JPH03221637A - Beam and beam connecting structure - Google Patents

Beam and beam connecting structure

Info

Publication number
JPH03221637A
JPH03221637A JP1618090A JP1618090A JPH03221637A JP H03221637 A JPH03221637 A JP H03221637A JP 1618090 A JP1618090 A JP 1618090A JP 1618090 A JP1618090 A JP 1618090A JP H03221637 A JPH03221637 A JP H03221637A
Authority
JP
Japan
Prior art keywords
shaped
shaped beam
end portion
web
fixed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP1618090A
Other languages
Japanese (ja)
Inventor
Shinichi Kiriyama
伸一 桐山
Hiroyuki Sasao
博行 笹尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP1618090A priority Critical patent/JPH03221637A/en
Publication of JPH03221637A publication Critical patent/JPH03221637A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To simply position a beam and fix the same by fixing an auxiliary plate to the first H-shaped beam end portion web, projecting connecting members having an L-shaped section on the second H-shaped beam end portion web, and bringing both of them into surface contact with each other to be fixed. CONSTITUTION:Auxiliary plates 5a, 5b intersecting perpendicularly to both end portion webs are fixed to both sides of both end portion webs 2 of the first H-shaped beam 1, and connecting members 7, 8 having an L-shaped section are respectively fixed to both end portion webs 2 of the second H-shaped beam 6 in such a manner as to be opposite to each other. In the case of connecting both beams, a base panel 8a and a forward end panel 8b of the connecting member 8 of the second H-shaped beam 6 are respectively brought into surface contact with the side surfaces of the web 2 of the first H-shaped beam 1 and the auxiliary plates 5a, 5b, and then a bolt 11 is inserted through boltholes 9 bored in the above members, and a nut 12 is screw- engaged with the bolt and fixed. The third and fourth H-shaped beams 6 are simply fitted to the first H-shaped beam 1 in the same manner as the second beam 6 through the connecting member 8 of the end portion web. Thus, beams can be simply positioned while the end portion of one beam is brought into surface contact with the end portion of the other beam in two surfaces, and fitted and fixed.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明は梁と梁を相互に接続する構造に係り、特に複数
個の梁を夫々端部に於いて相互に接続した梁と梁の接続
構造に関するものである。
[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a structure for interconnecting beams, and particularly relates to a beam-to-beam connection in which a plurality of beams are interconnected at their respective ends. It's about structure.

〈従来の技術〉 従来のこの種の柔又は梁の接続構造としては例えば、特
開昭83−55235号公報(第1公知技術)四63−
83339号公報(第2公知技術)、実開昭82−17
5107号公報(第3公知技術)、同62−17510
8号公報(第4公知技術)等が公知である。
<Prior art> As a conventional flexible or beam connection structure of this type, for example, Japanese Patent Application Laid-Open No. 83-55235 (first known technology) 463-
Publication No. 83339 (second known technology), Utility Model Application Publication No. 82-17
Publication No. 5107 (3rd known technology), 62-17510
Publication No. 8 (fourth known technique) and the like are publicly known.

E記公知技術の内、第1公知技術は梁の端部に平板状の
スプライスプレートを取り付け、このスプライスプレー
トを介して断面十字形間柱の接続片に梁を取り付ける構
造の技術である。
Among the known techniques described in E, the first known technique has a structure in which a flat splice plate is attached to the end of a beam, and the beam is attached to a connecting piece of a stud having a cruciform cross section via this splice plate.

第2公知技術はフランジ部に突出部を突設したT型接合
金具を梁の上下フランジに夫々ボルト止めした後、フラ
ンジ部を間柱のフランジに当接してボルト止めする構造
の技術である。
The second known technique is a technique in which a T-shaped joint having a protruding portion on the flange portion is bolted to the upper and lower flanges of the beam, respectively, and then the flange portion is abutted against the flange of the stud and bolted.

