JP2980199B2 - Building structure - Google Patents

Building structure

Info

Publication number
JP2980199B2
JP2980199B2 JP8291094A JP29109496A JP2980199B2 JP 2980199 B2 JP2980199 B2 JP 2980199B2 JP 8291094 A JP8291094 A JP 8291094A JP 29109496 A JP29109496 A JP 29109496A JP 2980199 B2 JP2980199 B2 JP 2980199B2
Authority
JP
Japan
Prior art keywords
steel
frame
building structure
floor
building
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP8291094A
Other languages
Japanese (ja)
Other versions
JPH10115007A (en
Inventor
利幸 林
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.)
UAISU PURANNINGU ITSUKYU KENCHIKUSHI SETSUKEI JIMUSHO KK
Original Assignee
UAISU PURANNINGU ITSUKYU KENCHIKUSHI SETSUKEI JIMUSHO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by UAISU PURANNINGU ITSUKYU KENCHIKUSHI SETSUKEI JIMUSHO KK filed Critical UAISU PURANNINGU ITSUKYU KENCHIKUSHI SETSUKEI JIMUSHO KK
Priority to JP8291094A priority Critical patent/JP2980199B2/en
Publication of JPH10115007A publication Critical patent/JPH10115007A/en
Application granted granted Critical
Publication of JP2980199B2 publication Critical patent/JP2980199B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、建築物構造に関
し、特に、鉄骨構造の建築物の構造躯体の鉄骨柱・梁と
で構成するフレームの内周面(隣り合う鉄骨柱の内側
面、両柱を連結する上部鉄骨梁の下端面及び下部鉄骨柱
の天端面)に板材(2″×6″材等)を取り付た建築物
構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building structure and, more particularly, to an inner peripheral surface (an inner surface of an adjacent steel column, The present invention relates to a building structure in which a plate material (2 ″ × 6 ″ material or the like) is attached to a lower end surface of an upper steel beam connecting columns and a top end surface of a lower steel column.

【0002】[0002]

【従来の技術】従来の鉄骨ラーメン構造の建築物のフレ
ームに胴縁、壁、サッシュ等を取付けるために、多数の
金物をフレームに溶接等により固定してこの金物に胴
縁、壁、サッシュ等を取り付けている。こういった従来
の鉄骨構造においては取付金物を多数使用し繁雑な作業
を必要とする。また、鉄骨構造用のサッシュ等は価格も
高く、また、高断熱化、高気密化が要求される住宅に用
いられる比較的安価な木造住宅用のペアガラス断熱サッ
シュを鉄骨構造に用いることは困難である。また、一般
的に、鉄骨構造は、剛性が低いため、水平力を受けたと
きの構造躯体の変形量が大きく、外壁仕上げを湿式タイ
ル貼りにすると構造躯体の変形によりタイルが剥離する
という問題が生じている。
2. Description of the Related Art In order to attach a rim, a wall, a sash, etc. to a frame of a conventional building with a steel frame structure, a large number of metal members are fixed to the frame by welding or the like, and the rim, a wall, a sash, etc. are attached to the metal member. Is installed. In such a conventional steel frame structure, a lot of mounting hardware is used and complicated work is required. Also, sashes for steel structures are expensive, and it is difficult to use relatively inexpensive double-glazed glass sashes for wooden houses used for houses that require high insulation and high airtightness for steel structures. It is. In general, the rigidity of a steel frame structure is low, so the amount of deformation of the structural frame when subjected to horizontal force is large, and when the exterior wall finish is applied with wet tiles, the tile is peeled off due to deformation of the structural frame. Has occurred.

【0003】[0003]

【発明の概要】本発明の主目的は、従来の鉄骨構造建築
物に必要とされる取付け金具を極力減らし、木造建築物
に使用される胴縁、壁(構造用合板、多種ボート、壁仕
上げ材等)、サッシュ等を利用でき、かつ、容易に取り
付けられる鉄骨構造建築物構造を提供することにある。
SUMMARY OF THE INVENTION The main object of the present invention is to reduce the number of mounting brackets required for a conventional steel structure building as much as possible, and to use a rim, a wall (structural plywood, a variety of boats, wall finishing) used for a wooden building. It is an object of the present invention to provide a steel-frame building structure which can utilize sash and the like and can be easily attached.

