JPH0522704U - Connection between square steel column and beam - Google Patents

Connection between square steel column and beam

Info

Publication number
JPH0522704U
JPH0522704U JP7135591U JP7135591U JPH0522704U JP H0522704 U JPH0522704 U JP H0522704U JP 7135591 U JP7135591 U JP 7135591U JP 7135591 U JP7135591 U JP 7135591U JP H0522704 U JPH0522704 U JP H0522704U
Authority
JP
Japan
Prior art keywords
metal
shaped
joint metal
steel pipe
inner joint
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.)
Granted
Application number
JP7135591U
Other languages
Japanese (ja)
Other versions
JP2555712Y2 (en
Inventor
康生 一戸
章夫 大竹
俊雄 牧野
啓一 高田
浩司 福田
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries 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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP7135591U priority Critical patent/JP2555712Y2/en
Publication of JPH0522704U publication Critical patent/JPH0522704U/en
Application granted granted Critical
Publication of JP2555712Y2 publication Critical patent/JP2555712Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

(57)【要約】 【目的】 接合金物を工夫することにより、角形鋼管柱
とはりの接合を容易にし、さらにコストの低下、鉄骨構
造の精度及び強度の向上を図る。 【構成】 垂直断面が略H形の内側接合金物3を角形鋼
管柱1内に挿入し、角形鋼管柱1の外面にはT字形金物
からなる外側接合金物4を配置し、内側接合金物3と外
側接合金物4どうしをボルト5で接合する。H形鋼はり
2は外側接合金物4のウェブ4aにボルト接合する。内
側接合金物3はH字形金物を互いに直交する方向に2個
組み合わせたもので、ウェブ3aどうしを重ね合わせ
て、すみ肉溶接8等で一体化する。内側接合金物3のフ
ランジに3bにはナット7を溶接しておく。
(57) [Abstract] [Purpose] To improve the accuracy and strength of the steel frame structure by facilitating the joining of square steel pipe columns and beams by devising the joining hardware. [Structure] An inner joint metal fitting 3 having a substantially H-shaped vertical cross section is inserted into a square steel pipe pillar 1, and an outer joint metal fitting 4 made of a T-shaped metal fitting is arranged on the outer surface of the square steel pipe pillar 1 to form an inner joint metal fitting 3. The outer joining metal pieces 4 are joined together with bolts 5. The H-shaped steel beam 2 is bolted to the web 4a of the outer joint metal 4. The inner joint metal piece 3 is a combination of two H-shaped metal pieces in a direction orthogonal to each other, and the webs 3a are superposed on each other and integrated by a fillet weld 8 or the like. A nut 7 is welded to the flange of the inner joint metal piece 3 on 3b.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は角形鋼管柱とH形鋼はりの接合部の構造に関するものであり、主とし て鉄骨造の建築構造物に利用される。 The present invention relates to the structure of a joint between a square steel tubular column and an H-shaped steel beam, and is mainly used for steel-framed building structures.

【0002】[0002]

【従来の技術】[Prior Art]

角形鋼管柱とH形鋼はりとの接合をボルト接合で行う場合、特公昭62−20 87号公報記載の発明によれば、図8、図9のようになる。 According to the invention described in Japanese Patent Publication No. Sho 62-2087, when the prismatic steel column and the H-shaped steel beam are joined by bolt joining, they are as shown in FIGS. 8 and 9.

【0003】 すなわち、角形鋼管柱11の所定位置に、ねじ孔16またはナットを溶接した 垂直断面がH形の接合金物13(図10(a) 、(b) 参照)を内挿し、当該接合金 物13に対応させて角形鋼管柱11の外面にT字形接合金物14を配置して、両 者をボルト15で接合し、さらにT字形接合金物14とH形鋼はり12とをボル ト15で接合している。また、角形鋼管柱の側面には現場溶接のシヤープレート 18を設け、H形鋼はり12のウェブとボルト接合している。That is, at a predetermined position of the rectangular steel pipe column 11, a threaded hole 16 or a welded metal nut 13 having a vertical H-shaped cross section (see FIGS. 10 (a) and 10 (b)) is inserted, and the weld metal is inserted. The T-shaped metal fitting 14 is arranged on the outer surface of the rectangular steel tube column 11 so as to correspond to the object 13, and the two are joined by the bolts 15. Further, the T-shaped metal fitting 14 and the H-shaped steel beam 12 are connected by the bolt 15. It is joined. In addition, a shear plate 18 for in-situ welding is provided on the side surface of the rectangular steel tube column, and is bolted to the web of the H-shaped steel beam 12.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

上記接合部の場合、力の伝達は明解なものの、垂直断面がH形の接合金物13 の製作方法が問題となる。すなわち、溶接による組立てか鋳造かの何れかであり 、金物の製作はともに非常に面倒である。 In the case of the above-mentioned joining portion, although the force transmission is clear, the method of manufacturing the joining metal piece 13 having an H-shaped vertical section poses a problem. That is, it is either assembling by welding or casting, and the manufacturing of the hardware is very troublesome.

