JP2003239380A - Frame structure for steel-framed building - Google Patents

Frame structure for steel-framed building

Info

Publication number
JP2003239380A
JP2003239380A JP2002034471A JP2002034471A JP2003239380A JP 2003239380 A JP2003239380 A JP 2003239380A JP 2002034471 A JP2002034471 A JP 2002034471A JP 2002034471 A JP2002034471 A JP 2002034471A JP 2003239380 A JP2003239380 A JP 2003239380A
Authority
JP
Japan
Prior art keywords
steel
columns
column
frame structure
face
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
JP2002034471A
Other languages
Japanese (ja)
Inventor
Yoshitaka Sotokari
吉隆 外狩
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu 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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2002034471A priority Critical patent/JP2003239380A/en
Publication of JP2003239380A publication Critical patent/JP2003239380A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide connection structure for composite construction having good workability and high joint strength with simple constitution, and to provide its construction method. <P>SOLUTION: A column 2 of a steel-framed building is provided with gusset plates in the desired height positions on both front and rear sides of a web face 2b. A plurality of columns 2 of such constitution are spaced by a prescribed distance in X and Y directions. The adjacent columns 2 are alternately erected so that the facing faces are a flange face 2a of one column 3 and a web face 2b of the other column 4, and a beam 5 is horizontally arranged to connect these columns, thus constructing the frame structure of the steel-framed building 1. One end part 5a of the beam 5 is rigidly jointed to one column 3 with the flange face 2a as a joint face, by a fastening means, and the other end part 5b is pin-jointed to the other column 4 with the gusset plate provided at the web face 2b, as a joint part. <P>COPYRIGHT: (C)2003,JPO

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、簡略な構成で施工
性が良く、安価な鉄骨造建築物の架構構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frame structure for a steel frame building which has a simple structure, good workability and is inexpensive.

【0002】[0002]

【従来の技術】平屋建築物、あるいは設備架台として鉄
骨造を採用する場合、ラーメン構造あるいはブレース構
造を用いる場合が多い。
2. Description of the Related Art When a steel frame structure is adopted as a one-story building or an equipment stand, a ramen structure or a brace structure is often used.

【0003】[0003]

【発明が解決しようとする課題】しかし、ラーメン構造
を用いる場合には、X方向及びY方向の両者における柱
と梁の仕口部を剛接合とする必要があるため、柱には角
形鋼管を使用することとなり、鉄骨量が増えるととも
に、仕口部の接合に係る溶接量が増加し、工費が膨大に
なるだけでなく、施工に手間を要する。また、ブレース
構造を用いる場合には、柱と梁に斜め材を設けるため、
壁が設けられることとなり、平面自由度が失われること
となる。
However, when the rigid frame structure is used, it is necessary to rigidly join the joints between the column and the beam in both the X direction and the Y direction. Therefore, a square steel pipe is used for the column. Since it is used, the amount of steel frame increases, the amount of welding involved in joining the joints increases, and not only the construction cost becomes enormous, but also the construction requires labor. Also, when using the brace structure, since diagonal members are provided on the columns and beams,
A wall will be provided, and planar freedom will be lost.

【0004】上記事情に鑑み、本発明は、簡略な構成で
施工性が良く、安価な鉄骨造建築物の架構構造を提供す
ることを目的としている。
In view of the above circumstances, it is an object of the present invention to provide a frame structure of a steel frame building which is simple in construction and good in workability.

【0005】[0005]

【課題を解決するための手段】請求項1に記載の鉄骨造
建築物の架構構造は、鉄骨造の柱、及び梁により構成さ
れる鉄骨造建築物の架構構造において、前記柱の側面に
は、柱の中心軸を挟んで対向する位置にガセットプレー
トが設けられているとともに、隣り合う前記柱どうしの
一方が、前記ガセットプレートの取り付け面を90°回
転されるようにして、所定の距離を設けてX方向及びY
方向に複数離間配置されており、隣り合う前記柱を連結
するように水平に配置される前記梁の一方の端部が、前
記柱に対して面どうしで突き合わされて固着手段により
固着されるとともに、他方の端部が、前記柱に設けられ
たガセットプレートを介して締結手段により締結される
ことを特徴としている。
A frame structure of a steel frame building according to claim 1 is a frame structure of a steel frame building composed of a steel frame column and a beam, wherein the side surface of the column is A gusset plate is provided at a position opposed to each other with the center axis of the pillar interposed therebetween, and one of the adjacent pillars is rotated by 90 ° with respect to the mounting surface of the gusset plate, and a predetermined distance is maintained. Provide in X direction and Y
A plurality of the beams are arranged in the direction away from each other, and one end of the beam horizontally arranged so as to connect the adjacent columns is abutted face-to-face with the columns and fixed by a fixing means. The other end is fastened by fastening means via a gusset plate provided on the pillar.

