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JP2010001651A - Girder and beam connection device - Google Patents

Girder and beam connection device Download PDF

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Publication number
JP2010001651A
JP2010001651A JP2008161440A JP2008161440A JP2010001651A JP 2010001651 A JP2010001651 A JP 2010001651A JP 2008161440 A JP2008161440 A JP 2008161440A JP 2008161440 A JP2008161440 A JP 2008161440A JP 2010001651 A JP2010001651 A JP 2010001651A
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reinforcing
girder
small
wave
end plate
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JP2008161440A
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Japanese (ja)
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Katsuhiro Osawa
沢 勝 洋 大
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a girder and beam connection device which is simple in structure, and fastens beams onto a girder made of an H-steel from both sides to mount the former on the latter, to thereby improve the tensile strength of the beams. <P>SOLUTION: According to the structure of the girder and beam connection device, end plates 9, 14 of the respective beams 5, 10 opposed to each other across the girder 1 are mounted on the beam 1 by means of mounting bolts 15. Then reinforcing members 17 are arranged at a corner angle formed by the end plate 9 of one of the beams 5 and a wave 2, and at a corner angle formed by the end plate 14 of the other beam 10 opposed to the one beam across the girder 1 and a wave 11, and a reinforcing bolt 18 is diagonally penetrated into a connection portion via the reinforcing members 17. Furthermore, the reinforcing bolts 18 are arranged at a plurality of locations in a staggered manner. Also the reinforcing members 17 each have a curved seat bearer 22 formed therein, and the reinforcing bolt 18 has a curved bearing 21 formed thereon. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、H型鋼の大梁に両側から小梁を締結して取付けるようにした大梁小梁の接合装置に関する。   The present invention relates to a joining apparatus for a large beam and a small beam, which are attached to a large beam of H-shaped steel by fastening the small beam from both sides.

近年、建設業界においてビルや強度を必要とする建築物にH型鋼を使用することは当然のことであり、H型鋼の大梁に小梁をボルト等で締結したり溶接して取付けるようにした大梁小梁の接合方法や接合構造が多数提案されている。なかでも比較的簡単な接合構造として、H型鋼の大梁の上下フランジ部に継ぎ金物を取付け、この側面に両側の対向する小梁のエンドプレートをボルトで締結して取付けるようにした接合構造が開示されている。さらにこの構造では小梁の引張り強度が弱いのでH型鋼の大梁のウェーブ部に補助金物を取付け、小梁のエンドプレートをこの補助金物にもボルトで締結して強度を向上させるようにした接合構造も開示されている。(例えば、特許文献1参照)
特開平8−60739号 公報
In recent years, it has been natural to use H-shaped steel for buildings and buildings that require strength in the construction industry. A large beam that is attached to a large beam of H-shaped steel by fastening or welding a small beam with a bolt or the like. Many methods and structures for joining small beams have been proposed. In particular, as a relatively simple joining structure, a joining structure is disclosed in which a joint is attached to the upper and lower flanges of an H-shaped steel beam and the end plates of opposite beams on both sides are fastened to this side with bolts. Has been. In addition, since the tensile strength of the small beam is weak in this structure, a substructure is attached to the wave section of the H-beam, and the end plate of the small beam is also fastened to the substructure with bolts to improve the strength. Is also disclosed. (For example, see Patent Document 1)
JP-A-8-60739

しかしながら上記従来の構成では、H型鋼の大梁に小梁を対向して取付ける場合に、大梁の上下フランジ部に継ぎ金物を取付け、さらに大梁のウェーブ部に補助金物を取付けておいて小梁のエンドプレートを継ぎ金物と補助金物にボルトで締結して取付けるため、別途継ぎ金物と補助金物が必要となり接合部構造が大きくなって周辺の構造との関係もあって不都合となる。また接合のための構造物が増加するし、このことによってコストも増加する要因ともなっていた。   However, in the above-described conventional configuration, when attaching the small beam to the H-beam large beam, a joint is attached to the upper and lower flanges of the large beam, and an auxiliary metal is attached to the wave portion of the large beam, and the end of the small beam is attached. Since the plate is fastened to the joint and the auxiliary metal by bolts, a separate joint and auxiliary metal are required, which increases the joint structure and is inconvenient because of the relationship with the surrounding structure. Moreover, the structure for joining increases and this has also become a factor which also increases cost.