【0005】 溶接による組立ての場合、第1の問題は接合金物13が突合せ溶接組立てにな ることである。すなわち、プレートには図11(a) に示すような開先を設ける必 要がある。In the case of assembly by welding, the first problem is that the metal joint 13 is a butt-welded assembly. That is, it is necessary to provide the plate with a groove as shown in FIG. 11 (a).

【0006】 第2に、溶接熱によるプレートの変形の問題がある。すなわち、プレートは溶 接熱により図11(b) のように変形し、接合金物13と角形鋼管柱11を高力ボ ルト摩擦接合する場合には、接合金物13の柱側プレート(フランジ部)の変形 による柱内面との隙間が大きな問題となる。Secondly, there is a problem of plate deformation due to welding heat. That is, the plate is deformed by the heat of welding as shown in Fig. 11 (b), and when the weld metal 13 and the square steel pipe column 11 are subjected to high-strength bolt friction welding, the plate of the weld metal 13 (flange portion) The gap between the inner surface of the column and the deformation of the column becomes a big problem.

【0007】 第3は接合金物13の精度の問題である。すなわち、接合金物13は何らかの 方法により柱1内に挿入、内装する必要がある。このとき、接合金物13のサイ ズは内径より僅かに小さくする必要がある。この比較的微妙な寸法調整を溶接組 立てで行うことは、上述した第2の問題とも関連して困難な点である。The third problem is the accuracy of the metal joint 13. That is, the joint metal 13 must be inserted into the pillar 1 and mounted inside by some method. At this time, the size of the metal joint 13 must be slightly smaller than the inner diameter. Performing this relatively delicate dimensional adjustment by welding assembly is a difficult point in connection with the second problem described above.

【0008】 鋳造の場合については寸法調整、熱歪みの問題はないものの、鋳造型枠を一々 作ることによる作業効率の悪さについては論を待たない。Although there is no problem of dimensional adjustment and heat distortion in the case of casting, the poor work efficiency due to the production of casting molds one by one cannot be overlooked.

【0009】 本考案は上述の欠点を解消するためになされたもので、角形鋼管柱とはりの接 合を容易にするとともに、コストも低下させ、さらに鉄骨構造の精度及び強度を 高めることを目的としている。The present invention has been made in order to solve the above-mentioned drawbacks, and an object thereof is to facilitate the connection of a rectangular steel pipe column and a beam, reduce the cost, and further improve the accuracy and strength of the steel frame structure. I am trying.

【0010】[0010]

【課題を解決するための手段】[Means for Solving the Problems]

以下、本考案の角形鋼管柱とはりの接合部を実施例に対応する図面の符号を用 いて説明する。 Hereinafter, a joint between a rectangular steel tube column and a beam of the present invention will be described with reference to the drawings corresponding to the embodiments.

【0011】 本考案の接合部はボルト接合により柱とはりの接合を行うものであり、垂直断 面が略H形の内側接合金物3を角形鋼管柱1内に挿入し、角形鋼管柱1の外面に はT字形金物からなる外側接合金物4を配置し、これら内側接合金物3と外側接 合金物4どうしを角形鋼管柱1の管壁を貫通するボルト5で接合している。また 、H形鋼はり2は外側接合金物4のウェブ4aにボルト接合される。なお、必要 に応じ、上述した従来例と同様、角形鋼管柱1の外面にシヤープレートを設け、 H形鋼はり2のウェブとボルト接合する場合もある。The joint portion of the present invention joins a column and a beam by bolting, and an inner joint metal 3 having a substantially H-shaped vertical cross-section is inserted into the square steel pipe column 1 to An outer joint metal 4 made of a T-shaped metal is arranged on the outer surface, and the inner joint metal 3 and the outer joint alloy 4 are joined together by a bolt 5 penetrating the pipe wall of the square steel pipe column 1. Further, the H-shaped steel beam 2 is bolted to the web 4 a of the outer joint metal 4. If necessary, a shear plate may be provided on the outer surface of the rectangular steel tube column 1 and bolted to the web of the H-shaped steel beam 2 as in the case of the above-described conventional example.