【0004】本発明の第2の目的は、上記主目的を達成
しながら、その他の構造要素を加えることなく鉄骨構造
建築物の剛性を高める建築物構造を提供することにあ
る。
A second object of the present invention is to provide a building structure which increases the rigidity of a steel structure building without adding other structural elements while achieving the above main object.

【0005】上記目的を達成するため、本発明の鉄骨構
造建築物の構造は、1形態において、建築物外周に配列
され前記外周上で隣り合う鉄骨柱の内側面に2″×6″
又は2″×8″の縦板材を抱かせ、前記鉄骨柱の上部間
に架け渡した鉄骨梁の下面に2″×6″又は2″×8″
の上横板材を抱かせ、前記鉄骨柱の下部間に架け渡した
鉄骨梁の上面又は前記鉄骨柱間の基礎若しくは床の上面
に2″×6″又は2″×8″の下横板材を抱かせた建築
物構造とした。
[0005] In order to achieve the above object, in one embodiment, the structure of a steel structure building according to the present invention has 2 "x 6" arranged on the inner surface of a steel column which is arranged on the outer periphery of the building and which is adjacent on the outer periphery.
Alternatively, a 2 ″ × 8 ″ vertical plate is embraced, and 2 ″ × 6 ″ or 2 ″ × 8 ″ is placed on the lower surface of the steel beam spanned between the upper portions of the steel columns.
2 ”× 6” or 2 ″ × 8 ″ on the upper surface of the steel beam spanned between the lower portions of the steel columns or the upper surface of the foundation or floor between the steel columns. The building was embraced.

【0006】上記建築物構造において、縦板材と上下横
板材とを4方枠に組んで、この4方枠を鉄骨梁に固定す
ることができ、また、必要に応じて、この4方枠にスタ
ッド及び/又は構造用合板を取付けツー・バイ・フォー
工法のような壁構造を形成することができる。
[0006] In the above-mentioned building structure, the vertical plate member and the upper and lower horizontal plate members can be assembled in a four-sided frame, and the four-sided frame can be fixed to a steel beam. Studs and / or structural plywood can be attached to form a wall structure such as a two-by-four construction method.

【0007】上記建築物構造において、上下横板材の幅
をこれらの横板材を抱かせた鉄骨梁の幅よりも大きくし
て上下横板材の幅方向の外端を鉄骨梁の外端より突出さ
せ、この上下横板材外端に適当な間隔で切欠きを設け建
築物外壁の壁内通気を与えることができる。
In the above building structure, the width of the upper and lower horizontal plate members is made larger than the width of the steel beam holding these horizontal plate members, and the outer ends in the width direction of the upper and lower horizontal plate members project from the outer ends of the steel frame beams. Notches are provided at appropriate intervals at the outer ends of the upper and lower horizontal plate members to provide ventilation in the outer wall of the building.

【0008】本発明は、別の形態として、鉄骨柱と鉄骨
梁とを含む鉄骨構造建築物において、隣り合う鉄骨柱
と、前記鉄骨柱を連結する上部鉄骨梁と、前記鉄骨柱を
連結する下部鉄骨梁又は前記鉄骨柱の柱脚を連結する基
礎若しくは床とで構成するフレームの内周面に2″×
6″又は2″×8″の板材で構成した4方枠を抱かせ、
前記板材4方枠を前記フレームに固定した建築物構造と
した。この建築物構造において、板材4方枠と同材料同
寸法のスタッドを必要に応じて適当な間隔で前記板材4
方枠に取付け、前記板材4方枠と前記スタッドの側面に
必要に応じて壁材を張り付けることができる。
According to another aspect of the present invention, there is provided a steel structure including a steel column and a steel beam, an adjacent steel column, an upper steel beam connecting the steel columns, and a lower portion connecting the steel columns. 2 ″ × on the inner peripheral surface of the frame composed of the steel beam or the foundation or floor connecting the column base of the steel column
Hold a 4-way frame made of 6 "or 2" x 8 "plate material,
The board structure was a building structure in which the four-sided frame was fixed to the frame. In this building structure, studs having the same material and the same size as the four-frame plate are provided at appropriate intervals as necessary.
A wall member can be attached to the side frame of the plate material four side frame and the stud if necessary.