第3公知技術及び第4公知技術は夫々平板状の接続板を
梁の端部ウェブに固定し、この接続板を断面十字形柱の
接続片にボルト止めするか、或いは間柱の各側面に予め
接続片を突設し、この接続片に梁の端部ウェブを当接し
てボルト止めする構造である。
The third known technique and the fourth known technique each fix a flat connecting plate to the end web of a beam, and bolt this connecting plate to a connecting piece of a cruciform cross-section column, or preliminarily attach it to each side of a stud. It has a structure in which a connecting piece is provided in a protruding manner, and the end web of the beam is brought into contact with this connecting piece and bolted.

〈発明が解決しようとする課題〉 然るに前述の従来の公知技術は梁と梁或いは梁と間柱等
を平板状の接続板等を介して一面で面接して接続するの
で、位置決めが困難であると共に不安定であり、強度的
にも構造が弱い等の問題があった。
<Problems to be Solved by the Invention> However, in the conventional known technology described above, the beams or beams and studs are connected face-to-face via flat connecting plates, etc., which makes positioning difficult and difficult. There were problems such as instability and weak structure in terms of strength.

また前述の従来の技術に於いては、特に3個或いは4個
の梁を夫々端部に於いて相互に接続する為には、梁の端
部を特殊な形状の接bc具を介して相互に接続しない限
りは、これ等の多くの梁を簡単な単一構造を保って接続
することが困難である問題があった。
In addition, in the above-mentioned conventional technology, especially in order to connect three or four beams to each other at their respective ends, the ends of the beams are connected to each other through specially shaped connectors. There was a problem in that it was difficult to connect many of these beams while maintaining a simple single structure unless they were connected to the same structure.

本発明に係る梁と梁の接続構造は上述の従来の問題点に
鑑み開発された全く新規な技術に関するものである。
The beam-to-beam connection structure according to the present invention relates to a completely new technology developed in view of the above-mentioned conventional problems.

く課題を解決するための手段〉 本発明に係る梁と梁の接続構造は前述の従来の問題点を
根本的に改善した全く新規な技術であって、その要旨は
端部のウェブにこのウェブと直交する補助板を固着した
第1のH型梁と、断面り型接続部材を端部のウェブに固
着して突設した第2のH型梁とよりなり、前記断面り型
接続部材を第1のH型梁のウェブ及び補助板に夫々面接
して接続したものである。
Means for Solving the Problems> The beam-to-beam connection structure according to the present invention is a completely new technology that fundamentally improves the above-mentioned conventional problems. The beam consists of a first H-shaped beam to which an auxiliary plate perpendicular to the auxiliary plate is fixed, and a second H-shaped beam to which a cross-section type connection member is fixed and protruded from the end web, and the cross-section type connection member is connected to the first H-shaped beam. It is connected to the web of the first H-shaped beam and the auxiliary plate by facing each other.

く作用〉 本発明に係る梁と梁の接続構造は上述の如く、第1のH
型梁の端部ウェブにこのウェブと直交する補助板を固着
し、かつ第2のH型梁の端部ウェブに断面り型接続部材
を突設したので、第1のH型梁のウェブと補助板とによ
って形成される直交する2面に、第2のH型梁の断面り
型接続部材の2面を夫々面接させることが出来、これに
よって$2のH型梁の方向及び位置決めを容易にすると
共に、第2のH型梁を第1のH型梁に強固に安定した状
態で取付固定することが出来る。
Effect> As described above, the beam-to-beam connection structure according to the present invention has the first H
An auxiliary plate that is perpendicular to this web is fixed to the end web of the shaped beam, and a cross-sectional connecting member is provided protruding from the end web of the second H-shaped beam, so that the web of the first H-shaped beam and The two surfaces of the cross-section type connecting member of the second H-shaped beam can be brought into contact with the two orthogonal surfaces formed by the auxiliary plate, which facilitates the direction and positioning of the $2 H-shaped beam. At the same time, the second H-shaped beam can be firmly and stably attached and fixed to the first H-shaped beam.

本発明に係る梁と梁の接続構造は上述の如き構造を有す
るので、第2のH型梁を第1のH型梁の端部にこの梁の
軸方向及び軸と直交する両方向に夫々極めて単純な同一
構造で接続することが出来る。
Since the beam-to-beam connection structure according to the present invention has the above-described structure, the second H-shaped beam is attached to the end of the first H-shaped beam in both the axial direction of this beam and in the direction orthogonal to the axis. They can be connected using the same simple structure.