本発明は上記従来の課題を解決するもので、簡単な構成でH型鋼の大梁に両側から小梁を締結して取付け、小梁の引張り強度を向上した大梁小梁の接合装置を提供することを目的とする。   The present invention solves the above-described conventional problems, and provides a joining device for a large beam and a small beam which has a simple structure and is fastened to a large beam of H-shaped steel from both sides to improve the tensile strength of the small beam. With the goal.

上記課題を解決するために本発明の大梁小梁の接合装置は、大梁と、この大梁を挟んで対向する小梁のエンドプレートを取付けボルトで前記大梁に取付けると共に、一方の小梁のエンドプレートとウェーブとで形成される隅角と大梁を挟んで対向する他方の小梁のエンドプレートとウェーブとで形成される隅角に補強部材を配設し、この補強部材を介して補強ボルトを斜めに締結するようにした構成としたものである。従って、大梁を挟んで対向する小梁同士の略中央部が締結されるため小梁の引張り強度が向上するという作用を有することとなる。   In order to solve the above-described problems, a joining apparatus for a girder and a girder according to the present invention is to attach a girder and an end plate of the girder opposite to each other across the girder to the girder with a mounting bolt, and end plate of one girder. A reinforcing member is disposed at the corner formed by the corner formed by the wave and the corner of the other small beam facing each other across the large beam, and the corner formed by the wave, and the reinforcing bolt is inclined through the reinforcing member. It is set as the structure made to fasten. Therefore, since the substantially central portions of the small beams facing each other across the large beam are fastened, the tensile strength of the small beam is improved.

また本発明の第2の大梁小梁の接合装置は、補強ボルトを互い違いに複数個所配設した構成としたものである。従って、上記した小梁の引張り強度がさらに向上するという作用を有することとなる。   In addition, the second large beam / small beam joining apparatus of the present invention has a configuration in which a plurality of reinforcing bolts are alternately arranged. Therefore, the tensile strength of the above-mentioned beam is further improved.

さらに本発明の第3の大梁小梁の接合装置は、補強部材に曲面座受けを形成すると共に補強ボルトに曲面座金を設けた構成としたものである。従って、補強ボルトを締結すれば補強部材の曲面座受けに合致して取付けられるため締め付けミスが防止されるという作用を有することとなる。   Furthermore, the third large beam / small beam joining apparatus of the present invention has a configuration in which a curved washer is formed on the reinforcing member and a curved washer is provided on the reinforcing bolt. Therefore, if the reinforcing bolt is fastened, it is attached in conformity with the curved surface seat of the reinforcing member, so that a fastening error is prevented.

本発明の大梁小梁の接合装置は、上記構成を備えたことにより、大梁を挟んで対向する小梁同士の略中央部も補強ボルトで締結されるため小梁の引張り強度が向上し、コスト高で手間のかかる溶接を使用することなく強固な接合構造が得られることになる。また、補強ボルトを互い違いに複数個所配設することにより上記した小梁の引張り強度がさらに向上することになる。さらには、補強部材に曲面座受けを形成すると共に補強ボルトに曲面座金を設けた構成としたため、補強ボルトを締結すれば補強部材の曲面座受けに合致して取付けられるため締め付けミスが防止できるといったような多くの作用効果が得られる。   With the above-described structure, the apparatus for joining a girder and a girder of the present invention has the above-described configuration, so that the substantially central portion of the girder facing each other across the girder is also fastened with a reinforcing bolt, thereby improving the tensile strength of the girder and reducing the cost. A strong joint structure can be obtained without using high and time-consuming welding. Moreover, the tensile strength of the above-mentioned beam can be further improved by arranging a plurality of reinforcing bolts alternately. Furthermore, since the curved member is formed on the reinforcing member and the curved member is provided with the curved washer, if the reinforcing bolt is fastened, it can be attached to the curved member of the reinforcing member so that a mistake in tightening can be prevented. Many functions and effects can be obtained.

