JP2919526B2 - How to connect beams and columns - Google Patents

How to connect beams and columns

Info

Publication number
JP2919526B2
JP2919526B2 JP1618190A JP1618190A JP2919526B2 JP 2919526 B2 JP2919526 B2 JP 2919526B2 JP 1618190 A JP1618190 A JP 1618190A JP 1618190 A JP1618190 A JP 1618190A JP 2919526 B2 JP2919526 B2 JP 2919526B2
Authority
JP
Japan
Prior art keywords
shaped
cross
stud
connecting member
section
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.)
Expired - Lifetime
Application number
JP1618190A
Other languages
Japanese (ja)
Other versions
JPH03221635A (en
Inventor
伸一 桐山
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 Kasei Corp
Original Assignee
Asahi Kasei Kogyo KK
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 Kasei Kogyo KK filed Critical Asahi Kasei Kogyo KK
Priority to JP1618190A priority Critical patent/JP2919526B2/en
Publication of JPH03221635A publication Critical patent/JPH03221635A/en
Application granted granted Critical
Publication of JP2919526B2 publication Critical patent/JP2919526B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は梁を柱に接続する方法であって、特に断面十
字形間柱に梁を安定した状態で取付固定することを可能
とした梁と柱の接続方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for connecting a beam to a column, and more particularly to a method for stably attaching and fixing a beam to a cross-shaped stud. It relates to a method of connecting pillars.

<従来の技術> 従来のこの種の梁又は梁の接続方法としては例えば特
開昭63−55235号公報(第1公知技術)、同63−83339号
公報(第2公知技術)、実開昭62−175107号公報(第3
公知技術)、同62−175108号公報(第4公知技術)等が
公知である。
<Prior Art> Conventional beams or such beam connecting methods are disclosed in, for example, JP-A-63-55235 (first known technique), JP-A-63-83339 (second known technique), and No. 62-175107 (No. 3
Known techniques) and JP-A-62-175108 (fourth known technique) are known.

上記公知技術の内、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
方法の技術である。
Among the above known techniques, a first known technique is a technique of attaching a flat splice plate to an end of a beam and attaching the beam to a connecting piece of a cross-shaped stud through the 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方
法の技術である。
A second known technique is a technique of a method of bolting a T-shaped joint having a projecting portion to a flange portion to upper and lower flanges of a beam, and then contacting the flange portion to a flange of a stud.

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方法である。
In the third and fourth known techniques, a flat connecting plate is fixed to the end web of the beam, and this connecting plate is bolted to a connecting piece of a cross-shaped column, or is previously attached to each side surface of the stud. In this method, a connecting piece is protruded, and an end web of a beam is brought into contact with the 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
等を平板状に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 above-mentioned conventional known technology, the beams and the beams or the beams and the studs are connected to each other in a flat manner via a connecting plate or the like so as to be connected. However, there is a problem that the structure is unstable and the strength is weak.

本発明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 present invention relates to a completely new technique developed in view of the above-mentioned conventional problems.

<課題を解決するための手段> 本発明に係る梁と柱の接続方法は、前述の従来の問題
点を根本的に改善した技術であって、その要旨は断面十
字形間柱にH型梁を接続する方法に於いて、断面L型接
続部材を該H型梁の端部に突設して固着し、かつ該断面
L型接続部材を前記断面十字形間柱の2壁面に面接して
ボルト止めすることによって該H型梁を前記断面十字形
間柱に接続し、その際ボルト頭またはナットの一方を隣
接する他の断面L型接続部材に設けた大径穴に挿入する
ことを特徴とした梁と柱の接続方法である。
<Means for Solving the Problems> The method for connecting a beam and a column according to the present invention is a technology that fundamentally improves the above-described conventional problems, and the gist of the present invention is to provide an H-shaped beam for a cross-shaped stud. In the connecting method, an L-shaped cross-section connecting member is protruded from an end of the H-shaped beam so as to be fixed, and the L-shaped cross-section connecting member is in contact with two wall surfaces of the cross-shaped stud and bolted. Thereby connecting the H-shaped beam to the cross stud in cross section, wherein one of the bolt head or the nut is inserted into a large-diameter hole provided in another adjacent L-shaped connecting member in cross section. And how to connect the pillars.