【0009】本発明のその他の目的、構成、作用及び効
果は、添付図面を参照して説明する以下の発明の実施の
形態から当業者にとって容易に理解される。
Other objects, configurations, functions and effects of the present invention will be easily understood by those skilled in the art from the following embodiments of the invention described with reference to the accompanying drawings.

【0010】[0010]

【発明の実施の形態】図1に3階建の住宅用建築物の鉄
骨構造体20を示す。この構造体20は、図及び説明を
簡単にするために、平面上の両方向に1スパンとしてあ
り、建築物の外周に配列された4つの鉄骨柱1、2、
3、4を有する。これらの柱は、例えば、両方向の幅が
共に100mmのH鋼であり、1階から3階まで連続して延
伸する通し柱として構成している。鉄骨柱1、2、3、
4の柱脚は、例えば、アンカーボルト等(図示省略)を
用いて、公知の方法により基礎又は床上面10に固定さ
れている。これらの柱のうちの隣り合う柱(1と2、2
と3、3と4、4と1)は、図1に示すように中間部
(2階床部分)で公知手段、例えば、ガセットプレート
及び連結ボルトを用いてそれぞれ2階床鉄骨梁5、6、
7、8によって連結されている。図では省略されている
が、これらの柱は、同様に、さらに上の中間部(3階床
部分)において4つの3階床鉄骨梁で連結され、また、
柱上端部において4つの3階天井鉄骨梁によって連結さ
れている。3階床梁の1つは図6において参照番号9に
よって示される。2、3階床鉄骨梁及び3階天井鉄骨梁
は、例えば、H−198 ×99× 4.5× 7、又はH−250 ×
125 ×6 ×9とすることができる。
FIG. 1 shows a steel structure 20 of a three-story residential building. This structure 20 has one span in both directions on a plane for simplicity of illustration and description, and has four steel columns 1, 2,.
3 and 4. These columns are, for example, H steel having a width of 100 mm in both directions, and are configured as continuous columns extending continuously from the first floor to the third floor. Steel columns 1, 2, 3,
The column base 4 is fixed to the foundation or the floor top surface 10 by a known method using, for example, anchor bolts or the like (not shown). Neighboring columns (1 and 2, 2
And 3, 3, 4, 4, and 1) are connected to the second-floor steel beams 5, 6 at the intermediate portion (the second-floor portion) using known means, for example, gusset plates and connecting bolts, as shown in FIG. ,
7, 8 are connected. Although not shown in the figure, these pillars are similarly connected by four third-floor steel beams at the upper intermediate portion (the third-floor portion).
At the top of the column, they are connected by four 3rd-floor ceiling steel beams. One of the third floor beams is designated by reference numeral 9 in FIG. The second and third floor steel beams and the third floor ceiling steel beams are, for example, H-198 × 99 × 4.5 × 7 or H-250 ×.
125 × 6 × 9.

