JP2003328432A - Steel structure - Google Patents

Steel structure

Info

Publication number
JP2003328432A
JP2003328432A JP2002132994A JP2002132994A JP2003328432A JP 2003328432 A JP2003328432 A JP 2003328432A JP 2002132994 A JP2002132994 A JP 2002132994A JP 2002132994 A JP2002132994 A JP 2002132994A JP 2003328432 A JP2003328432 A JP 2003328432A
Authority
JP
Japan
Prior art keywords
steel frame
constituent
members
pillar
steel
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
JP2002132994A
Other languages
Japanese (ja)
Inventor
Hideto Irikawa
秀人 入川
Original Assignee
Ldk Kk
エル・ディー・ケー有限会社
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 Ldk Kk, エル・ディー・ケー有限会社 filed Critical Ldk Kk
Priority to JP2002132994A priority Critical patent/JP2003328432A/en
Publication of JP2003328432A publication Critical patent/JP2003328432A/en
Pending legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a steel structure which not only facilitates construction work even if members such as columns are formed of lightweight section steels, but also improves the productivity of the members. <P>SOLUTION: According to the steel structure, a steel panel frame 4 is formed by connecting column component members 2 and beam component members 3 together in one body, and then the steel panel frames 4 thus formed are arranged adjacently to each other like a box. Then, a column 5 is formed by connecting together the column component members 2 of the mutually adjacent steel panel frames 4, and a beam 6 is formed by connecting together the beam component members 3. <P>COPYRIGHT: (C)2004,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、建物の骨組である
鉄骨構造に関し、さらに詳しくは、柱構成部材と梁構成
部材とからなる複数の鉄骨パネルを連結して構築される
鉄骨構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel frame structure which is a frame structure of a building, and more particularly to a steel frame structure constructed by connecting a plurality of steel frame panels each of which is a column member and a beam member.
【0002】[0002]
【従来の技術】建物には、柱と梁とを接合して形成した
鉄骨構造に、天井面、床面、内壁や外壁などを取り付け
て構築されるものがある。このような建物に用いられる
鉄骨構造としては、例えば、図7に示すようなものがあ
る。
2. Description of the Related Art Some buildings are constructed by attaching a ceiling surface, a floor surface, an inner wall and an outer wall to a steel frame structure formed by joining columns and beams. As a steel frame structure used in such a building, for example, there is one shown in FIG. 7.
【0003】図7に示すように、鉄骨構造100は、鋼
管からなる複数の柱101が不図示の柱脚に立設され、
それらの柱101にH形鋼からなる複数の梁102が交
差するように接合されて立体的な格子状に形成されてい
る。この鉄骨構造100では、柱101の所定位置に設
けられた梁接合部103を介して梁102が接合されて
いる。
As shown in FIG. 7, in a steel frame structure 100, a plurality of columns 101 made of steel pipe are erected on a column base (not shown).
A plurality of beams 102 made of H-shaped steel are joined to these columns 101 so as to intersect with each other to form a three-dimensional lattice shape. In this steel frame structure 100, a beam 102 is joined via a beam joining portion 103 provided at a predetermined position of a column 101.
【0004】梁接合部103は、図7および図8に示す
ように、梁102と略同一断面形状に形成され、基端が
柱101の外周面に溶接接続されている。また、梁接合
部103は、柱101の外周面に溶接により周設されて
梁102からの力を柱101に伝達するためのダイヤフ
ラム104が、不図示の上、下フランジに一体に溶接接
続されている。この梁接合部103は、先端に梁102
の端部が突き合わされた状態で、梁102との間を継手
105a,105b,105c…およびボルト・ナット
106により連結されている。
As shown in FIGS. 7 and 8, the beam joint portion 103 is formed to have substantially the same sectional shape as the beam 102, and the base end thereof is welded to the outer peripheral surface of the column 101. Further, the beam joint portion 103 has a diaphragm 104, which is provided around the outer peripheral surface of the column 101 by welding and transmits the force from the beam 102 to the column 101, is integrally welded to the upper and lower flanges (not shown). ing. This beam joint 103 has a beam 102 at the tip.
, And the beams 102 are connected by joints 105a, 105b, 105c ... And bolts and nuts 106.
【0005】[0005]
【発明が解決しようとする課題】ところで、上記従来の
鉄骨構造100では、通常、作業性の確保などの観点か
ら、柱101が建物のおよそ2階分または3階分の長さ
を有した大型かつ厚肉で自重の重い重量形鋼で形成され
ている。このため、鉄骨構造100では、柱101の搬
入などに大型の重機を用いる必要があり、例えば、幅の
狭い路地などの大型重機が進入できない場所での構築を
行うことができないという問題があった。
By the way, in the above-mentioned conventional steel frame structure 100, in general, from the viewpoint of ensuring workability, the pillar 101 is a large-sized one having a length of about two or three floors of the building. It is also made of heavy-weight steel that is thick and heavy. Therefore, in the steel structure 100, it is necessary to use a large heavy machine for carrying in the columns 101, and there is a problem that it cannot be constructed in a place where a large heavy machine cannot enter, such as a narrow alley. .
【0006】この場合、柱および梁に薄肉で自重の軽い
軽量形鋼を用いることが考えられるが、単一での強度が
低下するので2部材以上を組み合わせて一本の柱および
梁を構成する必要がある。したがって、鉄骨構造の構築
の際には、2部材以上を組み合わせた柱および梁を形成
した後にそれらの柱および梁を接合することとなり、作
業に手間がかかってしまう。
[0006] In this case, it is conceivable to use a light-weight shaped steel having a thin wall and a light weight for the pillar and the beam. However, since the strength of a single piece is lowered, two or more members are combined to form one pillar and the beam. There is a need. Therefore, when constructing a steel frame structure, a pillar and a beam formed by combining two or more members are formed, and then the pillar and the beam are joined, which is troublesome for the work.
【0007】また、鉄骨構造100では、強度確保など
の観点から柱101と梁102とを接合する部分、特
に、梁接合部103やダイヤフラム104の柱101へ
の溶接に高い精度が要求され、柱101の生産が困難と
なっていた。
Further, in the steel structure 100, from the viewpoint of ensuring strength, a high precision is required for a portion where the column 101 and the beam 102 are joined, particularly for welding the beam joining portion 103 and the diaphragm 104 to the column 101, and the column is required. Production of 101 was difficult.
【0008】そこで、本発明は、上記従来の課題に鑑み
てなされたものであり、柱などの部材に軽量形鋼を用い
た場合でも構築作業を容易に行うことができるばかり
か、部材の生産性をも向上することができる鉄骨構造の
提供を目的とする。
Therefore, the present invention has been made in view of the above-mentioned problems of the prior art, and not only the construction work can be easily performed even when a lightweight shaped steel is used for a member such as a pillar, but the production of the member is also possible. The purpose of the present invention is to provide a steel structure capable of improving the property.