【0012】 内側接合金物3は水平なウェブ3aの両端に垂直なフランジ3bを有するH字 形金物を2個組み合わせたもので、互いに直交する方向に配置し、ウェブ3aど うしを重ね合わせた状態で、すみ肉溶接8またはボルト8a等により一体化する 。The inner joint metal piece 3 is a combination of two H-shaped metal pieces having vertical flanges 3b at both ends of a horizontal web 3a, which are arranged in directions orthogonal to each other, and the webs 3a are overlapped with each other. Then, the fillet weld 8 or the bolt 8a is used for integration.

【0013】 また、内側接合金物3のフランジ3bにねじ孔6を形成したり、あるいはナッ ト7を溶接しておくことにより、ボルト接合を容易にすることができる。Further, bolt connection can be facilitated by forming the screw hole 6 in the flange 3b of the inner joint metal piece 3 or by welding the nut 7 in advance.

【0014】[0014]

【実施例】【Example】

次に、本考案の実施例を図面に従って説明する。 Next, an embodiment of the present invention will be described with reference to the drawings.

【0015】 図2〜図5は本考案の接合部に用いる内側接合金物3の例を示したものである 。2 to 5 show examples of the inner joint metal piece 3 used for the joint portion of the present invention.

【0016】 図2は内側接合金物3の組立てに用いるH字形金物を示したものであり、水平 なウェブ3aと両端の垂直なフランジ3bとからなる。このH字形金物は例えば 既存のH形鋼から切り出す等して、容易かつ大量に得ることができる。フランジ 3b部分には、図に示すように、ねじ孔6またはナット7を設ける。FIG. 2 shows an H-shaped metal piece used for assembling the inner joint metal piece 3, which comprises a horizontal web 3a and vertical flanges 3b at both ends. This H-shaped metal product can be obtained easily and in a large amount by cutting it out from an existing H-shaped steel, for example. A screw hole 6 or a nut 7 is provided in the flange 3b portion as shown in the figure.

【0017】 このH字形金物を2個、図3及び図4に示すように互いに直交する2方向に重 ね合わせ、重ね合わせたウェブ3a部分をすみ肉溶接8で一体化することにより 、垂直断面が略H形の内側接合金物3を形成する。このように内側接合金物3は すみ肉溶接組立てのため開先が不要であり、また溶接部がH字形金物のウェブ3 aであるため、フランジ3bの変形に関する溶接熱の影響も少ない。As shown in FIGS. 3 and 4, two of these H-shaped metal parts are overlapped with each other in two directions orthogonal to each other, and the overlapped webs 3 a are integrated by fillet welding 8 to obtain a vertical cross section. Form a substantially H-shaped inner joint metal piece 3. As described above, since the inner joint metal 3 is a fillet-welded assembly, no groove is required, and since the welded portion is the H-shaped metal web 3a, the influence of welding heat on the deformation of the flange 3b is small.

【0018】 図5はH字形金物のウェブ3aどうしをボルト8aで接合した例である。もち ろん、図4に示すすみ肉溶接と、図5に示すボルト接合とを併用してもよい。FIG. 5 shows an example in which the webs 3a of the H-shaped metal article are joined together by the bolts 8a. Of course, the fillet welding shown in FIG. 4 and the bolt joining shown in FIG. 5 may be used together.

【0019】 また、鋼管の内面には通常、溶接ビード19(図6、図7参照)があり、内側 接合金物3がこれと干渉しない工夫が必要となる。この解決方法として、図6の 実施例では溶接ビード19がある壁面にフィラープレート20を挿入し、図7の 実施例では内側接合金物3のフランジ3bに予め溶接ビード19をかわせる大き さの溝21を設けている。Further, the inner surface of the steel pipe usually has a weld bead 19 (see FIGS. 6 and 7), and it is necessary to devise a method in which the inner joint metal 3 does not interfere with this. As a solution to this problem, in the embodiment of FIG. 6, a filler plate 20 is inserted into the wall surface having the weld bead 19, and in the embodiment of FIG. 7, a groove 21 of a size that allows the weld bead 19 to be preliminarily passed over the flange 3b of the inner joint metal piece 3. Is provided.

【0020】 図1は本考案による角形鋼管柱とH形鋼はりの接合部の一実施例を示したもの で、施工手順の一例を挙げると以下のようになる。FIG. 1 shows an embodiment of a joint between a square steel tube column and an H-shaped steel beam according to the present invention. An example of the construction procedure is as follows.

