JPH07331750A - Steel beam fitting joint - Google Patents

Steel beam fitting joint

Info

Publication number
JPH07331750A
JPH07331750A JP14220594A JP14220594A JPH07331750A JP H07331750 A JPH07331750 A JP H07331750A JP 14220594 A JP14220594 A JP 14220594A JP 14220594 A JP14220594 A JP 14220594A JP H07331750 A JPH07331750 A JP H07331750A
Authority
JP
Japan
Prior art keywords
steel beam
steel
hole
bolt
gusset plate
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
JP14220594A
Other languages
Japanese (ja)
Inventor
Akiko Minamino
晶子 南野
Kazuhiko Shimatani
和彦 嶋谷
Katsuzo Ohata
克三 大畑
Renchienaa Maaku
レンチェナー マーク
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP14220594A priority Critical patent/JPH07331750A/en
Publication of JPH07331750A publication Critical patent/JPH07331750A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To facilitate the installation adjustment of a steel beam to a fitted member and enable easy jointing. CONSTITUTION:Either one of the gusset plate 2 of a fitted member 1 and the web 7 of a steel beam 6 is provided with an engaging protruding part 3, and the other is provided with a hole part 8 that can be engaged/disengaged with/ from the engaging protruding part 3 when the steel beam 6 is above the fitting position in relation to the gusset plate 2, whereas the engaging protruding part 3 in the engaged state is put out of disengagement when the steel beam 6 is in the fitting position.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄骨大梁等の被取付部
材に、鉄骨小梁等の鉄骨梁を固定する際に用いられる取
付け仕口に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mounting joint used when fixing a steel beam such as a steel beam to a member to be attached such as a steel beam.

【0002】[0002]

【従来の技術】従来、鉄骨大梁に鉄骨小梁を接合する場
合には、一般に上記鉄骨大梁の側部に固定されたガセッ
トプレートと上記鉄骨小梁のウエブの端部とに、それぞ
れ互いに連通するボルト孔を穿設し、このボルト孔に挿
通したボルトにナットを掛けて互いに締め付けることに
より、上記鉄骨大梁と鉄骨小梁とを接合している。
2. Description of the Related Art Conventionally, when joining a steel frame girder to a steel frame girder, generally, a gusset plate fixed to a side portion of the steel girder and an end portion of the web of the steel frame girder are communicated with each other. The steel frame girder and the steel beam girder are joined by forming a bolt hole and mounting a nut on the bolt inserted through the bolt hole and tightening the nuts.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記従
来の鉄骨大梁と鉄骨小梁との接合構造にあっては、現場
において鉄骨小梁を吊持しつつ据え付ける際に、そのボ
ルト孔をガセットプレートのボルト孔と合致させるため
に、多くの時間と手間を要するという問題点があった。
加えて、互いのボルト孔にボルトを挿通した後も、これ
らボルトとナットとの締め付けに、多大の手間を要する
という欠点があった。
However, in the above-mentioned conventional joint structure of the steel frame girder and the steel frame girder, when the steel frame girder is hung and installed at the site, the bolt hole of the gusset plate is installed. There is a problem in that much time and labor are required to match the bolt holes.
In addition, even after the bolts have been inserted into the respective bolt holes, there is a drawback that it takes a lot of time to tighten the bolts and the nuts.

【0004】本発明は、上記従来の鉄骨梁の取付け構造
が有する課題を解決すべくなされたもので、被取付部材
に対する鉄骨梁の据え付け調整が容易で、かつ簡便に接
合することができる鉄骨梁の取付け仕口を提供すること
を目的とするものである。
The present invention has been made to solve the problems of the above-described conventional structure for mounting a steel frame beam, and the installation and adjustment of the steel frame beam with respect to the member to be mounted is easy and the steel frame beam can be easily joined. The purpose of the present invention is to provide a mounting joint.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明の鉄骨梁の取付け仕口は、被取付部材のガセ
ットプレートと鉄骨梁のウエブとのいずれか一方に係合
突部を設け、いずれか他方に、上記鉄骨梁がその取付け
位置よりもガセットプレートに対して上方にあるときに
上記係合突部と係合・離脱自在で、かつ上記取付け位置
にあるときに上記係合突部が係合状態から離脱不能な孔
部を穿設したことを特徴とするものである。
In order to achieve the above-mentioned object, the mounting joint of the steel beam of the present invention has an engaging projection on either the gusset plate of the member to be mounted or the web of the steel beam. On the other hand, when the steel beam is above the gusset plate above its mounting position, it is engageable with and disengageable from the engaging projection, and is engaged at the mounting position. The protrusion is provided with a hole that cannot be disengaged from the engaged state.