〈実施例〉 図により本発明に係る梁と梁の接続構造について説明す
ると、第1図は本発明に係る梁と梁の接続構造の要部を
示す斜視図、第2図(A)は第1のH型梁の平面図、同
図(B)はその側面図、同図(C)はその正面図、第3
図(A)は第2のH型梁の平面図、同図(B)はその側
面図、同図(C)はその正面図、第4図は梁と梁の接合
状態を示す水平断面説明図である。
<Example> To explain the beam-to-beam connection structure according to the present invention with reference to figures, FIG. 1 is a perspective view showing the main part of the beam-to-beam connection structure according to the present invention, and FIG. The plan view of the H-shaped beam No. 1, the same figure (B) its side view, the same figure (C) its front view, the third
Figure (A) is a plan view of the second H-shaped beam, Figure (B) is its side view, Figure (C) is its front view, and Figure 4 is a horizontal cross-sectional explanation showing the joint state of the beams. It is a diagram.

第1図乃至第3図に於いて、1は第1のH型梁であって
、垂直ウェブ2の上下にフランジ3.4を夫々一体内に
接続することによって構成されている。
In FIGS. 1 to 3, reference numeral 1 denotes a first H-shaped beam, which is constructed by integrally connecting flanges 3.4 at the top and bottom of a vertical web 2, respectively.

またこの第1のH型梁1の両端部のウェブ2の両側面に
は夫々このウェブ2と直交する補助板5a、5bが夫々
ウェブ2に固着されている。
Further, on both sides of the web 2 at both ends of the first H-shaped beam 1, auxiliary plates 5a and 5b, which are perpendicular to the web 2, are fixed to the web 2, respectively.

従ってウェブ2とこれ等の補助板5a、5bとで断面十
字形支柱を形成している。
Therefore, the web 2 and these auxiliary plates 5a, 5b form a cross-shaped support.

次に6は第2のH型梁であって、垂直ウェブ2の上下に
フランジ3,4を夫々一体内に接続することによって構
成されている。
Next, 6 is a second H-shaped beam, which is constructed by integrally connecting flanges 3 and 4 at the top and bottom of the vertical web 2, respectively.

この第2のH型梁6の両端部のウェブ2には夫々断面り
型接続部材7.8がお互いに逆向きになるように固着さ
れている。
To the webs 2 at both ends of the second H-shaped beam 6, cross-section connecting members 7.8 are fixed in opposite directions.

この断面り型接続部材7,8は夫々中型梁6の軸と平行
する基部パネル7a、8aの先端に、H型梁6の軸と直
交する方向に折り曲げた先端パネル7b、8t)をカギ
状に一体的に連設することによって構成されている。
These cross-section type connecting members 7 and 8 have end panels 7b and 8t) bent in a direction perpendicular to the axis of the H-shaped beam 6 at the ends of base panels 7a and 8a parallel to the axis of the medium-sized beam 6, respectively, in the shape of a key. It is constructed by integrally connecting the

また、前記断面り型接続部材7.8の先端パネル7b、
8bには夫々所定位置に複数個のボルト穴9が穿設され
、かつ基部パネル7a、8aには夫々所定位置に複数個
の大径穴10が穿設されている。この大径穴10はナツ
ト又はボルト頭等の部材が挿入し得る内径を持ってS威
されている。
Further, the tip panel 7b of the cross-section type connecting member 7.8,
A plurality of bolt holes 9 are drilled at predetermined positions in each of the base panels 7a and 8b, and a plurality of large diameter holes 10 are bored at predetermined positions in each of the base panels 7a and 8a. This large-diameter hole 10 is S-shaped and has an inner diameter into which a member such as a nut or bolt head can be inserted.

前記第1のH型梁1のフランジ2の端部及び補助板5a
、5bの夫々の所定位置にもボルト穴9が穿設されてい
る。
The end of the flange 2 of the first H-shaped beam 1 and the auxiliary plate 5a
, 5b are also provided with bolt holes 9 at predetermined positions.