<作用> 本発明に係る梁と柱の接続方法は上述の如く、H型梁
の端部ウェブに断面L型接続部材を突設し、かつこの断
面L型接続部材を断面十字形間柱の2壁面に面接するよ
うにしたので、これによってH型梁の方向及び位置決め
を正確かつ容易にすると共に、安定した状態で強固に取
付固定することが出来る。
<Operation> As described above, the method of connecting a beam and a column according to the present invention is such that an L-shaped cross-section connecting member protrudes from an end web of an H-shaped beam, and this L-shaped cross-section connecting member is a cross stud 2 Since the H-shaped beam is in contact with the wall surface, the direction and positioning of the H-shaped beam can be accurately and easily determined, and the H-shaped beam can be firmly fixed in a stable state.

<実施例> 図により本発明に係る梁と柱の接続方法について説明
すると、第1図は本発明に係る梁と柱の接続方法の構成
を示す斜視説明図、第2図(A)は間柱の平面図、同図
(B)は正面図、同図(C)は側面図、第3図(A)は
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図は梁を間柱に取り付けた状態の水平断
面説明図である。
<Example> A method for connecting a beam and a column according to the present invention will be described with reference to the drawings. FIG. 1 is a perspective explanatory view showing a configuration of a method for connecting a beam and a column according to the present invention, and FIG. (B) is a front view, FIG. (C) is a side view, FIG. 3 (A) is a plan view of a beam, FIG. (B) is a side view thereof, and FIG. FIG. 4 is a horizontal sectional explanatory view showing a state in which a beam is attached to a stud.

第1図及び第2図(A),(B),(C)に於いて、
1は断面十字形間柱であって、4枚の接続片1aを横断面
十字形に接合し、かつこれ等の接続片1aの上下に夫々上
下板2,3を一体的に連結することによって構成されてい
る。又断面十字形間柱1の下面には各柱4が連結されて
いる。
In FIGS. 1 and 2 (A), (B), (C),
Reference numeral 1 denotes a cross-shaped stud, which is formed by joining four connecting pieces 1a in a cross-shaped cross-section, and integrally connecting upper and lower plates 2, 3 above and below these connecting pieces 1a, respectively. Have been. Each pillar 4 is connected to the lower surface of the cross-shaped stud 1.

次に第1図及び第3図(A),(B),(C)に於い
て、5はH型梁であって、垂直ウェブ6の上に水平フラ
ンジ7,8を一体的に連結することによって構成されてい
る。このH型梁5の両端の端部ウェブ6には断面L型接
続部材9がお互いに逆向きになるように突設して固着さ
れている。この断面L型接続部材9はH型梁5の軸と平
行する基部パネル9aの先端にH型梁5の軸と直交する方
向に折り曲げた先端パネル9b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。
Next, in FIGS. 1 and 3 (A), (B) and (C), reference numeral 5 denotes an H-shaped beam, which connects horizontal flanges 7 and 8 integrally on a vertical web 6. It is constituted by that. L-shaped connecting members 9 are fixed to the end webs 6 at both ends of the H-shaped beam 5 so as to project in opposite directions to each other. The L-shaped cross-section connecting member 9 has a tip panel 9b bent in a direction perpendicular to the axis of the H-shaped beam 5 integrally connected to the tip of a base panel 9a parallel to the axis of the H-shaped beam 5 in a key shape. It is constituted by.

前記断面十字形間柱1の各接続片1a及び断面L型接続
部材9の先端パネル9bの所定位置には夫々ボルト穴10が
穿設され、更に断面L型接続部材6の基部パネル9aの所
定位置にはナット或いはボルト頭等を挿入することが出
来る大径穴11が穿設されている。
Bolt holes 10 are respectively formed at predetermined positions of the connecting pieces 1a of the cross-shaped stud 1 and the end panel 9b of the L-shaped connecting member 9, and a predetermined position of the base panel 9a of the L-shaped connecting member 6 is also provided. Is provided with a large-diameter hole 11 into which a nut or bolt head can be inserted.