【0009】[0009]
【課題を解決するための手段】上記目的を達成するため
に請求項1記載の発明は、柱構成部材と梁構成部材とを
一体に接合された枠状の複数の鉄骨パネルが相互に隣接
させて箱状に配置されていると共に、隣接した前記鉄骨
パネルの前記柱構成部材同士および前記梁構成部材同士
が連結されることにより柱および梁が構成されて構築さ
れていることを特徴とする。
In order to achieve the above object, the invention according to claim 1 is characterized in that a plurality of frame-shaped steel frames in which a pillar constituent member and a beam constituent member are integrally joined are adjacent to each other. Are arranged in a box shape, and columns and beams are constructed by connecting the column constituent members and the beam constituent members of the adjacent steel frame panels to each other.
【0010】このように構成された請求項1記載の発明
は、複数の鉄骨パネルを、相互に箱状に隣接させなが
ら、柱構成部材および梁構成部材を連結して柱および梁
を構成し構築される。このため、単一では強度の低い軽
量形鋼を柱構成部材および梁構成部材に用いても、柱お
よび梁の強度を確保することができる作用がある。
According to the first aspect of the present invention thus constructed, the plurality of steel frame panels are arranged adjacent to each other in a box shape, and the pillar-constituting members and the beam-constituting members are connected to form the pillars and beams. To be done. For this reason, even if the light-weight steel having a low strength alone is used for the column component member and the beam component member, the strength of the column and the beam can be ensured.
【0011】また、現場での構築作業のほとんどを柱構
成部材同士および梁構成部材同士の連結作業とすること
ができる。
Further, most of the construction work on site can be performed by connecting the pillar constituent members and the beam constituent members.
【0012】さらに、鉄骨パネルが柱構成部材と梁構成
部材とを一体に接合して形成されているため、それらの
柱構成部材同士および梁構成部材同士を連結して形成さ
れた柱および梁が直接接合された状態となっている。し
たがって、従来の柱と梁とを接合するための梁接合部に
相当する部分を省略し、鉄骨パネルを柱構成部材と梁構
成部材とを一体に接合するだけで形成することができ
る。
Further, since the steel frame panel is formed by integrally joining the pillar constituent member and the beam constituent member, the pillar and the beam formed by connecting the pillar constituent members and the beam constituent members are connected to each other. It is in a directly joined state. Therefore, it is possible to omit the portion corresponding to the beam joint portion for joining the conventional column and the beam, and form the steel frame panel only by integrally joining the column component member and the beam component member.
【0013】請求項2記載の発明は、請求項1記載の鉄
骨構造であって、前記鉄骨パネルの前記柱構成部材と前
記梁構成部材との接合部分の内側に、一側および他側の
締結部がそれぞれ前記柱構成部材および前記梁構成部材
に沿った補強部材を配置され、隣接した前記鉄骨パネル
の前記補強部材間を締結具により締結されることで前記
柱構成部材の端部同士および前記梁構成部材の端部同士
が連結されていることを特徴とする。
According to a second aspect of the present invention, in the steel frame structure according to the first aspect, one side and the other side of the steel frame panel are fastened to the inside of the joint portion between the column component and the beam component. Reinforcing members are arranged along the pillar forming member and the beam forming member, and the end portions of the pillar forming member and the end portions of the pillar forming member are fastened by a fastener between the reinforcing members of the adjacent steel frame panels. The beam constituent members are connected at their ends.
【0014】このように構成された請求項2記載の発明
は、柱構成部材の連結により形成されて隣接配置された
柱が、柱構成部材と梁構成部材との接合部分において、
梁構成部材が補強部材を用いて締結具により締結された
端部を介して連続し一本化されている。さらに、梁構成
部材の連結により形成されて隣接配置された梁は、柱構
成部材と梁構成部材との接合部分において、柱構成部材
が補強部材を用いて締結具により締結された端部を介し
て連続し一本化されている。この結果、全体としての強
度を確実に確保することができる作用がある。
According to the second aspect of the present invention having the above-described structure, the pillars formed by connecting the pillar constituent members and arranged adjacent to each other are arranged at the joint portion between the pillar constituent members and the beam constituent members.
The beam constituent members are continuous and unified via the end portions fastened by the fastener using the reinforcing member. Further, the beams which are formed by connecting the beam constituent members and are arranged adjacent to each other are such that at the joint portion between the pillar constituent members and the beam constituent members, the pillar constituent members are connected via the end portions fastened by the fastener using the reinforcing member. It is continuous and unified. As a result, there is an effect that the strength as a whole can be reliably ensured.
【0015】さらに、補強部材が鉄骨パネルの柱構成部
材と梁構成部材との接合部分の内側に配置されて柱構成
部材および梁構成部材にそれぞれ一側および他側の締結
部が沿っており、それらの締結部間が締結具により締結
されている。したがって、補強部材が各鉄骨パネルから
突出する部分がない。
Further, the reinforcing member is arranged inside the joint portion between the pillar constituent member and the beam constituent member of the steel frame panel, and the fastening portions on one side and the other side are along the pillar constituent member and the beam constituent member, respectively. The fastening parts are fastened between the fastening parts. Therefore, there is no portion where the reinforcing member projects from each steel panel.
【0016】[0016]
【発明の実施の形態】以下、本発明にかかる鉄骨構造の
詳細について図面に示す実施形態に基づいて説明する。
図1は本発明にかかる一実施形態の鉄骨構造の概略構成
を示す斜視図、図2は図1に示す鉄骨構造に用いられて
いる鉄骨パネルを示す正面図、図3は図1に示す鉄骨構
造に用いられている筋交いを有した鉄骨パネルを示す正
面図、図4は図1に示す同一面上の鉄骨パネルに設けら
れている柱構成部材同士および梁構成部材同士を連結し
た状態の概略構成図、図5は図2に示す鉄骨パネルの柱
構成部材と梁構成部材との接合部分に配置されている補
強部材を示す斜視図、図6は図3に示す鉄骨パネルの柱
構成部材と梁構成部材との接合部分に配置されている補
強部材を示す斜視図である。なお、本実施形態では、3
階建ての建物に用いられる場合を例に取って説明する。
BEST MODE FOR CARRYING OUT THE INVENTION The details of the steel frame structure according to the present invention will be described below based on the embodiments shown in the drawings.
1 is a perspective view showing a schematic configuration of a steel frame structure according to an embodiment of the present invention, FIG. 2 is a front view showing a steel frame panel used in the steel frame structure shown in FIG. 1, and FIG. 3 is a steel frame shown in FIG. The front view which shows the steel frame panel which has the brace used for the structure, FIG. 4 is the outline of the state which connected the column component members and beam component members which are provided in the steel frame panel on the same surface shown in FIG. FIG. 5 is a perspective view showing a reinforcing member arranged at a joint portion between a pillar constituent member and a beam constituent member of the steel frame panel shown in FIG. 2, and FIG. 6 is a pillar constituent member of the steel frame panel shown in FIG. It is a perspective view which shows the reinforcement member arrange | positioned at the junction part with a beam component member. In the present embodiment, 3
Description will be given taking a case where it is used for a one-story building as an example.
