG. The placement portion 3a may be provided only on one of the metal plates, and the other metal plate may be configured not to receive the small beam 2 directly by lowering the top portion. In this case, the other metal plate mainly functions to prevent a side slip along the radial direction of the small beam 2, so that the member cross section can be reduced and the cost can be reduced.
<3> Further, as a different form of the support portion 3, instead of using a metal plate, as shown in FIG. The mounting portion 3a and the gap S may be formed.
In this example, the channel material C provided with the placement portion 3a is used on one side of the gap S, and the angle material L is used on the other side of the gap S. The channel material C is joined to the large beam 1 by welding, while the angle material L is bolted to the channel material C via a spacer that secures the gap S.
According to this embodiment, the ready-made shape steel can be cut and used as it is, so that it is difficult to work on the material and it is possible to reduce the material cost.

尚、上述のように、図面との対照を便利にするために符号を記したが、該記入により本発明は添付図面の構成に限定されるものではない。   In addition, as mentioned above, although the code | symbol was written in order to make contrast with drawing convenient, this invention is not limited to the structure of an accompanying drawing by this entry.

梁の連結状態を示す斜視図The perspective view which shows the connection state of a beam 梁の連結状態を示す大梁軸芯方向視断面図Cross-sectional view of the beam in the axial direction showing the connection of the beams 支持部を示す大梁軸芯方向視断面図A cross-sectional view in the axial direction of the beam showing the support 支持部を示す大梁側面視断面図Cross-sectional view of the side of the beam showing the support 梁の連結手順を示す大梁軸芯方向視説明図Large beam axial direction view illustrating the beam connection procedure 別実施形態の梁の連結状態を示す大梁軸芯方向視断面図Cross-sectional view in the direction of the main beam axis showing the connection state of beams according to another embodiment 別実施形態の梁の連結状態を示す大梁軸芯方向視断面図Cross-sectional view in the direction of the main beam axis showing the connection state of beams according to another embodiment 別実施形態の梁の連結状態を示す大梁軸芯方向視断面図Cross-sectional view in the direction of the main beam axis showing the connection state of beams according to another embodiment 従来の梁の連結状態を示す大梁軸芯方向視断面図Cross-sectional view in the axial direction of the main beam showing the connection state of conventional beams 従来の梁の連結状態を示す大梁軸芯方向視断面図Cross-sectional view in the axial direction of the main beam showing the connection state of conventional beams

符号の説明Explanation of symbols

１ 大梁
２ 小梁
２ａ 上縁フランジ部
２ｂ ウェブ部
２ｃ 下縁フランジ部
３ 支持部 DESCRIPTION OF SYMBOLS 1 Large beam 2 Small beam 2a Upper edge flange part 2b Web part 2c Lower edge flange part 3 Support part

Claims (4)

大梁の側方に小梁を受けて支持する支持部を設け、前記大梁に交差する方向に配置される前記小梁の端部を、前記支持部上に載置して支持させてある梁連結部構造であって、
前記支持部上に、前記小梁の上縁フランジ部を載置して支持させてある梁連結部構造。 A beam connecting portion that receives and supports the small beam on the side of the large beam, and the end of the small beam arranged in a direction intersecting the large beam is placed on the supporting portion and supported. A partial structure,
A beam connecting portion structure in which an upper edge flange portion of the small beam is placed and supported on the support portion. 前記小梁は、形鋼部材で形成してあり、前記支持部は、前記小梁のウェブ部を挟んだ両側方に各別に位置させてあり、その支持部上縁部で前記小梁の上縁フランジ部を下方から支持させてある請求項１に記載の梁連結部構造。   The small beam is formed of a shape steel member, and the support portions are separately positioned on both sides of the small beam web portion, and the upper edge portion of the support portion is located above the small beam. The beam connecting portion structure according to claim 1, wherein the edge flange portion is supported from below. 前記小梁は、Ｈ形鋼で形成してあり、前記小梁の端部は、下縁フランジ部を上縁フランジ部より、小梁長手方向での中央部側へ引退する状態に形成してある請求項１又は２に記載の梁連結部構造。   The small beam is formed of H-shaped steel, and the end of the small beam is formed such that the lower edge flange portion is retracted from the upper edge flange portion to the central portion side in the longitudinal direction of the small beam. The beam connecting part structure according to claim 1 or 2. 前記下縁フランジ部の端部は、前記支持部より前記小梁中央側に位置するように形成してある請求項１〜３の何れか一項に記載の梁連結部構造。   The beam connecting portion structure according to any one of claims 1 to 3, wherein an end portion of the lower edge flange portion is formed so as to be positioned closer to the beam center side than the support portion.
JP2003343543A 2003-10-01 2003-10-01 Beam connection structure Expired - Fee Related JP4130164B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032098A (en) * 2005-07-27 2007-02-08 Nippon Steel Corp Method of connecting between large beam and small beam, and connection structure between the same
DE112007000860T5 (en) 2006-06-16 2009-09-03 Matsushita Electric Industrial Co. Ltd. A fuel cell film electrode assembly, a fuel cell polymer electrolyte cell, and a method of manufacturing a polymer electrolytic fuel cell and a film electrode assembly
JP2011219967A (en) * 2010-04-08 2011-11-04 Sumitomo Metal Ind Ltd Floor panel for steel structure, floor panel junction structure and floor framing of steel structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032098A (en) * 2005-07-27 2007-02-08 Nippon Steel Corp Method of connecting between large beam and small beam, and connection structure between the same
JP4690810B2 (en) * 2005-07-27 2011-06-01 新日本製鐵株式会社 Large beam and small beam joint construction method and joint structure
DE112007000860T5 (en) 2006-06-16 2009-09-03 Matsushita Electric Industrial Co. Ltd. A fuel cell film electrode assembly, a fuel cell polymer electrolyte cell, and a method of manufacturing a polymer electrolytic fuel cell and a film electrode assembly
JP2011219967A (en) * 2010-04-08 2011-11-04 Sumitomo Metal Ind Ltd Floor panel for steel structure, floor panel junction structure and floor framing of steel structure

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