次に本発明に係る第1のH型梁lの端部に第2のH型梁
6の端部に連結するに当たっては、第3図及び第4図に
示す如く、第2のH型梁6の端部に突設された断面り型
接続部材8の基部パネル8a及び先端パネル8bを夫々
第1のH型梁1のウェブ2及び補助板5a、5bの側面
に面接した後、これ等に穿設されたポルト穴9にポル)
11を挿通してナツト12を螺合することによって第1
のH5梁1に第2のH型梁6をボルト止めすることが出
来る。
Next, when connecting the end of the first H-shaped beam l according to the present invention to the end of the second H-shaped beam 6, as shown in FIGS. After the base panel 8a and tip panel 8b of the cross-sectional connecting member 8 protruding from the end of the cross section 6 are faced to the side surfaces of the web 2 and the auxiliary plates 5a, 5b of the first H-shaped beam 1, these Port hole 9 drilled in
11 and screwing together the nut 12.
The second H-shaped beam 6 can be bolted to the H5 beam 1 of.

第3のH型梁6及び第4のH型梁6も、夫々第2のH型
梁6と同様に、その端部ウェブ2に断面り型接続部材8
を予め取り付けておくことによって、第1のH型梁lに
簡単に取り付けることが出来る。特に第4図に示す如く
、これ等のH型梁6も該第2のH型梁6と全く同様の工
程を経ることによって、に第1のH型梁1の端部に隣り
合わせに夫々別の方向に簡単にボルト止めすることが出
来る。
Similarly to the second H-shaped beam 6, the third H-shaped beam 6 and the fourth H-shaped beam 6 each have a cross-section connecting member 8 at their end web 2.
By attaching it in advance, it can be easily attached to the first H-shaped beam l. In particular, as shown in FIG. 4, these H-shaped beams 6 are also separated into adjacent ends of the first H-shaped beam 1 by going through the same process as the second H-shaped beam 6. It can be easily bolted in the direction of

第2のH型梁6を第1のH型梁lに取付固定した後で、
第3のH型梁6及び第4のH型梁6を隣り合わせに第1
のH型梁lに取付固定するに当たっては、先に取り付け
られたポルト11の頭或いはナツト12等の突出部材は
第4図に示す如く、断面り型接続部材8の基部パネル8
aに穿設した大径穴10に挿入することが出来る。
After attaching and fixing the second H-shaped beam 6 to the first H-shaped beam l,
The third H-shaped beam 6 and the fourth H-shaped beam 6 are placed next to each other.
When attaching and fixing to the H-shaped beam l, the protruding members such as the head or nut 12 of the previously attached port 11 are attached to the base panel 8 of the cross-section type connecting member 8, as shown in FIG.
It can be inserted into the large diameter hole 10 drilled in a.

従って、第1のH型梁lの端部に複数個のH型梁6を隣
り合わせに接続する場合にも、H型梁6同志の接続は互
いに干渉し合わずに接続することが出来、各H型梁6の
取付順序を自在にすることが出来る。
Therefore, even when a plurality of H-shaped beams 6 are connected side by side to the end of the first H-shaped beam l, the H-shaped beams 6 can be connected without interfering with each other, and each The H-shaped beam 6 can be attached in any order.

〈発明の効果〉 本発明に係る梁と梁の接続構造は上述の如き構造と作用
とを有するので、一方の梁の端部を他方の梁の端部に2
面に於いて面接させながら簡単に位置決めして強固に安
定した状態で取付固定することが出来る。
<Effects of the Invention> Since the beam-to-beam connection structure according to the present invention has the structure and operation as described above, the end of one beam is connected to the end of the other beam by two.
It can be easily positioned while facing the surface, and can be firmly and stably mounted and fixed.