以下本発明の一実施の形態について、図面を参照しながら説明する。図1は本発明の大梁小梁の接合装置の要部断面平面図で、図2は分解斜視図である。両図において、1はH型鋼の大梁でウェーブ2の上下に上フランジ3と下フランジ4とより構成されている。5は一方の小梁でウェーブ6の上下に上フランジ7と下フランジ8とを有し、端部に取付板としてのエンドプレート9が一体的に構成されており、同様に他方の小梁10もウェーブ11の上下に上フランジ12と下フランジ13とを有し、端部に取付板としてのエンドプレート14が一体的に構成されている。このようなH型鋼の大梁1に対向する小梁5と小梁10とを接合するには、図1に示すように一方の小梁5のエンドプレート9と他方の小梁10のエンドプレート14とを大梁1のウェーブ2を挟んで対抗させ、両端近傍にそれぞれ取付けボルト15とナット16で締結する。   Hereinafter, an embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a cross-sectional plan view of a principal part of a joining apparatus for large beams and small beams according to the present invention, and FIG. 2 is an exploded perspective view. In both figures, reference numeral 1 denotes a large beam of H-shaped steel, which is composed of an upper flange 3 and a lower flange 4 above and below the wave 2. Reference numeral 5 denotes one small beam having an upper flange 7 and a lower flange 8 above and below the wave 6, and an end plate 9 as an attachment plate is integrally formed at the end, and similarly, the other small beam 10 is formed. 1 also has an upper flange 12 and a lower flange 13 above and below the wave 11, and an end plate 14 as a mounting plate is integrally formed at the end. In order to join the small beam 5 and the small beam 10 facing the H-shaped steel large beam 1, as shown in FIG. 1, the end plate 9 of one small beam 5 and the end plate 14 of the other small beam 10. Are opposed to each other with the wave 2 of the large beam 1 interposed therebetween, and are fastened with attachment bolts 15 and nuts 16 in the vicinity of both ends.

さらに本発明では、一方の小梁5のエンドプレート9とウェーブ6とで形成される隅角と大梁1のウェーブ2を挟んで対向する他方の小梁10のエンドプレート14とウェーブ11とで形成される隅角に補強金具17を配設し、この補強金具17を介して補強ボルト18とナット19とで斜めに締結する。このとき大梁1のウェーブ2には予め図2に示すごとくバカ穴20を形成しておけば締結がスムースになる。また、この補強ボルト構成を互い違いに複数個所配設すると、小梁5と10の略中心部分が強固に締結されるため小梁の引張り強度がさらに向上する。また、各々の隅角に設けられる補強金具17はウェーブとエンドプレート側面に当接するようにしてもよいが、溶接して一体化するとより強固になる。このようにボルト締結構造にすることによって、コスト高で手間のかかる溶接を使用することなく強固な接合ができるし建設現場での作業が簡単となることから小資材での運搬が可能となる。   Further, in the present invention, the corner formed by the end plate 9 and the wave 6 of one small beam 5 and the end plate 14 and the wave 11 of the other small beam 10 facing each other across the wave 2 of the large beam 1 are formed. Reinforcing metal fittings 17 are disposed at the corners, and the reinforcing bolts 18 and nuts 19 are fastened obliquely via the reinforcing metal fittings 17. At this time, if the flaw hole 20 is previously formed in the wave 2 of the large beam 1 as shown in FIG. 2, the fastening is smooth. Further, when a plurality of the reinforcing bolt structures are arranged alternately, the substantially central portions of the small beams 5 and 10 are firmly fastened, so that the tensile strength of the small beams is further improved. Further, the reinforcing metal fittings 17 provided at the respective corners may be in contact with the wave and the side surface of the end plate, but become stronger when integrated by welding. By adopting such a bolt fastening structure, it is possible to perform strong joining without using costly and time-consuming welding, and the work at the construction site is simplified, so that transportation with small materials becomes possible.

つぎに、補強金具17と補強ボルト18の締結構成について図3と共に説明する。図3は補強金具と補強ボルトの要部拡大断面図で、補強ボルト18には曲面座金21が用いられており、この曲面と合致する曲面が補強金具17に曲面座受け22として形成されている。したがって、大梁小梁の接合に際して補強ボルト18をねじ込んでいくと補強ボルト18の曲面座金21は補強金具17の曲面座受け22に合致しながら締結されることになり、ボルト穴を少し大きく形成していてもボルト穴中心で締結固定されることになる。   Next, a fastening configuration of the reinforcing bracket 17 and the reinforcing bolt 18 will be described with reference to FIG. FIG. 3 is an enlarged cross-sectional view of the main parts of the reinforcing bracket and the reinforcing bolt. A curved washer 21 is used for the reinforcing bolt 18, and a curved surface that matches the curved surface is formed as a curved seat receiver 22 on the reinforcing bracket 17. . Therefore, when the reinforcing bolt 18 is screwed in joining the large beam and the small beam, the curved washer 21 of the reinforcing bolt 18 is fastened while being matched to the curved seat receiver 22 of the reinforcing bracket 17, so that the bolt hole is formed slightly larger. However, it is fastened and fixed at the center of the bolt hole.