【0011】図1乃至4に言及し、隣り合う柱の間にお
いて、敷土台としての2″×6″(38× 140)の下横板
材21、21が基礎又は床の上面10に敷設される(図
1及び図4参照)。図1では、図面を簡略化するため
に、隣り合う柱1、2間と、1、3間にのみ敷土台を図
示し、2、3間と3、4間は省略する。各板材21は、
基礎又は床に埋めこまれた複数の堅結材(例えば、取付
けボルト)31によって基礎(床)上面10に固定され
る。2階床鉄骨梁5、6、7、8の各梁(図4に代表的
に梁8を示す)の下面に複数の堅結材(例えば、取付け
ボルト)32を溶接して取付けてあり、これらのボルト
32によって2″×6″の上横板材22を梁下面に抱か
せて固定してある。同様に、各梁5、6、7、8の上面
に複数の堅結材(例えば、取付けボルト)33を溶接し
て取付け、これらのボルト33によって2″×6″の下
横板材21を梁上面に抱かせて固定してある。図1、図
2及び図3から理解されるように、鉄骨柱1の左内側面
11に2″×6″の縦板材14を抱かせ、この縦板材1
4の上端部及び下端部を釘を斜め打ちにしてそれぞれ上
横板材22(梁下に取り付けた板材)及び下横板材21
(基礎上面に取り付けた板材)に固定している。これに
より、2つの上下横板材22、21と、2つの縦板材1
4、16とにより4方枠が形成される。また、鉄骨柱
1、4と鉄骨梁8及び基礎又は床により4方フレームが
1平面内に構成され、このフレームの内周面に前記4方
枠が固定されることになる。
Referring to FIGS. 1 to 4, between adjacent columns, 2 ".times.6" (38.times.140) lower crosspieces 21, 21 are laid on the upper surface 10 of the foundation or floor as a foundation. (See FIGS. 1 and 4). In FIG. 1, for simplification of the drawing, only the base between the adjacent columns 1 and 2 and between the columns 1 and 3 are shown, and the portions between the columns 2 and 3 and between the columns 3 and 4 are omitted. Each plate 21
It is fixed to the foundation (floor) upper surface 10 by a plurality of fastening materials (for example, mounting bolts) 31 embedded in the foundation or floor. A plurality of stiffeners (e.g., mounting bolts) 32 are welded to the lower surface of each of the second floor steel beams 5, 6, 7, 8 (the beam 8 is typically shown in FIG. 4), By these bolts 32, the 2 ″ × 6 ″ upper horizontal plate 22 is held and fixed to the lower surface of the beam. Similarly, a plurality of fastening members (for example, mounting bolts) 33 are attached to the upper surfaces of the beams 5, 6, 7, and 8 by welding, and the 2 "× 6" lower horizontal plate 21 is beam-mounted by these bolts 33. It is hung on the top and fixed. As can be understood from FIGS. 1, 2 and 3, a 2 ″ × 6 ″ vertical plate 14 is hung on the left inner side surface 11 of the steel column 1, and the vertical plate 1
The upper horizontal plate 22 (the plate mounted below the beam) and the lower horizontal plate 21 are formed by obliquely nailing the upper end and lower end of 4 respectively.
(Plate attached to the top surface of the foundation). Thereby, two upper and lower horizontal plate members 22 and 21 and two vertical plate members 1
4 and 16 form a four-sided frame. A four-sided frame is formed in one plane by the steel columns 1, 4 and the steel beam 8 and the foundation or floor, and the four-sided frame is fixed to the inner peripheral surface of the frame.

【0012】適当な間隔(例えば、450mm ピッチ)で複
数の2″×6″の木製スタッド19をこれらの上下端に
おいて釘を斜め打ちにして上下横板材22、21に固定
することにより前記4方枠に固定することができる。
[0012] A plurality of 2 "x 6" wooden studs 19 are fixed to the upper and lower horizontal plate members 22 and 21 at appropriate intervals (for example, 450mm pitch) by obliquely hitting nails at the upper and lower ends of the wooden studs. Can be fixed to the frame.

【0013】鉄骨柱1の内側面12に縦板材14と同材
かつ同サイズの縦板材15(図2)をその上下端におい
て釘を斜め打ちにして上下横板材22、21に固定する
ことにより柱1の内側面12に抱かせてある。この縦板
材15の縦板材14と干渉する部分は切り欠かれてお
り、板材14と15は干渉をせずに当接する。同様に鉄
骨柱2の左内側面にも縦板材15と同じ縦板材を抱かせ
ており、上下横板材22、21と2つの縦板材とにより
4方枠が形成され、この枠に複数のスタッドが同様に取
付けされている。
A vertical plate member 15 (FIG. 2) of the same size and the same size as the vertical plate member 14 is fixed to the upper and lower horizontal plate members 22 and 21 on the inner side surface 12 of the steel column 1 by obliquely nailing the upper and lower ends thereof. It is hung on the inner surface 12 of the pillar 1. The portion of the vertical plate member 15 that interferes with the vertical plate member 14 is cut out, and the plate members 14 and 15 abut without interference. Similarly, the same vertical plate as the vertical plate 15 is also held on the left inner side surface of the steel column 2, and a four-sided frame is formed by the upper and lower horizontal plates 22, 21 and the two vertical plates, and a plurality of studs are formed on this frame. Are similarly mounted.