【0017】本実施形態の鉄骨構造1は、図1に示すよ
うに、柱構成部材2と梁構成部材3とを一体に接合され
た矩形枠状の複数の鉄骨パネル4が相互に隣接されて箱
状に配置されていると共に、隣接した鉄骨パネル4の柱
構成部材2および梁構成部材3同士が連結されることに
より柱5および梁6が構成されて構築されている。この
鉄骨構造1は、対向した面を形成している鉄骨パネル4
間に、冷間成形により形成された薄肉で自重の軽い軽量
形鋼からなる複数の小梁7a,7bが設けられていると
共に、所望の位置に天井面、床面、内壁や外壁などを取
り付けるための不図示のブラケットが取り付けられてい
る。
In the steel frame structure 1 of this embodiment, as shown in FIG. 1, a plurality of rectangular frame-shaped steel frame panels 4 in which a pillar forming member 2 and a beam forming member 3 are integrally joined are adjacent to each other. The pillars 5 and the beams 6 are constructed by connecting the pillar-constituting members 2 and the beam-constituting members 3 of the adjacent steel frame panels 4 while being arranged in a box shape. This steel frame structure 1 comprises a steel frame panel 4 forming opposite faces.
A plurality of crossbeams 7a and 7b made of cold-formed, thin-walled and lightweight lightweight steel are provided, and a ceiling surface, floor surface, inner wall, outer wall, etc. are attached at desired positions. A bracket (not shown) is attached.
【0018】上記複数の鉄骨パネル4は、図1〜図3に
示すように、並列に配置された一対の建物のおよそ1階
分の長さに設定された柱構成部材2の上下端部間に、そ
れらの柱構成部材2よりも短い梁構成部材3の左右端部
がそれぞれ溶接されてなる。柱構成部材2および梁構成
部材3は、図5に示すように、小梁7a,7bと同様に
冷間成形により形成された薄肉で自重の軽い軽量形鋼か
らなり、鉄骨パネル4の内側に開口している断面C字状
となっている。これらの柱構成部材2および梁構成部材
3には、図示しないが所定位置に電線などを配索するた
めの配索用孔が設けられている。
As shown in FIGS. 1 to 3, the plurality of steel panels 4 are arranged between the upper and lower end portions of the pillar-constituting member 2 having a length of about one floor of a pair of buildings arranged in parallel. Further, the left and right ends of the beam constituent member 3 shorter than the column constituent member 2 are welded to each other. As shown in FIG. 5, the column component member 2 and the beam component member 3 are made of thin, lightweight lightweight shaped steel formed by cold forming similarly to the crossbeams 7a and 7b. It has an open C-shaped cross section. Although not shown, the pillar constituent member 2 and the beam constituent member 3 are provided with wiring holes at predetermined positions for wiring electric wires and the like.
【0019】所望の鉄骨パネル4は、図1および図3に
示すように、内側の同一対角線上に配置されている柱構
成部材2と梁構成部材3との接合部分間に筋交い8a,
8bが設けられ、全体として強度が向上されている。そ
れらの筋交い8a,8bは、長尺棒状に形成されてお
り、両端がそれぞれ柱構成部材2と梁構成部材3との接
合部分に配置されている後述の補強部材11bのプレー
ト部13に溶接接続されている。なお、筋交い8a,8
bは、1つおきに配置されている鉄骨パネル4に設けら
れていればよい。また、鉄骨パネル4は予め工場におい
て生産され、筋交い8a,8bの両端のプレート部13
への溶接も予め工場において行われている。
As shown in FIGS. 1 and 3, the desired steel frame panel 4 has braces 8a, between the connecting portions of the pillar constituent member 2 and the beam constituent member 3 arranged on the same diagonal line on the inside.
8b is provided, and the strength is improved as a whole. These bracees 8a and 8b are formed in a long rod shape, and both ends thereof are welded and connected to a plate portion 13 of a reinforcing member 11b, which will be described later, arranged at joints between the pillar constituent member 2 and the beam constituent member 3, respectively. Has been done. In addition, brace 8a, 8
b may be provided on the steel frame panels 4 that are arranged alternately. Further, the steel frame panel 4 is produced in a factory in advance, and the plate portions 13 at both ends of the brace 8a, 8b are provided.
Welding is also performed in advance at the factory.
【0020】このような鉄骨パネル4は、上述したよう
に相互に隣接されて箱状に配置されていると共に、柱構
成部材2および梁構成部材3が隣接した他の鉄骨パネル
4の柱構成部材2および梁構成部材3と連結されてい
る。鉄骨構造1の同一面上に配置された鉄骨パネル4で
は、図4に示すように、柱構成部材2が左右に隣接した
他の鉄骨パネル4の柱構成部材2と、梁構成部材3が上
下に隣接した他の鉄骨パネル4の梁構成部材3とそれぞ
れ表面間に締結用プレート9を挟んで部材間の摩擦によ
り締結する高力ボルト10により締結されている。な
お、鉄骨構造1の2階部分と3階部分との階間では、3
階部分の一対の鉄骨パネル4がそれぞれ小梁7a,7b
上に配置されており、それら鉄骨パネル4の梁構成部材
3が小梁7a,7bから立設された不図示の連結プレー
トに締結されている。
The steel frame panels 4 as described above are arranged adjacent to each other in a box shape as described above, and the column structure members 2 and the beam structure members 3 are adjacent to each other. 2 and the beam component 3. In the steel frame panel 4 arranged on the same surface of the steel frame structure 1, as shown in FIG. 4, the column structure member 2 and the beam structure member 3 of the other steel frame panel 4 adjacent in the left and right are vertically arranged. Is fastened to the beam constituent member 3 of the other steel frame panel 4 adjacent to each other by the high-strength bolt 10 which is fastened by the friction between the members with the fastening plate 9 sandwiched between the surfaces thereof. In addition, between the second floor part and the third floor part of the steel structure 1,
The pair of steel-framed panels 4 on the floors are beam beams 7a and 7b, respectively.
The beam constituent members 3 of the steel panel 4 arranged above are fastened to a connecting plate (not shown) that is erected from the beam members 7a and 7b.
【0021】鉄骨パネル4の柱構成部材2と梁構成部材
3との接合部分、つまり柱構成部材2と梁構成部材3の
端部にあっては、鉄骨パネル4の内側に補強部材11a
および11bを配置して柱構成部材2同士および梁構成
部材3同士の締結が行われている。補強部材11aおよ
び11bは、図5に示すように、一側および他側で相互
に直交する板状の締結部12a,12bを形成され、締
結部12a,12bがそれぞれ柱構成部材2および梁構
成部材3に中空内部で沿っている。また、筋交い8a,
8bが設けられている鉄骨パネル4に用いられる補強部
材11bは、図6に示すように、柱構成部材2および梁
構成部材3の開口から鉄骨パネル4内に露出するプレー
ト部13が一体に形成されており、そのプレート部13
に上述したように筋交い8a,8bの端部が溶接されて
いる。
At the joint portion between the pillar constituent member 2 and the beam constituent member 3 of the steel frame panel 4, that is, at the ends of the pillar constituent member 2 and the beam constituent member 3, the reinforcing member 11a is provided inside the steel frame panel 4.
And 11b are arranged to fasten the pillar constituent members 2 to each other and the beam constituent members 3 to each other. As shown in FIG. 5, the reinforcing members 11a and 11b are formed with plate-shaped fastening portions 12a and 12b that are orthogonal to each other on one side and the other side, and the fastening portions 12a and 12b are the column constituent member 2 and the beam configuration, respectively. Along the member 3 inside the hollow. Also, brace 8a,
As shown in FIG. 6, the reinforcing member 11b used for the steel frame panel 4 provided with the 8b is integrally formed with the plate portion 13 exposed in the steel frame panel 4 through the openings of the column component member 2 and the beam component member 3. And the plate part 13
As described above, the ends of the braces 8a and 8b are welded.