【0006】ここで、例えば上記係合突部は、上記ガセ
ットプレートに、頭部を先端側に位置させて立設された
ボルトであり、また上記孔部は、上記鉄骨梁のウエブの
端部に穿設され、その下部において上記ボルトの頭部が
挿通可能で、かつ上部において上記ボルトの頭部が挿通
不可能な三角形状の孔部である。
Here, for example, the engaging protrusion is a bolt that is erected on the gusset plate with the head positioned on the tip side, and the hole is the end of the web of the steel frame beam. Is a hole having a triangular shape, which is formed at the lower part thereof and through which the head of the bolt can be inserted, and at the upper part of which the head of the bolt cannot be inserted.

【0007】[0007]

【作用】本発明に係る鉄骨梁の取付け仕口によれば、鉄
骨梁を被取付部材に据え付ける際に、上記鉄骨梁をその
取付け位置より上方において、これら被取付部材のガセ
ットプレートと鉄骨梁のウエブとのいずれか一方に設け
られたボルト等の係合突部を、いずれか他方に穿設され
た三角形状等の形状を有する孔部に係合させ、次いで上
記鉄骨梁をその取付け位置まで下降させることにより、
上記鉄骨梁を被取付部材に容易に接合することができ
る。
According to the mounting joint of the steel frame beam of the present invention, when the steel frame beam is mounted on the member to be mounted, the steel frame beam is installed above the mounting position and the gusset plate and the steel frame beam of the member to be mounted are mounted. An engaging protrusion such as a bolt provided on one of the webs is engaged with a hole having a triangular shape or the like formed in the other, and then the steel beam is attached to its mounting position. By lowering,
The steel beam can be easily joined to the member to be attached.

【0008】[0008]

【実施例】図1〜図3は、本発明の鉄骨梁の取付け仕口
を、鉄骨大梁と鉄骨小梁との接合部分に適用した一実施
例を示すものである。図1において、図中符号1は上記
鉄骨大梁(被取付部材)を示すもので、この鉄骨大梁1
の側部の鉄骨小梁を取付けるべき所定箇所には、ガセッ
トプレート2が一体に接合・固定されている。そして、
このガセットプレート2の鉄骨大梁1から延出した側端
部には、ボルト3(係合突部)が立設されている。ここ
で、上記ボルト3は、その頭部4を先端側に位置させて
軸部5の基端部が上記ガセットプレート2に溶接により
一体的に固定されている。他方、図中符号6は、上記鉄
骨大梁1に接合される鉄骨小梁(鉄骨梁)を示すもの
で、そのウエブ7の端部には、孔部8が穿設されてい
る。この孔部8は、上記ウエブ7の上方側に頂部8aが
位置し、下方側に底辺が位置する三角形状のもので、底
辺部分8bにおいて、上記ボルト3の頭部4が挿通可能
な寸法になるように形成されている。また、孔部8の頂
部8aには、上記ボルト3の軸部5の径とほぼ同径とな
るR加工が施されている。
1 to 3 show an embodiment in which the mounting joint of a steel frame beam of the present invention is applied to a joint portion between a steel frame large beam and a steel frame small beam. In FIG. 1, reference numeral 1 in the figure indicates the steel frame girder (attached member).
The gusset plate 2 is integrally joined and fixed to a predetermined portion of the side portion of the plate to which the steel beam is to be attached. And
Bolts 3 (engagement protrusions) are provided upright on the side ends of the gusset plate 2 extending from the steel frame girder 1. Here, the bolt 3 is integrally fixed to the gusset plate 2 by welding, with the head portion 4 of the bolt 3 positioned on the tip end side, and the base end portion of the shaft portion 5 being welded. On the other hand, reference numeral 6 in the drawing indicates a steel beam (steel beam) which is joined to the steel beam 1 and has a hole 8 at the end of the web 7. The hole 8 has a triangular shape in which the top 8a is located on the upper side of the web 7 and the bottom is located on the lower side, and the head 8 of the bolt 3 can be inserted into the bottom portion 8b. Is formed. Further, the top portion 8a of the hole portion 8 is rounded to have a diameter substantially the same as the diameter of the shaft portion 5 of the bolt 3.