【0021】 工場において、上述の内側接合金物3をH形鋼はり2の上下フランジ2b位 置に対応させて角形鋼管柱1内に挿入する。内側接合金物3を所定の位置にセッ トすると同時に、内側接合金物3に設けたねじ孔に仮止め用ボルト9を挿入し、 角形鋼管柱1と内側接合金物3を仮止めする。In the factory, the above-mentioned inner joint metal piece 3 is inserted into the rectangular steel tube column 1 in correspondence with the positions of the upper and lower flanges 2b of the H-shaped steel beam 2. At the same time as setting the inner joint metal piece 3 to a predetermined position, the temporary fixing bolt 9 is inserted into the screw hole provided in the inner joint metal piece 3 to temporarily fix the square steel pipe column 1 and the inner joint metal piece 3.

【0022】 トラック等により建設現場に搬送する。It is transported to the construction site by a truck or the like.

【0023】 仮止め用ボルト9を外しながら、H形鋼はり2の下フランジ2b位置の外側 接合金物4を角形鋼管柱1の外面に配置し、対応位置の内側接合金物3とボルト 5で固定する。While removing the temporary fixing bolt 9, the outer joint metal 4 at the position of the lower flange 2b of the H-shaped steel beam 2 is arranged on the outer surface of the square steel pipe column 1 and fixed by the inner joint metal 3 and the bolt 5 at corresponding positions. To do.

【0024】 角形鋼管柱1を立ち上げる。The rectangular steel pipe pillar 1 is started up.

【0025】 H形鋼はり2をで予め固定した下側の外側接合金物4に載せる。The H-shaped steel beam 2 is placed on the lower outer joint metal 4 previously fixed with.

【0026】 上側の外側接合金物4は予めH形鋼はり2の上フランジ2bにボルト接合し ておき、仮止め用ボルト9を外しながら外側接合金物4と角形鋼管柱1をボルト 5により結合する。The upper outer joint metal 4 is bolted to the upper flange 2 b of the H-shaped steel beam 2 in advance, and the outer joint metal 4 and the square steel pipe column 1 are coupled by the bolt 5 while removing the temporary fixing bolt 9. ..

【0027】[0027]

【考案の効果】[Effect of the device]

本考案の接合部では接合金物を既存のH形鋼より切り出したH字形金物を重ね 合わせ、すみ肉溶接またはボルト等により組み立てるので、大量生産に適し、作 業効率を著しく向上させ、コストを低下させることができる。 In the joint part of the present invention, the H-shaped metal pieces cut out from the existing H-shaped steel are overlapped with each other and assembled by fillet welding or bolts, so that they are suitable for mass production and significantly improve the work efficiency and reduce the cost. Can be made

【0028】 また、柱はり接合部において、柱及びはりを短く切断することもないため、骨 組の精度も高めることができる。In addition, since the column and the beam are not cut into short pieces at the beam-column joint, the accuracy of the frame can be improved.

【0029】 さらに、接合金物は柱面からの出がほとんどないため、運搬時の効率もよい。Further, since the metal joint hardly comes out of the column surface, it is efficient in transportation.

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

【図1】本考案の接合部の一実施例における要部の鉛直
断面図である。
FIG. 1 is a vertical cross-sectional view of a main portion of an embodiment of a joint portion of the present invention.

【図2】本考案で用いる内側接合金物の構成要素である
H字形金物の斜視図である。
FIG. 2 is a perspective view of an H-shaped metal piece that is a component of the inner joint metal piece used in the present invention.

【図3】本考案で用いる内側接合金物の一例を示す正面
図である。
FIG. 3 is a front view showing an example of an inner joint metal piece used in the present invention.

【図4】本考案で用いる内側接合金物の一例を示す平面
図である。
FIG. 4 is a plan view showing an example of an inner joint metal piece used in the present invention.

【図5】本考案で用いる内側接合金物の一例を示す平面
図である。
FIG. 5 is a plan view showing an example of an inner joint metal piece used in the present invention.

【図6】本考案で用いる内側接合金物の他の例を角形鋼
管柱とともに示した平面図である。
FIG. 6 is a plan view showing another example of the inner joint metal piece used in the present invention together with a square steel pipe column.

【図7】本考案で用いる内側接合金物のさらに他の例を
角形鋼管柱とともに示した平面図である。
FIG. 7 is a plan view showing still another example of the inner joint metal used in the present invention together with a square steel pipe column.

【図8】従来例を示す斜視図である。FIG. 8 is a perspective view showing a conventional example.

【図9】図8に対応する鉛直断面図である。9 is a vertical sectional view corresponding to FIG.

【図10】従来例における内側接合金物を示したもの
で、(a) は平面図、(b) は鉛直断面図である。
FIG. 10 shows an inner joint metal piece in a conventional example, (a) is a plan view and (b) is a vertical sectional view.