【0022】そして、鉄骨構造1の可鍛となる1階部分
では、図4に示すように、柱構成部材2と梁構成部材3
との下側の接合部分で、左右に隣接した鉄骨パネル4の
柱構成部材2の表面間に、不図示の基礎に立設された基
礎プレート14aを挟んで補強部材11aおよび11b
の締結部12a間を締結されている。また、補強部材1
1aおよび11bの締結部12bは、高力ボルト10に
より梁構成部材3に締結されている。
Then, in the malleable first floor portion of the steel frame structure 1, as shown in FIG.
At the lower joint portion of the reinforcing members 11a and 11b, a base plate 14a that is erected on a foundation (not shown) is sandwiched between the surfaces of the column constituent members 2 of the steel frame panels 4 that are adjacent to each other on the left and right.
The fastening portions 12a are fastened. In addition, the reinforcing member 1
The fastening portions 12b of 1a and 11b are fastened to the beam component member 3 by high-strength bolts 10.
【0023】また、鉄骨構造1の階間では、締結用プレ
ート9を挟んで左右に隣接する鉄骨パネル4の柱構成部
材2同士および上下に隣接する鉄骨パネル4の梁構成部
材3同士が、補強部材11aおよび11bの締結部12
a,12b間をそれぞれ高力ボルト10により締結され
ている。
Further, between the floors of the steel frame structure 1, the pillar constituting members 2 of the steel frame panels 4 adjacent to each other across the fastening plate 9 and the beam constituting members 3 of the vertically adjacent steel frame panels 4 are reinforced with each other. Fastening portion 12 of members 11a and 11b
High-strength bolts 10 fasten between a and 12b.
【0024】さらに、鉄骨構造1の上端となる2階部分
および3階部分では、図示しないが、柱構成部材2と梁
構成部材3との上側の接合部分で、左右に隣接する鉄骨
パネル4の柱構成部材2同士が補強部材11aおよび1
1bの締結部12a間を高力ボルト10により締結さ
れ、補強部材11aおよび11bの締結部12bが高力
ボルト10により梁構成部材3に締結されている。
Further, although not shown in the upper and second floor portions which are the upper ends of the steel frame structure 1, the upper and lower joint portions of the column component member 2 and the beam component member 3 are adjacent to each other in the left and right adjacent steel frame panels 4. The pillar constituent members 2 are reinforced by the reinforcing members 11a and 1a.
High-strength bolts 10 are fastened between the fastening portions 12a of 1b, and fastening portions 12b of the reinforcing members 11a and 11b are fastened to the beam component member 3 by the high-strength bolts 10.
【0025】一方、鉄骨構造1の直交する面間、つまり
鉄骨構造1の四隅にあっては、隣接する鉄骨パネル4の
柱構成部材2の表面が略直交しており、それらの表面同
士が連結部材15a,15b,15cを介して連結され
ている。連結部材15a,15b,15cは、それぞれ
直交する一対の締結部16a,16b,16cを有して
おり、それらの締結部16a,16b,16cが柱構成
部材2の表面に沿わせて不図示の高力ボルト10により
締結されている。また、鉄骨構造1の1階部分では、隣
接する鉄骨パネル4の柱構成部材2の下側の表面に、不
図示の基礎に立設されて相互に直交するように一体に形
成された一対の基礎プレート14b,14cがそれぞれ
締結されている。
On the other hand, between the orthogonal planes of the steel frame structure 1, that is, at the four corners of the steel frame structure 1, the surfaces of the pillar constituting members 2 of the adjacent steel frame panels 4 are substantially orthogonal to each other, and these surfaces are connected to each other. They are connected via members 15a, 15b, 15c. The connecting members 15a, 15b, 15c have a pair of fastening portions 16a, 16b, 16c which are orthogonal to each other, and these fastening portions 16a, 16b, 16c are arranged along the surface of the pillar constituent member 2 and are not shown. Fastened with high-strength bolts 10. In addition, in the first floor portion of the steel frame structure 1, a pair of integrally formed on the lower surface of the pillar constituting member 2 of the adjacent steel frame panels 4 is erected on a foundation (not shown) and orthogonal to each other. The base plates 14b and 14c are fastened together.
【0026】以下、本実施形態の鉄骨構造1を構築する
手順の一具体例について説明する。鉄骨構造1を構築す
る際には、予め施工された不図示の基礎の所定位置に基
礎プレート14a〜14cを立設しておき、また、工場
において生産された複数の鉄骨パネル4を用意してお
く。
A specific example of the procedure for constructing the steel frame structure 1 of this embodiment will be described below. When constructing the steel structure 1, the foundation plates 14a to 14c are erected at predetermined positions on a foundation (not shown) that has been preliminarily constructed, and a plurality of steel panels 4 produced in the factory are prepared. deep.
【0027】そこで、まず鉄骨構造1の1階部分を構築
する。1階部分を構築するには、図1および図4〜図6
に示すように、一対の鉄骨パネル4を柱構成部材2の表
面間に締結用プレート9および基礎プレート14aを挟
み込ませて左右に隣接させると共に、それらの柱構成部
材2同士を高力ボルト10により締結する。このとき、
鉄骨パネル4の柱構成部材2と梁構成部材3との接合部
分では、内側に補強部材11aおよび11bを配置して
それらの補強部材11aおよび11bの締結部12a間
を高力ボルト10により締結する。このため、柱構成部
材2の端部間が締結される。このように鉄骨パネル4の
柱構成部材2同士を順次連結しながらそれらの鉄骨パネ
ル4を箱状に配置する。
Therefore, first, the first floor portion of the steel frame structure 1 is constructed. In order to build the first floor part, FIG. 1 and FIGS.
As shown in FIG. 3, the pair of steel frame panels 4 are laterally adjacent to each other by sandwiching the fastening plate 9 and the foundation plate 14a between the surfaces of the pillar constituent members 2, and the pillar constituent members 2 are connected to each other by the high-strength bolt 10. To conclude. At this time,
At the joint portion between the pillar component member 2 and the beam component member 3 of the steel frame panel 4, the reinforcing members 11a and 11b are arranged inside and the fastening portions 12a of the reinforcing members 11a and 11b are fastened with the high-strength bolt 10. . Therefore, the ends of the pillar-constituting member 2 are fastened. In this way, the steel frame panels 4 are arranged in a box shape while sequentially connecting the pillar-constituting members 2 of the steel frame panels 4.
【0028】なお、鉄骨構造1の四隅となる部分である
直交する面間では、各面の鉄骨パネル4の柱構成部材2
の下側の表面にそれぞれ基礎プレート14b,14cを
締結する。また、鉄骨構造1の紙面左側に配置されてい
る二隅である直交する面間では、隣接する鉄骨パネル4
の柱構成部材2の表面に連結部材15aの締結部16a
を締結し、その連結部材15aにより鉄骨パネル4の柱
構成部材2同士を連結する。
In addition, between the orthogonal surfaces which are the four corners of the steel structure 1, the pillar-constituting member 2 of the steel panel 4 on each surface is formed.