【0006】請求項2に記載の鉄骨造建築物の架構構造
は、前記柱には、H形鋼が用いられるとともに、該柱の
ウェブの両面に前記ガセットプレートが設けられること
を特徴としている。
According to a second aspect of the present invention, there is provided a frame structure for a steel frame building, wherein H-shaped steel is used for the columns, and the gusset plates are provided on both sides of a web of the columns.

【0007】[0007]

【発明の実施の形態】以下、本発明の鉄骨造建築物の架
構構造を図1から図3を用いて詳述する。
BEST MODE FOR CARRYING OUT THE INVENTION The frame structure of a steel frame building of the present invention will be described in detail below with reference to FIGS. 1 to 3.

【0008】図1に示すように、鉄骨造建築物1の柱2
には、H形鋼が用いられており、ウェブ面2bの表裏両
者で、各々所望の高さ位置にガセットプレート6が設け
られている。このような構成の複数の該柱2は、所定の
距離を持ってX及びY方向に離間配置されている。
As shown in FIG. 1, a pillar 2 of a steel frame building 1
Is made of H-shaped steel, and gusset plates 6 are provided at desired height positions on both front and back sides of the web surface 2b. The plurality of pillars 2 having such a configuration are spaced apart in the X and Y directions with a predetermined distance.

【0009】隣り合う該柱2は、向かい合う面を一方の
柱3がフランジ面2a、他方の柱4がウェブ面2bとな
るように、H形鋼の配置向きを90°回転させたもの
と、配置向きを回転させないものを交互に立設してい
る。このように配置された柱2は、前記梁5により連結
されている。
The adjacent columns 2 are obtained by rotating the H-section steels by 90 ° so that one column 3 has a flange surface 2a and the other column 4 has a web surface 2b. The ones that do not rotate the orientation are set up alternately. The columns 2 arranged in this way are connected by the beams 5.

【0010】図2に示すように、前記梁5は柱2と同様
にH形鋼が用いられている。隣り合う前記柱2を連結す
るように、前記梁5は水平に配置され、これらが連続す
ることにより、鉄骨造建築物1の架構構造が構築され
る。このとき、前記梁5は、一方の端部5aがフランジ
面2aを接合面とする一方の柱3と接合し、他方の端部
5bがウェブ面2bを接合部とする他方の柱4と接合す
ることとなる。このため、前記梁5の一方の端部5a
と、他方の端部5bでは、前記柱2への接合構造が異な
ることとなる。以下に、両者の接合構造を示す。
As shown in FIG. 2, the beam 5 is made of H-shaped steel similarly to the column 2. The beams 5 are horizontally arranged so as to connect the columns 2 adjacent to each other, and the beams 5 are continuously arranged to construct a frame structure of the steel frame building 1. At this time, one end 5a of the beam 5 is joined to one pillar 3 having the flange surface 2a as a joining surface, and the other end 5b is joined to the other pillar 4 having a web surface 2b as a joining portion. Will be done. Therefore, one end 5a of the beam 5 is
Then, the other end portion 5b has a different joining structure to the pillar 2. The joint structure of both is shown below.

【0011】図3(a)に示すように、前記梁5の一方
の端部5aと、フランジ面2aを形成する一方の柱3と
の接合構造は、該一方の柱3のフランジ面2aに梁5の
一方の端部5aを面どうしで突き合わせて溶接等の手段
により固着するもので、剛接合が形成されている。
As shown in FIG. 3 (a), the joint structure between one end 5a of the beam 5 and one pillar 3 forming the flange surface 2a is formed on the flange surface 2a of the one pillar 3. The one end 5a of the beam 5 is butted against each other and fixed by means of welding or the like, and a rigid joint is formed.

【0012】図3(b)に示すように、前記梁5の他方
の端部5bと、ウェブ面2bを形成する他方の柱4との
接合構造は、該他方の柱4のウェブ面2bにおける所望
の高さ位置に、ガセットプレート6が設けられており、
該ガセットプレート6に前記梁5の他方の端部5aを重
ね合わせて、ボルト7等の手段により締結するもので、
ピン接合が形成されている。
As shown in FIG. 3 (b), the joining structure between the other end 5b of the beam 5 and the other pillar 4 forming the web surface 2b has a structure in which the other pillar 4 has a web surface 2b. The gusset plate 6 is provided at a desired height position,
The other end 5a of the beam 5 is superposed on the gusset plate 6 and fastened by means of a bolt 7 or the like.
A pin junction is formed.