【0009】次に、図1〜図3に基づいて、以上の構成
からなる鉄骨小梁の取付け仕口における鉄骨小梁6の接
合方法について説明する。先ず、鉄骨小梁6をクレーン
等の揚重手段により吊持して、図1に示すように、その
端部を鉄骨大梁1のガセットプレート2に望む位置に移
動する。次いで、図2に示すように、鉄骨小梁6を正規
の取付け位置より僅かに上方に位置させて、その孔部8
の底辺部分8b内に、ガセットプレート2側のボルト3
の頭部4を挿通させる。そして次に、図3に示すよう
に、上記鉄骨小梁6をその取付け位置まで降下させる。
すると、上記ボルト3の軸部5は、孔部8の頂部8を挟
む二辺に案内されつつ相対的に当該孔部8内を上昇して
頂部8aに当接する。これにより、ボルト3の頭部4
は、孔部8から離脱不能になり、よって鉄骨小梁6が鉄
骨大梁1に接合される。そして、上記鉄骨大梁1に総て
の鉄骨小梁6を接合した後に、その上面に床スラブCを
打設する。
Next, a method of joining the steel beam 6 to the steel beam mounting terminal having the above construction will be described with reference to FIGS. First, the steel beam 6 is suspended by a lifting means such as a crane, and its end is moved to a desired position on the gusset plate 2 of the steel beam 1, as shown in FIG. Then, as shown in FIG. 2, the steel beam 6 is positioned slightly above the regular mounting position, and the hole 8
In the bottom part 8b of the gusset plate 2 side bolt 3
Insert the head 4 of the. Then, as shown in FIG. 3, the steel beam 6 is lowered to its mounting position.
Then, the shaft portion 5 of the bolt 3 relatively moves up inside the hole portion 8 while being guided by the two sides of the hole portion 8 that sandwich the top portion 8 and contacts the top portion 8a. As a result, the head 4 of the bolt 3
Cannot be detached from the hole portion 8, so that the steel beam 6 is joined to the steel beam 1. Then, after joining all the steel frame small beams 6 to the steel frame large beam 1, a floor slab C is placed on the upper surface thereof.

【0010】このように、上記鉄骨小梁の取付け仕口に
よれば、鉄骨小梁6を鉄骨大梁1に据え付ける際に、上
記鉄骨小梁6をその取付け位置より僅か上方において、
鉄骨大梁に設けられたボルト3の頭部4を、従来のボル
ト孔よりも開口面積が広い三角形状の孔部8の底辺部分
8bに係合させ、次いで上記鉄骨小梁6をそのまま取付
け位置まで下降させることにより、上記鉄骨小梁6を鉄
骨大梁1に接合することができるため、上記鉄骨小梁6
の据え付け調整がきわめて容易であるとともに、さらに
接合後においても、従来のもののように、ボルトとナッ
トとを締め付けるといった手間を要することがない。
As described above, according to the attachment point of the steel beam, when the steel beam 6 is installed on the steel beam 1, the steel beam 6 is slightly above the attachment position.
The head 4 of the bolt 3 provided on the steel frame girder is engaged with the bottom portion 8b of the triangular hole 8 having an opening area wider than that of the conventional bolt hole, and then the steel beam 6 is directly attached to the mounting position. Since the steel beam 6 can be joined to the steel beam 1 by lowering it, the steel beam 6
Is extremely easy to install and adjust, and even after joining, there is no need to tighten bolts and nuts unlike the conventional ones.

【0011】加えて、孔部8の頂部8aに、上記ボルト
3の軸部5の径とほぼ同径となるR加工を施しているの
で、上記ボルト3の軸部5と孔部8との間に、従来のボ
ルト孔にボルトを挿入した場合と同様の接触面積が得ら
れる。
In addition, since the top 8a of the hole 8 is rounded to have a diameter substantially the same as the diameter of the shaft 5 of the bolt 3, the shaft 5 of the bolt 3 and the hole 8 are formed. In the meantime, a contact area similar to that when a bolt is inserted into a conventional bolt hole can be obtained.

【0012】[0012]

【他の実施例】なお、上記実施例においては、ボルト3
が係合する孔部が三角形状の孔部8である場合について
説明したが、上記孔部としては、その他の形状のものも
適用可能である。すなわち、図4に示すような、鉄骨小
梁6のウエブ7の下方側に、上記ボルト3の頭部4が挿
通可能な寸法の円形部10aを有し、この円形部10a
から上方に向けて、ボルト3の軸部5より僅かに大径で
あって、かつ頭部4が離脱不能な溝部10bを有する形
状の孔部10や、あるいは図5に示すような、ウエブ7
の下方側に、上記ボルト3の頭部4が挿通可能な寸法の
円形部11aを有し、この円形部11aの上方に、上記
頭部4よりも小径な円形部11bを有するとともに、こ
れら円形部11a、11bに連通してボルト3の軸部5
より僅かに大径の溝部11cを有する鍵穴形状の孔部1
1であっても、上記実施例と同様の作用効果を得ること
ができる。
Other Embodiments In the above embodiment, the bolt 3
Although the case where the hole to be engaged with is the hole 8 having a triangular shape has been described, the hole having any other shape can be applied. That is, as shown in FIG. 4, a circular portion 10a having a size through which the head 4 of the bolt 3 can be inserted is provided below the web 7 of the steel beam 6 and the circular portion 10a.
From the top to the top, a hole 10 having a groove 10b having a diameter slightly larger than the shaft 5 of the bolt 3 and the head 4 being non-removable, or a web 7 as shown in FIG.
Has a circular portion 11a having a size through which the head 4 of the bolt 3 can be inserted, and has a circular portion 11b having a smaller diameter than the head 4 above the circular portion 11a. The shaft portion 5 of the bolt 3 communicates with the portions 11a and 11b.
Keyhole-shaped hole 1 having a slightly larger diameter groove 11c
Even if it is 1, it is possible to obtain the same effect as that of the above embodiment.