The base plates 14b and 14c are fastened to the lower surfaces of the base plates 14b and 14c, respectively. In addition, between the orthogonal planes which are the two corners arranged on the left side of the steel structure 1 in the drawing, the adjacent steel frame panels 4 are
On the surface of the pillar constituent member 2 of
Are fastened, and the pillar-constituting members 2 of the steel frame panel 4 are connected by the connecting member 15a.
【0029】この状態では、隣接した鉄骨パネル4の連
結された柱構成部材2によりそれぞれ一本の柱5が構成
されている。そして、鉄骨構造1の対向した面を形成し
ている鉄骨パネル4間に、複数の小梁7a,7bを設け
ると共に、所望の位置に天井面、床面、内壁や外壁など
を取り付けるための不図示のブラケットを取り付ける。
これにより鉄骨構造1の1階部分が構築される。
In this state, one pillar 5 is formed by each of the adjacent pillar-constituting members 2 of the steel frame panels 4. Then, a plurality of crossbeams 7a and 7b are provided between the steel frame panels 4 forming the opposite surfaces of the steel frame structure 1, and a ceiling surface, a floor surface, an inner wall or an outer wall, etc. are not mounted at desired positions. Attach the bracket shown.
As a result, the first floor portion of the steel frame structure 1 is constructed.
【0030】次に、1階部分の上に2階部分を構築して
いく。2階部分の構築は、1階部分の鉄骨パネル4上に
別の鉄骨パネル4を配置して上下に隣接させる。このと
き、鉄骨パネル4の梁構成部材3の表面間に締結用プレ
ート9を挟み込ませて、梁構成部材3同士を高力ボルト
10により締結する。また、鉄骨パネル4の柱構成部材
2と梁構成部材3との接合部分では、内側に補強部材1
1aおよび11bを配置してそれらの補強部材11aお
よび11bの締結部12b間を高力ボルト10により締
結する。このため、階間に配置される梁構成部材3の端
部間が締結される。
Next, the second floor is constructed on the first floor. In the construction of the second floor part, another steel frame panel 4 is arranged on the steel frame panel 4 of the first floor part so as to be vertically adjacent to each other. At this time, the fastening plate 9 is sandwiched between the surfaces of the beam constituent members 3 of the steel frame panel 4, and the beam constituent members 3 are fastened together by the high-strength bolts 10. In addition, at the joint portion between the pillar constituent member 2 and the beam constituent member 3 of the steel frame panel 4, the reinforcing member 1 is provided inside.
1a and 11b are arranged, and the fastening portions 12b of the reinforcing members 11a and 11b are fastened with the high-strength bolt 10. Therefore, the ends of the beam constituent members 3 arranged between the floors are fastened.
【0031】同様にして、先に1階部分の鉄骨パネル4
上に配置された鉄骨パネル4と相互に左右に隣接させて
別の鉄骨パネル4を配置し、梁構成部材3同士を連結す
る。そして、1階部分と同様に左右に隣接した鉄骨パネ
ル4の柱構成部材2の表面間に締結用プレート9を挟み
込ませてそれらの柱構成部材2同士を締結する。以下、
同様に鉄骨構造1の1階部分の上に複数の鉄骨パネル4
を箱状に配置する。
Similarly, first, the steel frame panel 4 on the first floor
Another steel frame panel 4 is arranged so as to be adjacent to the left and right of the steel frame panel 4 arranged above, and the beam constituent members 3 are connected to each other. Then, similarly to the first floor portion, the fastening plate 9 is sandwiched between the surfaces of the pillar constituent members 2 of the steel frame panels 4 adjacent to each other on the left and right, and the pillar constituent members 2 are fastened to each other. Less than,
Similarly, a plurality of steel panels 4 are provided on the first floor of the steel structure 1.
Are arranged in a box.
【0032】なお、鉄骨構造1の紙面左側に配置されて
いる二隅である直交する面間では、1階部分と同様に、
隣接する鉄骨パネル4の柱構成部材2同士を連結部材1
5aにより連結する。また、紙面向こう右側に配置され
ている直交する面間では、隣接する鉄骨パネル4の柱構
成部材2同士を1階部分から連続した連結部材15bを
介して高力ボルト10により締結し連結する。
Between the two orthogonal corner planes arranged on the left side of the paper of the steel structure 1, as in the first floor,
The connecting members 1 connect the pillar constituent members 2 of the adjacent steel frame panels 4 to each other.
Connect by 5a. Further, between the orthogonal planes arranged on the right side of the plane of the drawing, the pillar-constituting members 2 of the adjacent steel frame panels 4 are fastened and connected by the high-strength bolt 10 via the connecting member 15b continuous from the first floor portion.
【0033】この状態では、1階部分の柱5上に隣接し
た鉄骨パネル4の連結された柱構成部材2によりの柱5
が、1階部分と2階部分との階間に連結された梁構成部
材3により梁6がそれぞれ構成されている。また、上下
に隣接した柱5および左右に隣接した梁6は、それぞれ
梁構成部材3同士が補強部材11aおよび11bを介し
て高力ボルト10により締結された端部の締結部分、お
よび柱構成部材2が補強部材11aおよび11bを介し
て高力ボルト10により締結された端部の締結部分を介
して連続し一本化されている。
In this state, the pillar 5 is formed by the pillar-constituting member 2 of the steel panel 4 adjacent to the pillar 5 on the first floor.
However, the beams 6 are respectively configured by the beam constituent members 3 connected between the first floor portion and the second floor portion. Further, the vertically adjacent columns 5 and the horizontally adjacent beams 6 are the fastening portions at the ends where the beam constituent members 3 are fastened together by the high-strength bolts 10 via the reinforcing members 11a and 11b, and the pillar constituent members. 2 are continuous and unified via the fastening portion at the end portion fastened by the high-strength bolt 10 via the reinforcing members 11a and 11b.
【0034】その後、対向した面を形成している鉄骨パ
ネル4間に、複数の小梁7a,7bを設けると共に、所
望位置に天井面、床面、内壁や外壁などを取り付けるた
めの不図示のブラケットを取り付ける。これにより鉄骨
構造1の2階部分が構築される。
After that, a plurality of beam members 7a and 7b are provided between the steel frame panels 4 forming the facing surfaces, and a ceiling surface, a floor surface, an inner wall, an outer wall, etc., which are not shown, are attached at desired positions. Install the bracket. As a result, the second floor portion of the steel frame structure 1 is constructed.
【0035】次に、2階部分の上に3階部分を構築して
いく。3階部分の構築は、紙面手前右側の2階部分上
で、鉄骨パネル4を2階部分の鉄骨パネル4上および小
梁7a,7b上に配置してそれらが相互に略直交するよ
うに隣接させる。このとき、上下に隣接する鉄骨パネル
4の梁構成部材3の表面間に締結用プレート9を挟み込
ませて、梁構成部材3同士を高力ボルト10により締結
する。
Next, the third floor is constructed on the second floor. The construction of the third floor portion is performed by arranging the steel frame panel 4 on the second floor portion on the right side in the front of the drawing so that the steel frame panels 4 and the crossbeams 7a and 7b are arranged so that they are substantially orthogonal to each other. Let At this time, the fastening plate 9 is sandwiched between the surfaces of the beam constituent members 3 of the steel frame panels 4 which are vertically adjacent to each other, and the beam constituent members 3 are fastened together by the high-strength bolts 10.