【0013】なお、本実施の形態では、前記柱2にH形
鋼を用いたが、これにこだわるものではなく、角形鋼管
を用いて向かい合う2面にガセットプレート6を設ける
構成としても良い。このように、本実施の形態はあくま
でも一つの例示であり、本発明の趣旨を逸脱しない限
り、本実施の形態に限定されず、いかなる形態をも採用
しうることは、言うまでもない。
In the present embodiment, the H-shaped steel is used for the column 2, but the present invention is not limited to this. The gusset plates 6 may be provided on the two opposite surfaces using a square steel pipe. As described above, the present embodiment is merely an example, and it goes without saying that the present invention is not limited to the present embodiment and any form can be adopted without departing from the spirit of the present invention.

【0014】上述する構成によれば、前記鉄骨造建築物
1の架構構造は、前記柱2に対して前記梁5が、一方の
端部5aを剛接合し、他方の端部5bを前記柱2に設け
られたガセットプレート6を介してピン接合した構成を
X方向、及びY方向の両方向に連続するしたものである
ことから、前記梁5と柱2の仕口構造を簡略化できると
ともに溶接量を削減することができ、施工性を向上する
ことが可能となる。
According to the structure described above, in the frame structure of the steel building 1, the beam 5 rigidly joins one end 5a to the column 2 and the other end 5b to the column 2. Since the structure in which the pins are joined together via the gusset plate 6 provided in 2 is continuous in both the X direction and the Y direction, the joint structure of the beam 5 and the column 2 can be simplified and welded. The amount can be reduced and the workability can be improved.

【0015】また、前記柱2について、H形鋼を用いる
ことが可能であるため、角形鋼管等を用いる場合に比べ
て鉄骨量を大幅に削減でき、工費削減に大きく寄与する
ことが可能となる。
Further, since the H-shaped steel can be used for the pillar 2, the amount of steel frame can be significantly reduced as compared with the case where a rectangular steel pipe or the like is used, which can greatly contribute to the reduction of the construction cost. .

【0016】さらに、前記鉄骨造建築物1の架構構造
は、ラーメン構造を用いた場合と同様に鉛直方向、及び
水平方向の荷重に剛な構成が形成できるため、ブレース
を用いる必要がなく、梁下空間を有効に利用することが
可能となる。
Further, in the frame structure of the steel building 1, since a rigid structure can be formed under the load in the vertical direction and the horizontal direction as in the case of using the rigid frame structure, it is not necessary to use braces, and the beam is not necessary. It is possible to effectively use the lower space.

【0017】[0017]

【発明の効果】請求項1に記載の鉄骨造建築物の架構構
造によれば、鉄骨造の柱、及び梁により構成される鉄骨
造建築物の架構構造において、前記柱の側面には、柱の
中心軸を挟んで対向する位置にガセットプレートが設け
られているとともに、隣り合う前記柱どうしの一方が、
前記ガセットプレートの取り付け面を90°回転される
ようにして、所定の距離を設けてX方向及びY方向に複
数離間配置されており、隣り合う前記柱を連結するよう
に水平に配置される前記梁の一方の端部が、前記柱に対
して面どうしで突き合わされて固着手段により固着され
るとともに、他方の端部が、前記柱に設けられたガセッ
トプレートを介して締結手段により締結されることか
ら、前記梁と柱の仕口構造を簡略化できるとともに溶接
量を削減することができ、施工性を向上することが可能
となる。
According to the frame structure of a steel frame building according to claim 1, in a frame structure of a steel frame building composed of a steel frame column and a beam, a pillar is provided on a side surface of the column. A gusset plate is provided at a position facing each other across the central axis of, and one of the adjacent columns is
The mounting surface of the gusset plate is rotated by 90 °, and a plurality of the gusset plates are spaced apart in the X direction and the Y direction at a predetermined distance, and are horizontally arranged so as to connect the adjacent columns. One end of the beam is face-to-face with the pillar and fixed by a fixing means, and the other end is fastened by a fastening means via a gusset plate provided on the pillar. Therefore, the joint structure of the beam and the column can be simplified, the amount of welding can be reduced, and the workability can be improved.

【0018】さらに、記鉄骨造建築物の架構構造は、ラ
ーメン構造を用いた場合と同様に鉛直方向、及び水平方
向の荷重に剛な構成が形成できるため、ブレースを用い
る必要がなく、梁下空間を有効に利用することが可能と
なる。
Further, in the frame structure of the steel frame building, since a rigid structure can be formed under the load in the vertical direction and the horizontal direction as in the case of using the rigid frame structure, there is no need to use braces, It is possible to effectively use the space.