次に前述の断面十字形間柱1にH型梁5を取り付ける
に当たっては、特に第1図及び第4図に示す如く、H型
梁5の端部ウェブ6に突設された断面L型接続部材9の
基部9a及び先端パネル9bを夫々断面十字形間柱1の2枚
の接続片1aの壁面に面接し、先端パネル9b及び接続片1a
に穿設されたボルト穴10にボルト12を挿通してナット13
を螺合することによってH型梁5を夫々断面十字形間柱
1にボルト止めすることが出来る。
Next, when attaching the H-shaped beam 5 to the above-mentioned cross-shaped stud 1, in particular, as shown in FIGS. 1 and 4, an L-shaped cross-section connecting member projecting from an end web 6 of the H-shaped beam 5. 9, the base 9a and the end panel 9b are in contact with the wall surfaces of the two connecting pieces 1a of the cross stud 1 in cross section, respectively.
Insert the bolt 12 into the bolt hole 10
The H-shaped beams 5 can be bolted to the cross-shaped studs 1 in cross section, respectively.

複数個のH型梁5は夫々が前記実施例と全く同様に断
面L型接続部材9を介して断面十字形間柱亜1の2枚の
接続片1aに面接して安定した状態で取付固定することが
出来る。
Each of the plurality of H-shaped beams 5 is in stable contact with the two connecting pieces 1a of the cross-shaped stud sub-section 1 via the L-shaped cross-section connecting member 9 in the same manner as in the above-described embodiment. I can do it.

複数個のH型梁5を断面L型接続部材9を介して断面
十字形間柱1に隣り合わせに取付固定するに当たって
は、先に断面十字形間柱1に取り付けられたボルト12の
領域或いはナット13等の突部部材を第4図に示す如く、
隣接する他の断面L型接続部材9の基部パネル9aの大径
穴11に挿入することが出来る。
In mounting and fixing the plurality of H-shaped beams 5 side by side to the cross-shaped stud 1 via the L-shaped cross-section connecting member 9, the area of the bolt 12 or the nut 13 previously attached to the cross-shaped stud 1 is used. As shown in FIG.
It can be inserted into the large-diameter hole 11 of the base panel 9a of another adjacent cross-section L-shaped connecting member 9.

従って、複数個のH型梁5を断面十字形間柱1に隣り
合わせに接続する場合には、互いに干渉し合わずに接続
が出来、これによって各H型梁5の取付順序を自在にす
ることが出来る。
Therefore, when a plurality of H-shaped beams 5 are connected side by side to the cross studs 1 in cross section, they can be connected without interfering with each other, whereby the order of mounting the H-shaped beams 5 can be made freely. I can do it.

<発明の効果> 本発明に係る梁と柱の接続方法は上述の如き構造と作
用とを有するので、複数個の梁の端部を夫々断面L型接
続部材を介して、断面十字形間柱の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。
<Effect of the Invention> Since the method for connecting a beam and a column according to the present invention has the above-described structure and operation, the ends of the plurality of beams are respectively connected to the cross-shaped studs through an L-shaped cross-section connecting member. While being in contact with two surfaces, it can be easily positioned and attached and fixed in a firm and stable state.

また、断面十字形間は柱に対して4個迄のH型梁を隣
り合わせに極めて単純な同一形状を持って接続すること
が出来る。
Further, between the cross-shaped cross sections, up to four H-shaped beams can be connected to the column side by side with an extremely simple identical shape.