本発明の大梁小梁の接合装置は、H型鋼の大梁に両側から小梁を締結して取付け、小梁の引張り強度を向上するようにしたものでビルや強度を必要とする建築物等の建設業界において有用である。   The apparatus for joining a large beam and a small beam according to the present invention is such that a small beam is fastened and attached to a large beam of H-shaped steel from both sides to improve the tensile strength of the small beam. Useful in the construction industry.

本発明の大梁小梁の接合装置の要部断面平面図Cross-sectional plan view of the main part of the joining apparatus for large beams and small beams of the present invention 本発明の大梁小梁の接合装置の分解斜視図The exploded perspective view of the joining device of a big beam and a small beam of the present invention 本発明の補強ボルトの要部拡大断面図The principal part expanded sectional view of the reinforcement bolt of the present invention

符号の説明Explanation of symbols

1 大梁
2 ウェーブ
5 小梁
6 ウェーブ
9 エンドプレート
10 小梁
11 ウェーブ
14 エンドプレート
15 取付けボルト
16 ナット
17 補強金具
18 補強ボルト
19 ナット
20 バカ穴
21 曲面座金
22 曲面座受け
DESCRIPTION OF SYMBOLS 1 Large beam 2 Wave 5 Small beam 6 Wave 9 End plate 10 Small beam 11 Wave 14 End plate 15 Mounting bolt 16 Nut 17 Reinforcement metal fitting 18 Reinforcement bolt 19 Nut 20 Stiff hole 21 Curved washer 22 Curved washer

Claims (3)

大梁と、この大梁を挟んで対向する小梁のエンドプレートを取付けボルトで前記大梁に取付けると共に、一方の小梁のエンドプレートとウェーブとで形成される隅角と大梁を挟んで対向する他方の小梁のエンドプレートとウェーブとで形成される隅角に補強部材を配設し、この補強部材を介して補強ボルトを斜めに締結するようにしたことを特徴とする大梁小梁の接合装置。   A large beam and an end plate of the small beam facing each other across the large beam are attached to the large beam with mounting bolts, and a corner formed by the end plate and the wave of one small beam and the other opposed to the other across the large beam. A joining device for a large beam and a small beam, wherein a reinforcing member is disposed at a corner formed by an end plate and a wave of the small beam, and a reinforcing bolt is obliquely fastened through the reinforcing member. 補強ボルトを互い違いに複数個所配設したことを特徴とする請求項1記載の大梁小梁の接合装置。   The apparatus for joining large and small beams according to claim 1, wherein a plurality of reinforcing bolts are alternately arranged. 補強部材に曲面座受けを形成すると共に補強ボルトに曲面座金を設けたことを特徴とする請求項1記載の大梁小梁の接合装置。   2. The apparatus for joining large and small beams according to claim 1, wherein a curved washer is formed on the reinforcing member and a curved washer is provided on the reinforcing bolt.
JP2008161440A 2008-06-20 2008-06-20 Girder and beam connection device Pending JP2010001651A (en)

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JP2010001651A true JP2010001651A (en) 2010-01-07

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190076588A (en) * 2017-12-22 2019-07-02 삼성물산 주식회사 Non-Welding Hybrid Bonded Rigid Connection in Steel Structure
CN110656697A (en) * 2019-10-14 2020-01-07 安徽建筑大学 A connection node of a prefabricated concrete frame beam-column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190076588A (en) * 2017-12-22 2019-07-02 삼성물산 주식회사 Non-Welding Hybrid Bonded Rigid Connection in Steel Structure
KR102039095B1 (en) 2017-12-22 2019-11-26 삼성물산(주) Non-Welding Hybrid Bonded Rigid Connection in Steel Structure
CN110656697A (en) * 2019-10-14 2020-01-07 安徽建筑大学 A connection node of a prefabricated concrete frame beam-column

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