【0036】また、鉄骨パネル4の柱構成部材2と梁構
成部材3との接合部分では、内側に補強部材11aおよ
び11bを配置して、その補強部材11aおよび11b
の締結部12bと2階部分を構成する鉄骨パネル4の補
強部材11aおよび11bの締結部12bとの間を高力
ボルト10により締結する。
In addition, reinforcing members 11a and 11b are arranged on the inner side of the joint portion between the pillar-constituting member 2 and the beam-constituting member 3 of the steel frame panel 4, and the reinforcing members 11a and 11b.
The high-strength bolt 10 is used to fasten between the fastening portion 12b and the fastening portion 12b of the reinforcing members 11a and 11b of the steel frame panel 4 forming the second floor portion.
【0037】なお、梁構成部材3と小梁7a,7bとの
間では、小梁7a,7bから立設された不図示の連結プ
レートに梁構成部材3を締結する。
Between the beam forming member 3 and the small beams 7a and 7b, the beam forming member 3 is fastened to a connecting plate (not shown) which is erected from the small beams 7a and 7b.
【0038】そして、隣接した鉄骨パネル4の柱構成部
材2同士を連結する。紙面手前右側の鉄骨パネル4の柱
構成部材2同士は、1階部分から連続した連結部材15
cを介して高力ボルト10により締結し連結する。ま
た、それ以外の鉄骨パネル4の柱構成部材2同士は、図
示しないが柱構成部材2同士を不図示の連結部材を介し
て高力ボルト10により締結し連結する。その後、所望
位置に天井面、床面、内壁や外壁などを取り付けるため
の不図示のブラケットを取り付ける。
Then, the pillar constituent members 2 of the adjacent steel frame panels 4 are connected to each other. The pillar constituent members 2 of the steel panel 4 on the right side in the front of the drawing are connected to each other by a connecting member 15 continuous from the first floor portion.
Fastened by high-strength bolt 10 via c and connected. Further, the other pillar constituent members 2 of the steel frame panel 4 are connected to each other by fastening the pillar constituent members 2 with a high-strength bolt 10 via a connecting member (not shown). After that, a bracket (not shown) for attaching the ceiling surface, the floor surface, the inner wall, the outer wall, and the like is attached at a desired position.
【0039】これにより、鉄骨構造1は、3階部分が構
築され、全体としての構築が完了する。そして、鉄骨構
造1は、所望位置に取り付けられた不図示のブラケット
を介して天井面、床面、内壁や外壁などを取り付けられ
ることにより、建物が構築されることとなる。
As a result, the steel structure 1 is constructed on the third floor, and the construction as a whole is completed. Then, the steel frame structure 1 is attached with a ceiling surface, a floor surface, an inner wall, an outer wall, and the like via a bracket (not shown) attached at a desired position, whereby a building is constructed.
【0040】本実施形態の鉄骨構造1では、予め工場で
生産された複数の鉄骨パネル4を、相互に隣接させなが
らそれらの柱構成部材2および梁構成部材3を高力ボル
ト10により連結して箱状に配置され、連結された柱構
成部材2および梁構成部材3により柱5および梁6が構
成されて構築される。
In the steel frame structure 1 of the present embodiment, a plurality of steel frame panels 4 produced in a factory in advance are connected to each other with their pillar constituent members 2 and beam constituent members 3 connected by high-strength bolts 10. A column 5 and a beam 6 are constructed by the column component member 2 and the beam component member 3 which are arranged and connected in a box shape and are constructed.
【0041】すなわち、鉄骨構造1では、隣接した鉄骨
パネル4の柱構成部材2同士および梁構成部材3同士を
組み合わせて柱5および梁6が構成されており、単一で
は強度の低い軽量形鋼からなる柱構成部材2および梁構
成部材3を用いても、柱5および梁6の強度を確保する
ことができる。
That is, in the steel structure 1, the pillars 5 and the beams 6 are formed by combining the pillar constituent members 2 of the adjacent steel frame panels 4 and the beam constituent members 3 of the adjacent steel frame panels 4, and a single lightweight structural steel having low strength. The strengths of the pillars 5 and the beams 6 can be ensured by using the pillar constituent members 2 and the beam constituent members 3 made of.
【0042】また、鉄骨構造1では、予め工場で生産さ
れた複数の鉄骨パネル4を、相互に隣接させながら柱構
成部材2および梁構成部材3を高力ボルト10により連
結して箱状に配置されて構築されるため、現場での構築
作業のほとんどを高力ボルト10による締結作業とする
ことができる。したがって、鉄骨構造1では、柱構成部
材2および梁構成部材3に軽量形鋼を用いても構築作業
性を向上することができ、構築作業を容易に、かつ迅速
に行うことができる。これにより工期を短縮して建物に
かかるコストを低減することもできる。
Further, in the steel structure 1, a plurality of steel panels 4 produced in the factory in advance are connected to each other while the pillar constituent members 2 and the beam constituent members 3 are connected by the high-strength bolts 10 and arranged in a box shape. Since it is constructed and constructed, most of the construction work on site can be performed by the fastening work with the high-strength bolt 10. Therefore, in the steel frame structure 1, the construction workability can be improved even if the lightweight structural steel is used for the column component member 2 and the beam component member 3, and the construction work can be performed easily and quickly. As a result, the construction period can be shortened and the cost for the building can be reduced.
【0043】また、鉄骨構造1では、鉄骨パネル4が柱
構成部材2と梁構成部材3とを接合させて形成されてい
ることにより、その鉄骨パネル4が全体として重量増と
なりやすいが、柱構成部材2および梁構成部材3に軽量
形鋼を用いても構築作業性を向上することができるた
め、従来のように大型で肉厚に形成された重量形鋼から
なる柱および梁を用いた場合に比較して、鉄骨パネル4
の大きさを小型に設定して重量を低減図ることができ、
かかる不具合を防止することができる。
Further, in the steel structure 1, since the steel frame panel 4 is formed by joining the column component member 2 and the beam component member 3, the weight of the steel frame panel 4 as a whole tends to increase. Since the construction workability can be improved even if the lightweight steel is used for the member 2 and the beam constituent member 3, when the column and the beam made of the heavy and heavy-weight steel formed in the conventional thick wall are used. Steel panel 4 compared to
Can be set to a small size to reduce weight,
This problem can be prevented.
【0044】これにより、鉄骨構造1では、大型の重機
を用いることなく鉄骨パネル4の搬入などの作業を行う
ことができ、例えば、大型の重機が進入できない幅の狭
い路地などでの構築作業でも確実に行うことができる。
Thus, in the steel frame structure 1, it is possible to carry in work such as carrying in the steel frame panel 4 without using a large heavy machine. For example, even in a construction work in a narrow alley where a large heavy machine cannot enter. It can be done reliably.