【0013】なお、上記実施例においては、いずれもガ
セットプレート2側にボルト(係合突部)3を設け、鉄
骨小梁6のウエブ7側に孔部8、10、11を穿設した
例について説明したが、これとは逆に、ウエブ側に係合
突部を設け、ガセットプレート側にこれと係合する孔部
を穿設してもよい。
In each of the above embodiments, the gusset plate 2 side is provided with a bolt (engagement protrusion) 3 and the steel beam 6 is provided with holes 8, 10 and 11 on the web 7 side. However, conversely, the engaging protrusion may be provided on the web side and the hole that engages with the gusset plate may be provided on the gusset plate side.

【0014】また、上記実施例においては、本発明の鉄
骨梁の取付け仕口を、鉄骨大梁と鉄骨小梁との接合部分
に適用した例について説明したが、これに限らず、被取
付部材である柱に鉄骨梁を据え付ける場合にも適用して
も、同様の作用効果を得ることができる。
Further, in the above-mentioned embodiment, an example in which the attachment terminal of the steel frame beam of the present invention is applied to the joint portion between the steel frame large beam and the steel frame small beam has been described, but the present invention is not limited to this, and a member to be attached may be used. Even when the steel beam is installed on a certain column, the same effect can be obtained.

【0015】さらに、上記係合突起および孔部も、1箇
所に限るものではなく、被取付部材および鉄骨梁の寸法
等に応じて、上記ウエブの上下方向あるいは水平方向の
複数箇所に設けることが可能である。
Further, the engaging projection and the hole are not limited to one place, but may be provided at a plurality of places in the vertical direction or the horizontal direction of the web depending on the size of the member to be attached and the steel beam. It is possible.

【0016】[0016]

【発明の効果】以上説明したように、本発明の鉄骨梁の
取付け仕口は、被取付部材のガセットプレートと鉄骨梁
のウエブとのいずれか一方に係合突部を設け、いずれか
他方に、上記鉄骨梁がその取付け位置よりもガセットプ
レートに対して上方にあるときに上記係合突部と係合・
離脱自在で、かつ上記取付け位置にあるときに上記係合
突部が離脱不能な孔部を穿設したものであるので、上記
鉄骨小梁を被取付部材に据え付ける際に、上記鉄骨梁を
その取付け位置より僅か上方において、これら被取付部
材のガセットプレートと鉄骨梁のウエブとのいずれか一
方に設けられたボルト等の係合突部を、いずれか他方に
設けられた三角形状等の形状を有する孔部に係合させ、
次いで上記鉄骨梁をその取付け位置まで下降させること
により、上記鉄骨梁を被取付部材に接合することができ
るため、上記鉄骨梁の据え付け調整がきわめて容易であ
るとともに、さらに接合後においても、従来のもののよ
うに、ボルトとナットとを締め付けるといった手間を要
することがないといった効果を得ることができる。
As described above, the mounting joint of the steel beam of the present invention is provided with the engaging projection on one of the gusset plate of the member to be mounted and the web of the steel beam, and the other of the two. , Engaging with the engaging projection when the steel beam is above the gusset plate from its mounting position.
Since the engaging projection is provided with a hole that is not detachable when it is in the mounting position, the steel beam is installed when the steel beam is mounted on the mounted member. Slightly above the mounting position, engaging protrusions such as bolts provided on either one of the gusset plate of the mounted member and the web of the steel frame are formed into a triangular shape or the like provided on the other. Engage with the hole you have,
Then, by lowering the steel beam to its attachment position, the steel beam can be joined to the member to be attached, so that the installation adjustment of the steel beam is extremely easy, and even after joining, the conventional It is possible to obtain an effect that it does not require the trouble of tightening the bolt and the nut like a thing.