【図11】(a) 、(b) は従来例における問題点を説明す
るための図である。
11A and 11B are views for explaining problems in the conventional example.

【符号の説明】[Explanation of symbols]

1…角形鋼管柱、2…H形鋼はり、2a…ウェブ、2b
…フランジ、3…内側接合金物、3a…ウェブ、3b…
フランジ、4…外側接合金物、4a…ウェブ、4b…フ
ランジ、5…ボルト、6…ねじ孔、7…ナット、8…す
み肉溶接、8a…ボルト、9…仮止め用ボルト、19…
溶接ビード、20…フィラープレート、21…溝
1 ... Square steel tube column, 2 ... H-shaped steel beam, 2a ... Web, 2b
… Flange, 3… Inner joining hardware, 3a… Web, 3b…
Flange, 4 ... Outer joining metal fitting, 4a ... Web, 4b ... Flange, 5 ... Bolt, 6 ... Screw hole, 7 ... Nut, 8 ... Fillet weld, 8a ... Bolt, 9 ... Temporary fastening bolt, 19 ...
Weld beads, 20 ... Filler plate, 21 ... Groove

───────────────────────────────────────────────────── フロントページの続き (72)考案者 高田 啓一 東京都千代田区大手町一丁目1番3号 住 友金属工業株式会社内 (72)考案者 福田 浩司 東京都千代田区大手町一丁目1番3号 住 友金属工業株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Keiichi Takada 1-3-1 Otemachi, Chiyoda-ku, Tokyo Sumitomo Metal Industries, Ltd. (72) Koji Fukuda 1-1-1 Otemachi, Chiyoda-ku, Tokyo No. 3 Sumitomo Metal Industries, Ltd.

Claims (2)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 水平なウェブの両端に垂直なフランジを
有するH字形金物を2つ、互いに直交する方向に配置
し、前記H字形金物のウェブどうしを重ね合わせた状態
で一体化して、前記各フランジが角形鋼管柱の内面に接
する垂直断面が略H形の内側接合金物を形成し、前記内
側接合金物を角形鋼管柱内に挿入し、前記角形鋼管柱の
外面には水平なウェブと垂直なフランジを有するT字形
金物からなる外側接合金物を配置し、前記内側接合金物
と外側接合金物どうしを前記角形鋼管柱の管壁を貫通す
るボルトで接合し、さらに前記外側接合金物の前記ウェ
ブとH形鋼はりのフランジとをボルト接合したことを特
徴とする角形鋼管柱とはりの接合部。
1. An H-shaped metal piece having vertical flanges at both ends of a horizontal web is arranged in directions orthogonal to each other, and the webs of the H-shaped metal pieces are integrated in a state of being overlapped with each other, and The flange is in contact with the inner surface of the prismatic steel column to form an inner joint metal having a substantially H-shaped vertical section, and the inner joint metal is inserted into the prismatic steel pipe column, and the outer surface of the prismatic steel pipe column is perpendicular to the horizontal web. An outer joining metal article made of a T-shaped metal article having a flange is arranged, the inner joining metal article and the outer joining metal article are joined with a bolt penetrating a pipe wall of the square steel pipe column, and further, the web and the H of the outer joining metal article are arranged. A joint between a square steel column and a beam, characterized in that the flange of the shaped steel beam is joined by bolts.
【請求項2】 前記内側接合金物のフランジには前記外
側接合金物とボルト接合するためのねじ孔またはナット
を設けてある請求項1記載の角形鋼管柱とはりの接合
部。
2. The joint between a square steel pipe column and a beam according to claim 1, wherein a screw hole or a nut for bolting the outer joint metal to the outer joint metal is provided on the flange of the inner joint metal.
JP7135591U 1991-09-05 1991-09-05 Connection between square steel tube column and beam Expired - Lifetime JP2555712Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7135591U JP2555712Y2 (en) 1991-09-05 1991-09-05 Connection between square steel tube column and beam

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Application Number Priority Date Filing Date Title
JP7135591U JP2555712Y2 (en) 1991-09-05 1991-09-05 Connection between square steel tube column and beam

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JPH0522704U true JPH0522704U (en) 1993-03-26
JP2555712Y2 JP2555712Y2 (en) 1997-11-26

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004244921A (en) * 2003-02-13 2004-09-02 Okabe Co Ltd Structure of connection between steel-frame column and steel-frame beam, and beam bracket for connection between them

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004244921A (en) * 2003-02-13 2004-09-02 Okabe Co Ltd Structure of connection between steel-frame column and steel-frame beam, and beam bracket for connection between them

Also Published As

Publication number Publication date
JP2555712Y2 (en) 1997-11-26

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