【0045】また、一般に梁の自重が自身の曲げに与え
る影響が大きいが、本実施形態の鉄骨構造1では、梁6
を構成する梁構成部材3に軽量形鋼が用いられているた
め、その梁6の曲げに対する十分な強度を確保すること
ができる。
Generally, the weight of the beam has a great influence on the bending of the beam itself, but in the steel frame structure 1 of this embodiment, the beam 6 is used.
Since the light-gauge shaped steel is used for the beam component member 3 constituting the above, sufficient strength against bending of the beam 6 can be secured.
【0046】また、鉄骨構造1では、鉄骨パネル4が柱
構成部材2と梁構成部材3とを一体に接合して形成され
ているため、それらの柱構成部材2同士および梁構成部
材3同士を連結して形成された柱5および梁6が直接接
合された状態となっている。したがって、鉄骨構造1で
は、従来の柱と梁とを接合するための梁接合部に相当す
る部分を省略し、鉄骨パネル4を柱構成部材2と梁構成
部材3とを一体に接合するだけで形成することができ、
その鉄骨パネル4の生産性を向上することができる。
Further, in the steel frame structure 1, since the steel frame panel 4 is formed by integrally joining the pillar constituent members 2 and the beam constituent members 3, the pillar constituent members 2 and the beam constituent members 3 are connected to each other. The pillar 5 and the beam 6 formed by being connected are directly joined. Therefore, in the steel frame structure 1, by omitting a portion corresponding to a beam joint portion for joining a conventional column and a beam, the steel frame panel 4 is simply joined together with the column component member 2 and the beam component member 3. Can be formed,
The productivity of the steel frame panel 4 can be improved.
【0047】また、鉄骨構造1では、柱構成部材2の連
結により形成されて上下に配置された柱5が、柱構成部
材2と梁構成部材3との接合部分において、梁構成部材
3が補強部材11a,11bを用いて高力ボルト10に
より締結された端部を介して連続し一本化されている。
さらに、梁構成部材3の連結により形成されて左右に配
置された梁6は、柱構成部材2と梁構成部材3との接合
部分において、柱構成部材2が補強部材11a,11b
を用いて高力ボルト10により締結された端部を介して
連続し一本化されている。この結果、鉄骨構造1では、
全体としての強度を確実に確保することができる。
In the steel structure 1, the pillars 5 formed by connecting the pillar constituent members 2 and arranged vertically are reinforced by the beam constituent members 3 at the joints between the pillar constituent members 2 and the beam constituent members 3. The members 11a and 11b are continuous and unified via the ends fastened by the high-strength bolt 10.
Further, in the beam 6 formed by the connection of the beam constituent members 3 and arranged on the left and right, the pillar constituent member 2 has the reinforcing members 11 a and 11 b at the joint portion between the pillar constituent member 2 and the beam constituent member 3.
Is continuous and unified through the end portion fastened by the high-strength bolt 10. As a result, in the steel structure 1,
The strength as a whole can be reliably ensured.
【0048】さらに、鉄骨構造1では、補強部材11a
および11bが鉄骨パネル4の柱構成部材2と梁構成部
材3との接合部分の内側に配置されて柱構成部材2およ
び梁構成部材3にそれぞれ一側および他側の締結部12
a,12bが沿っており、それらの締結部12a,12
b間が高力ボルト10により締結されている。したがっ
て、鉄骨構造1では、補強部材11aおよび11bが各
鉄骨パネル4から突出する部分がなく、外壁などを直接
取り付けることができる。
Further, in the steel structure 1, the reinforcing member 11a
And 11b are arranged inside the joint portion between the pillar constituent member 2 and the beam constituent member 3 of the steel frame panel 4, and the fastening portions 12 on one side and the other side of the pillar constituent member 2 and the beam constituent member 3, respectively.
a, 12b are along the fastening portions 12a, 12
A high-strength bolt 10 fastens between b. Therefore, in the steel frame structure 1, there is no portion where the reinforcing members 11a and 11b protrude from each steel frame panel 4, and the outer wall or the like can be directly attached.
【0049】以上、本発明にかかる鉄骨構造の一実施形
態について説明したが、本発明はこれに限定されるもの
ではなく、構成の要素に付随する各種の変更が可能であ
る。例えば、本実施形態の鉄骨構造1では、3階建ての
建物に用いられる場合であったが、それよりも高い4階
建てや5階建てなどい用いてもよく、また2階建てであ
ってもよい。
Although one embodiment of the steel structure according to the present invention has been described above, the present invention is not limited to this, and various modifications associated with the constituent elements can be made. For example, although the steel structure 1 of the present embodiment is used for a three-story building, it may be used for a higher four-story building, a five-story building, or a two-story building. Good.
【0050】また、鉄骨パネル4は、柱構成部材2に対
して梁構成部材3が短い矩形枠状に形成されていたが、
柱構成部材2と梁構成部材3とを略同一長さとした正方
形枠上に形成してもよい。また、柱構成部材2に対して
梁構成部材3が長い矩形枠状に形成してもよい。
Further, in the steel frame panel 4, the beam constituent member 3 is formed in a rectangular frame shape which is shorter than the pillar constituent member 2.
The pillar constituent member 2 and the beam constituent member 3 may be formed on a square frame having substantially the same length. Further, the beam constituent member 3 may be formed in a rectangular frame shape that is longer than the pillar constituent member 2.
【0051】[0051]
【発明の効果】以上説明したように請求項1記載の発明
によれば、複数の鉄骨パネルを、相互に箱状に隣接させ
ながら、柱構成部材および梁構成部材を連結して柱およ
び梁を構成し構築される。このため、単一では強度の低
い軽量形鋼を柱構成部材および梁構成部材に用いても、
柱および梁の強度を確保することができる効果がある。
As described above, according to the first aspect of the present invention, a plurality of steel frame panels are arranged adjacent to each other in a box shape while connecting the pillar-constituting member and the beam-constituting member to form the pillar and the beam. Configured and built. Therefore, even if a single lightweight structural steel with low strength is used for the column and beam components,
This has the effect of ensuring the strength of the columns and beams.
【0052】また、現場での構築作業のほとんどを柱構
成部材同士および梁構成部材同士の連結作業とすること
ができ、柱構成部材および梁構成部材に軽量形鋼を用い
ても構築作業性を向上し、構築作業を容易に行うことが
できる。
Further, most of the construction work at the site can be performed by connecting the pillar constituent members to each other and the beam constituent members to each other, and the construction workability can be improved even if the lightweight structural steel is used for the pillar constituent members and the beam constituent members. It can be improved and the construction work can be easily performed.
【0053】さらに、鉄骨パネルが柱構成部材と梁構成
部材とを一体に接合して形成されているため、それらの
柱構成部材同士および梁構成部材同士を連結して形成さ
れた柱および梁が直接接合された状態となっている。し
たがって、鉄骨パネルを柱構成部材と梁構成部材とを一
体に接合するだけで形成することができ、その鉄骨パネ
ルの生産性を向上することができる。
Further, since the steel frame panel is formed by integrally joining the pillar constituent member and the beam constituent member, the pillar and the beam formed by connecting the pillar constituent members and the beam constituent members are connected to each other. It is in a directly joined state. Therefore, the steel frame panel can be formed only by integrally joining the column component member and the beam component member, and the productivity of the steel frame panel can be improved.