かつ、本願発明は、ボルト止めに使用されるボルトの
ボルト頭またはナットの一方を断面L型接続部材に設け
た大径穴に挿入して隣接することが出来るので、集中す
る断面L型接続部材をボルト止めする各ボルトの相互干
渉を回避し、効率よく施工することが出来る。そのため
に各H型梁の取付手順を自在にすることが出来る。更
に、このような施工性の良さは、建物の改造や増築等に
おいて部分的に柱と梁の接続を外すような場合にも同様
に発揮することが出来る特徴を有している。
Further, according to the present invention, since one of the bolt head or the nut of the bolt used for bolting can be inserted into the large-diameter hole provided in the L-shaped cross-section connecting member and adjacent thereto, the concentrated L-shaped cross-section connecting member is concentrated. It is possible to avoid the mutual interference of the bolts that fix the bolts and to carry out the work efficiently. Therefore, the mounting procedure of each H-shaped beam can be made freely. Furthermore, such good workability has a feature that can be similarly exhibited even when the connection between the pillar and the beam is partially disconnected in a remodeling or extension of a building.

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

第1図は本発明に係る梁と柱の接続方法の構成を示す斜
視説明図、第2図(A)は間柱の平面図、同図(B)は
正面図、同図(C)は側面図、第3図(A)は梁の平面
図、同図(B)はその側面図、同図(C)はその正面
図、第4図は梁を間柱に取り付けた状態の水平断面説明
図である。 1は断面十字形間柱、1aは接続片、2,3は上下板、4は
角柱、5はH型梁、6はウェブ、7,8はフランジ、9は
断面L型接続部材、9aは基部パネル、9bは先端パネル、
10はボルト穴、11は大径穴、12はボルト、13はナットで
ある。
FIG. 1 is a perspective explanatory view showing a configuration of a connection method between a beam and a column according to the present invention, FIG. 2 (A) is a plan view of a stud, FIG. 1 (B) is a front view, and FIG. FIG. 3 (A) is a plan view of the beam, FIG. 3 (B) is a side view thereof, FIG. 3 (C) is a front view thereof, and FIG. 4 is a horizontal sectional explanatory view showing a state where the beam is attached to a stud. It is. 1 is a cross-shaped stud, 1a is a connecting piece, 2 and 3 are upper and lower plates, 4 is a prism, 5 is an H-shaped beam, 6 is a web, 7, 8 is a flange, 9 is an L-shaped connecting member, and 9a is a base. Panel, 9b is the tip panel,
10 is a bolt hole, 11 is a large diameter hole, 12 is a bolt, and 13 is a nut.

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E04B 1/58 E04B 1/24 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E04B 1/58 E04B 1/24

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】断面十字形間柱にH型梁を接続する方法に
於いて、断面L型接続部材を該H型梁の端部に突設して
固着し、かつ該断面L型接続部材を前記断面十字形間柱
の2壁面に面接してボルト止めすることによって該H型
梁を前記断面十字形間柱に接続し、その際ボルト頭また
はナットの一方を隣接する他の断面L型接続部材に設け
た大径穴に挿入することを特徴とした梁と柱の接続方
法。
1. A method for connecting an H-shaped beam to a cross stud having a cross-shaped cross section, wherein an L-shaped cross-section connecting member is protruded from an end of the H-shaped beam and fixed, and the L-shaped cross-sectional connecting member is connected to the stud. The H-beam is connected to the cross-shaped stud by contacting the two wall surfaces of the cross-shaped stud with bolts, and one of the bolt head or nut is connected to another adjacent L-shaped connecting member. A method for connecting a beam and a column, wherein the beam and the column are inserted into the provided large-diameter hole.
JP1618190A 1990-01-29 1990-01-29 How to connect beams and columns Expired - Lifetime JP2919526B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1618190A JP2919526B2 (en) 1990-01-29 1990-01-29 How to connect beams and columns

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1618190A JP2919526B2 (en) 1990-01-29 1990-01-29 How to connect beams and columns

Publications (2)

Publication Number Publication Date
JPH03221635A JPH03221635A (en) 1991-09-30
JP2919526B2 true JP2919526B2 (en) 1999-07-12

Family

ID=11909346

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1618190A Expired - Lifetime JP2919526B2 (en) 1990-01-29 1990-01-29 How to connect beams and columns

Country Status (1)

Country Link
JP (1) JP2919526B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2405879A (en) * 2003-09-09 2005-03-16 Theodore Koranteng Prefabricated adaptable modular building

Also Published As

Publication number Publication date
JPH03221635A (en) 1991-09-30

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