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

【図1】本発明の鉄骨梁の取付け仕口の一実施例を示す
分解斜視図である。
FIG. 1 is an exploded perspective view showing an embodiment of a steel frame attachment port of the present invention.

【図2】図1の鉄骨小梁を鉄骨大梁に接合する直前の状
態を示す縦断面図である。
FIG. 2 is a longitudinal sectional view showing a state immediately before joining the steel beam to the steel beam in FIG.

【図3】図1の鉄骨小梁を鉄骨大梁に接合した後の状態
を示す縦断面図である。
FIG. 3 is a vertical cross-sectional view showing a state after the steel frame small beam of FIG. 1 is joined to the steel frame large beam.

【図4】本発明の鉄骨梁の取付け仕口における孔部の他
の形状例を示す図である。
FIG. 4 is a diagram showing another example of the shape of the hole in the attachment port of the steel beam of the present invention.

【図5】本発明の鉄骨梁の取付け仕口における孔部の他
の形状例を示す図である。
FIG. 5 is a view showing another example of the shape of the hole in the attachment port of the steel beam of the present invention.

【符号の説明】[Explanation of symbols]

1 鉄骨大梁(被取付部材) 2 ガセットプレート 3 ボルト(係合突部) 4 頭部 6 鉄骨小梁(鉄骨梁) 7 ウエブ 8、10、11 孔部 8a 頂部 8b 底辺部分 1 Steel frame girder (attached member) 2 Gusset plate 3 Bolt (engagement protrusion) 4 Head 6 Steel beam girder (steel beam) 7 Web 8, 10, 11 Hole 8a Top 8b Bottom part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 マーク レンチェナー 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Mark Renchener 1-25-1 Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 被取付部材のガセットプレートに、鉄骨
梁を固定するための取付け仕口であって、上記ガセット
プレートと上記鉄骨梁のウエブとのいずれか一方に係合
突部を設け、いずれか他方に、上記鉄骨梁がその取付け
位置よりも上記ガセットプレートに対して上方にあると
きに上記係合突部と係合・離脱自在で、かつ上記取付け
位置にあるときに、係合状態にある上記係合突部が離脱
不能な孔部を穿設したことを特徴とする鉄骨梁の取付け
仕口。
1. A gusset plate of a member to be attached, which is a mounting joint for fixing a steel frame beam, wherein an engagement protrusion is provided on either one of the gusset plate and the web of the steel frame beam. On the other hand, when the steel beam is above the mounting position with respect to the gusset plate, it can be engaged with and disengaged from the engaging projection, and when in the mounting position, it is in the engaged state. An attaching joint for a steel beam, wherein the engaging protrusion has a hole which cannot be removed.
【請求項2】 上記係合突部は、上記ガセットプレート
に頭部を先端側に位置させて立設されたボルトであると
ともに、上記孔部は、上記鉄骨梁のウエブの端部に穿設
され、その下部において上記ボルトの頭部が挿通可能で
あり、かつ上部において上記ボルトの頭部が挿通不可能
な三角形状の孔部であることを特徴とする請求項1に記
載の鉄骨梁の取付け仕口。
2. The engaging protrusion is a bolt that is erected on the gusset plate with its head located on the tip side, and the hole is formed in the end of the web of the steel frame beam. 2. The steel beam according to claim 1, wherein the lower part of the steel beam has a triangular hole through which the head of the bolt can be inserted, and the upper part of the hole cannot penetrate the head of the bolt. Mounting connection.
JP14220594A 1994-06-02 1994-06-02 Steel beam fitting joint Pending JPH07331750A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14220594A JPH07331750A (en) 1994-06-02 1994-06-02 Steel beam fitting joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14220594A JPH07331750A (en) 1994-06-02 1994-06-02 Steel beam fitting joint

Publications (1)

Publication Number Publication Date
JPH07331750A true JPH07331750A (en) 1995-12-19

Family

ID=15309839

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14220594A Pending JPH07331750A (en) 1994-06-02 1994-06-02 Steel beam fitting joint

Country Status (1)

Country Link
JP (1) JPH07331750A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007191884A (en) * 2006-01-18 2007-08-02 Nishimatsu Constr Co Ltd Structure and method for joining girder and beam together
JP2021156116A (en) * 2020-03-30 2021-10-07 日本製鉄株式会社 Beam joint structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007191884A (en) * 2006-01-18 2007-08-02 Nishimatsu Constr Co Ltd Structure and method for joining girder and beam together
JP2021156116A (en) * 2020-03-30 2021-10-07 日本製鉄株式会社 Beam joint structure

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