【0054】請求項2記載の発明によれば、柱構成部材
の連結により形成されて隣接配置された柱が、柱構成部
材と梁構成部材との接合部分において、梁構成部材が補
強部材を用いて締結具により締結された端部を介して連
続し一本化されている。さらに、梁構成部材の連結によ
り形成されて隣接配置された梁は、柱構成部材と梁構成
部材との接合部分において、柱構成部材が補強部材を用
いて締結具により締結された端部を介して連続し一本化
されている。この結果、全体としての強度を確実に確保
することができる効果がある。
According to the second aspect of the present invention, the pillars formed by connecting the pillar constituent members and arranged adjacent to each other are such that the beam constituent member uses a reinforcing member at the joint portion between the pillar constituent member and the beam constituent member. Are continuous and integrated through the ends fastened by a fastener. Further, the beams which are formed by connecting the beam constituent members and are arranged adjacent to each other are such that at the joint portion between the pillar constituent members and the beam constituent members, the pillar constituent members are connected via the end portions fastened by the fastener using the reinforcing member. It is continuous and unified. As a result, there is an effect that the strength as a whole can be reliably ensured.
【0055】さらに、補強部材が鉄骨パネルの柱構成部
材と梁構成部材との接合部分の内側に配置されて柱構成
部材および梁構成部材にそれぞれ一側および他側の締結
部が沿っており、それらの締結部間が締結具により締結
されている。したがって、補強部材が各鉄骨パネルから
突出する部分がなく、それらの鉄骨パネルに外壁などを
直接取り付けることができる。
Further, the reinforcing member is arranged inside the joining portion of the column constituent member and the beam constituent member of the steel frame panel, and the fastening portions on one side and the other side are along the column constituent member and the beam constituent member, respectively. The fastening parts are fastened between the fastening parts. Therefore, there is no portion where the reinforcing member projects from each steel frame panel, and the outer wall or the like can be directly attached to those steel frame panels.
【図面の簡単な説明】[Brief description of drawings]
【図1】図1は本発明にかかる一実施形態の鉄骨構造の
概略構成を示す斜視図である。
FIG. 1 is a perspective view showing a schematic configuration of a steel frame structure according to an embodiment of the present invention.
【図2】図2は図1に示す鉄骨構造に用いられている鉄
骨パネルを示す正面図である。
2 is a front view showing a steel frame panel used in the steel frame structure shown in FIG. 1. FIG.
【図3】図3は図1に示す鉄骨構造に用いられている筋
交いを有した鉄骨パネルを示す正面図である。
3 is a front view showing a steel frame panel having braces used in the steel frame structure shown in FIG. 1. FIG.
【図4】図4は図1に示す同一面上の鉄骨パネルに設け
られている柱構成部材同士および梁構成部材同士を連結
した状態の概略構成図である。
FIG. 4 is a schematic configuration diagram showing a state in which pillar constituent members and beam constituent members provided in the steel frame panel on the same plane shown in FIG. 1 are connected to each other.
【図5】図5は図2に示す鉄骨パネルの柱構成部材と梁
構成部材との接合部分に配置されている補強部材を示す
斜視図である。
FIG. 5 is a perspective view showing a reinforcing member arranged at a joint portion between a pillar constituent member and a beam constituent member of the steel frame panel shown in FIG. 2.
【図6】図6は図3に示す鉄骨パネルの柱構成部材と梁
構成部材との接合部分に配置されている補強部材を示す
斜視図である。
6 is a perspective view showing a reinforcing member arranged at a joint portion between a pillar constituent member and a beam constituent member of the steel frame panel shown in FIG. 3;
【図7】図7は従来の鉄骨構造を示す概略構成斜視図で
ある。
FIG. 7 is a schematic configuration perspective view showing a conventional steel frame structure.
【図8】図8は図7に示す従来の鉄骨構造に用いられて
いる梁接合部を示す斜視図である。
FIG. 8 is a perspective view showing a beam joint used in the conventional steel frame structure shown in FIG. 7.
【符号の説明】[Explanation of symbols]
1 鉄骨構造 2 柱構成部材 3 梁構成部材 4 鉄骨パネル 5 柱 6 梁 10 高力ボルト 11a,11b 補強部材 1 Steel structure 2 pillar components 3 Beam components 4 steel panel 5 pillars 6 beams 10 high strength bolts 11a, 11b Reinforcing member

Claims (2)

    【特許請求の範囲】[Claims]
  1. 【請求項1】 柱構成部材と梁構成部材とを一体に接合
    された枠状の複数の鉄骨パネルが相互に隣接されて箱状
    に配置されていると共に、隣接した前記鉄骨パネルの前
    記柱構成部材同士および前記梁構成部材同士が連結され
    ることにより柱および梁が構成されて構築されているこ
    とを特徴とする鉄骨構造。
    1. A plurality of frame-shaped steel frames in which a pillar constituent member and a beam constituent member are integrally joined are arranged adjacent to each other in a box shape, and the pillar constituents of the adjacent steel frame panels are arranged. A steel frame structure comprising pillars and beams constructed by connecting members and the beam constituent members together.
  2. 【請求項2】 請求項1記載の鉄骨構造であって、 前記鉄骨パネルの前記柱構成部材と前記梁構成部材との
    接合部分の内側に、一側および他側の締結部がそれぞれ
    前記柱構成部材および前記梁構成部材に沿った補強部材
    を配置され、隣接した前記鉄骨パネルの前記補強部材間
    を締結具により締結されることで前記柱構成部材の端部
    同士および前記梁構成部材の端部同士が連結されている
    ことを特徴とする鉄骨構造。
    2. The steel frame structure according to claim 1, wherein one side and the other side fastening portions are respectively inside the joint portion of the column structure member and the beam structure member of the steel frame panel. Members and reinforcing members along the beam constituent members are arranged, and end portions of the pillar constituent members and end portions of the beam constituent members are fastened by fastening the reinforcing members of the adjacent steel frame panels with a fastener. A steel structure characterized by being connected to each other.
JP2002132994A 2002-05-08 2002-05-08 Steel structure Pending JP2003328432A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002132994A JP2003328432A (en) 2002-05-08 2002-05-08 Steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002132994A JP2003328432A (en) 2002-05-08 2002-05-08 Steel structure

Publications (1)

Publication Number Publication Date
JP2003328432A true JP2003328432A (en) 2003-11-19

Family

ID=29696241

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002132994A Pending JP2003328432A (en) 2002-05-08 2002-05-08 Steel structure

Country Status (1)

Country Link
JP (1) JP2003328432A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299705A (en) * 2005-04-22 2006-11-02 Sus Corp Structure
CN103410223A (en) * 2013-07-31 2013-11-27 浙江宝业住宅产业化有限公司 Light-steel industrialized residential structure system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299705A (en) * 2005-04-22 2006-11-02 Sus Corp Structure
CN103410223A (en) * 2013-07-31 2013-11-27 浙江宝业住宅产业化有限公司 Light-steel industrialized residential structure system
CN103410223B (en) * 2013-07-31 2015-09-02 浙江宝业住宅产业化有限公司 A kind of light steel industrialized house structural system

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