【00019】請求項2に記載の鉄骨造建築物の架構構
造によれば、前記柱には、H形鋼が用いられるととも
に、該柱のウェブの両面に前記ガセットプレートが設け
られることから、前記梁と柱の仕口構造を簡略化できる
とともに、鉄骨量を大幅に削減でき、工費削減に大きく
寄与することが可能となる。
According to the frame structure of the steel frame building of claim 2, since the H-section steel is used for the column and the gusset plates are provided on both sides of the web of the column, The joint structure of beams and columns can be simplified and the amount of steel frame can be significantly reduced, which can greatly contribute to the reduction of construction costs.

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

【図1】 本発明に係る鉄骨造建築物の架構構造の概略
を示す図である。
FIG. 1 is a diagram showing an outline of a frame structure of a steel frame building according to the present invention.

【図2】 本発明に係る鉄骨造建築物の架構構造の側面
を示す図である。
FIG. 2 is a diagram showing a side surface of a frame structure of a steel frame building according to the present invention.

【図3】 本発明に係る鉄骨造建築物の架構構造の梁と
柱の接合構造を示す図である。
FIG. 3 is a view showing a joint structure of a beam and a column of a frame structure of a steel frame building according to the present invention.

【符号の説明】[Explanation of symbols]

1 鉄骨造建築物 2 柱 2a フランジ面 2b ウェブ面 3 一方の柱 4 他方の柱 5 梁 5a 一方の端部 5b 他方の端部 6 ガセットプレート 7 ボルト 8 梁下空間 1 steel frame building Two pillars 2a Flange surface 2b Web side 3 One pillar 4 The other pillar 5 beams 5a One end 5b the other end 6 gusset plate 7 volts 8 Beam space

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄骨造の柱、及び梁により構成される鉄
骨造建築物の架構構造において、 前記柱の側面には、柱の中心軸を挟んで対向する位置に
ガセットプレートが設けられているとともに、 隣り合う前記柱どうしの一方が、前記ガセットプレート
の取り付け面を90°回転されるようにして、所定の距
離を設けてX方向及びY方向に複数離間配置されてお
り、 隣り合う前記柱を連結するように水平に配置される前記
梁の一方の端部が、前記柱に対して面どうしで突き合わ
されて固着手段により固着されるとともに、 他方の端部が、前記柱に設けられたガセットプレートを
介して締結手段により締結されることを特徴とする鉄骨
造建築物の架構構造。
1. In a frame structure of a steel-framed building composed of steel-framed columns and beams, gusset plates are provided on the side surfaces of the columns at positions facing each other with a central axis of the column interposed therebetween. At the same time, one of the adjacent columns is arranged with a predetermined distance so as to rotate the mounting surface of the gusset plate by 90 °, and a plurality of the columns are spaced apart in the X direction and the Y direction. One end of the beam horizontally arranged so as to connect to each other is abutted face to face with respect to the pillar and fixed by a fixing means, and the other end is provided on the pillar. A frame structure of a steel frame building characterized by being fastened by fastening means via a gusset plate.
【請求項2】 請求項1に記載の鉄骨造建築物の架構構
造において、 前記柱には、H形鋼が用いられるとともに、該柱のウェ
ブの両面に前記ガセットプレートが設けられることを特
徴とする鉄骨造建築物の架構構造。
2. The frame structure for a steel frame building according to claim 1, wherein H-shaped steel is used for the columns, and the gusset plates are provided on both sides of the web of the columns. A frame structure of a steel building.
JP2002034471A 2002-02-12 2002-02-12 Frame structure for steel-framed building Pending JP2003239380A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002034471A JP2003239380A (en) 2002-02-12 2002-02-12 Frame structure for steel-framed building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002034471A JP2003239380A (en) 2002-02-12 2002-02-12 Frame structure for steel-framed building

Publications (1)

Publication Number Publication Date
JP2003239380A true JP2003239380A (en) 2003-08-27

Family

ID=27776964

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002034471A Pending JP2003239380A (en) 2002-02-12 2002-02-12 Frame structure for steel-framed building

Country Status (1)

Country Link
JP (1) JP2003239380A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012255298A (en) * 2011-06-09 2012-12-27 Sumitomo Metal Ind Ltd H-shaped steel member
JP2019138088A (en) * 2018-02-13 2019-08-22 株式会社竹中工務店 Frame structure
JP2020056285A (en) * 2018-09-28 2020-04-09 大和ハウス工業株式会社 Frame structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012255298A (en) * 2011-06-09 2012-12-27 Sumitomo Metal Ind Ltd H-shaped steel member
JP2019138088A (en) * 2018-02-13 2019-08-22 株式会社竹中工務店 Frame structure
JP7045214B2 (en) 2018-02-13 2022-03-31 株式会社竹中工務店 Frame structure
JP2020056285A (en) * 2018-09-28 2020-04-09 大和ハウス工業株式会社 Frame structure
JP7315320B2 (en) 2018-09-28 2023-07-26 大和ハウス工業株式会社 frame structure

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