また一方の梁に対して3個迄の梁を隣り合わせに極めて
単純な同一形状の接続部材を介して簡単に接続すること
が出来る等の特徴を有するものである。
Further, it has the feature that up to three beams can be easily connected to one beam side by side through extremely simple connecting members having the same shape.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明に係る梁と梁の接合構造の要部を示す斜
視図、第2図(A)は第1のH型梁の平面図、同図(B
)はその側面図、同図(C)はその正面図、第3図(A
)は第2のH型梁の平面図、同図(B)はその側面図、
同図(C)はその正面図、第4図は梁と梁の接合状態を
示す水平断面説明図である。 lは第1のH型梁、2はウェブ、3,4はフランジ、5
a、5bは補助板、6は第2.第3.第4のH型梁、7
,8は断面り型接続部材、7a。 8aは基部パネル、7b、8bは先端パネル、9はボル
ト穴、IOは大径穴、11はボルト、12はナツトであ
る。
FIG. 1 is a perspective view showing the main parts of the beam-to-beam joint structure according to the present invention, FIG. 2 (A) is a plan view of the first H-shaped beam, and FIG.
) is its side view, the same figure (C) is its front view, and Figure 3 (A
) is a plan view of the second H-shaped beam, and (B) is its side view.
FIG. 4(C) is a front view thereof, and FIG. 4 is an explanatory horizontal cross-sectional view showing the joint state of the beams. l is the first H-shaped beam, 2 is the web, 3 and 4 are the flanges, 5
a, 5b are auxiliary plates, 6 is the second. Third. Fourth H-beam, 7
, 8 is a cross-sectional connecting member 7a. 8a is a base panel, 7b and 8b are tip panels, 9 is a bolt hole, IO is a large diameter hole, 11 is a bolt, and 12 is a nut.

Claims (1)

【特許請求の範囲】[Claims] 端部のウェブにこのウェブと直交する補助板を固着した
第1のH型梁と、断面L型接続部材を端部のウェブに固
着して突設した第2のH型梁とよりなり、前記第1のH
型梁の断面L型接続部材を第1のH型梁のウェブ及び補
助板に夫々面接して第1のH型梁に第2のH型梁を接続
したことを特徴とした梁と梁の接続構造。
Consisting of a first H-shaped beam having an auxiliary plate fixed to the end web and an auxiliary plate perpendicular to the web, and a second H-shaped beam having an L-shaped cross-section connecting member fixed to the end web and protruding, The first H
A beam and beam characterized in that the second H-shaped beam is connected to the first H-shaped beam by connecting the L-shaped cross-section connecting member of the shaped beam to the web and auxiliary plate of the first H-shaped beam, respectively. Connection structure.
JP1618090A 1990-01-29 1990-01-29 Beam and beam connecting structure Pending JPH03221637A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1618090A JPH03221637A (en) 1990-01-29 1990-01-29 Beam and beam connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1618090A JPH03221637A (en) 1990-01-29 1990-01-29 Beam and beam connecting structure

Publications (1)

Publication Number Publication Date
JPH03221637A true JPH03221637A (en) 1991-09-30

Family

ID=11909315

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1618090A Pending JPH03221637A (en) 1990-01-29 1990-01-29 Beam and beam connecting structure

Country Status (1)

Country Link
JP (1) JPH03221637A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006525499A (en) * 2003-05-05 2006-11-09 フラマトム・エイエヌピー・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング Engineering facilities, especially nuclear facilities
US8109803B2 (en) 2006-05-24 2012-02-07 Yoshiritsu Kabushiki Kaisha Assembling block
JP2019196637A (en) * 2018-05-10 2019-11-14 日本製鉄株式会社 Column-beam joint structure, and construction method of column-beam joint structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006525499A (en) * 2003-05-05 2006-11-09 フラマトム・エイエヌピー・ゲゼルシャフト・ミット・ベシュレンクテル・ハフツング Engineering facilities, especially nuclear facilities
US7822167B2 (en) 2003-05-05 2010-10-26 Areva Np Gmbh Nuclear facility and method for operating a nuclear facility
US8109803B2 (en) 2006-05-24 2012-02-07 Yoshiritsu Kabushiki Kaisha Assembling block
JP2019196637A (en) * 2018-05-10 2019-11-14 日本製鉄株式会社 Column-beam joint structure, and construction method of column-beam joint structure

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