【0014】鉄骨柱4のもう1つの内側面にも縦板材1
5と同じ縦板材17(図3)を同様に抱かせている。こ
のように各フレームの内周面に4方枠が固定されてい
る。
The vertical plate 1 is also provided on the other inner surface of the steel column 4.
The same vertical plate member 17 (FIG. 3) as 5 is held similarly. In this way, the four-sided frame is fixed to the inner peripheral surface of each frame.

【0015】上下横板材21、22、縦板材14、1
5、16、スタッド19は、先に述べたように、すべて
2″×6″であり、2″×6″材とは、いわゆるツー・
バイ・フォー工法、あるいは、これに類似する工法にお
いて用いられる木製の2″×6″材を意味する。本発明
においては、こういった既成の、市場で容易に入手可能
であり、性能及びサイズに信頼のおける材料を用いる。
釘の使用方法等においてもツー・バイ・フォー工法の規
定に準ずることが好ましい。
Upper and lower horizontal plate members 21, 22, vertical plate members 14, 1
5, 16 and studs 19 are all 2 "x 6" as described above, and 2 "x 6" material is a so-called two-
It refers to a wooden 2 "x 6" material used in the bi-for or similar construction method. The present invention uses such off-the-shelf, readily available, commercially available, reliable materials in performance and size.
It is preferable that the method of using nails also conforms to the rules of the two-by-four construction method.

【0016】以上及び以下において2″×6″材を例に
説明するが、建築物の壁の厚さをもっと厚くしたい場
合、あるいは鉄骨柱のサイズをもっと大きくするときは
2″×8″材(ツー・バイ・フォー工法、あるいは、こ
れに類似する工法において用いられる木製の2″×8″
材を意味する)を用いることもできる。
In the above and below, 2 "× 6" material will be described as an example. However, when it is desired to increase the thickness of a building wall or to increase the size of a steel column, a 2 "× 8" material is used. (Wooden 2 "x 8" used in the two-by-four method or a similar method
Material).

【0017】図1において鉄骨柱2、3間と、3、4間
にはブレース18が設けられており、鉄骨柱1、2間
と、1、4間にはブレースが設けられていないが、これ
は端に構造設計上このような場合が存在することを示し
たものである。鉄骨柱1、2間と、1、4間にブレース
を入れる場合は、木造建築で従来行われているように、
縦板14、15、16とスタッド19に小さな切欠きを
設けることとなる。
In FIG. 1, a brace 18 is provided between the steel columns 2, 3, and 3, 4, and no brace is provided between the steel columns 1, 2, and 1, 4. This indicates that such a case exists at the end in the structural design. When the braces are inserted between the steel columns 1 and 2 and between the columns 1 and 4, as is conventionally done in wooden construction,
Small notches will be provided in the vertical plates 14, 15, 16 and the studs 19.

【0018】図5は、図4においてV−Vの矢印方向に
見た斜視図であり、鉄骨梁8の下面に抱かせた上横板材
22の外端36が梁8の幅方向の外端より突出してお
り、上横板材22のこの突出外端36に複数の切欠き3
4を形成していることを示す。この切欠き34について
は、後に図6及び図8と関連して詳しく説明する。
FIG. 5 is a perspective view of FIG. 4 as viewed in the direction of the arrow VV. The outer end 36 of the upper horizontal plate 22 held on the lower surface of the steel beam 8 is the outer end of the beam 8 in the width direction. The outer end 36 of the upper horizontal plate 22 has a plurality of notches 3
4 is formed. The notch 34 will be described later in detail with reference to FIGS.

【0019】図6に言及し、3階床鉄骨梁9(この梁は
2階床鉄骨梁8の真上に位置する)の下面及び上面には
それぞれ、2階床鉄骨梁8と同様に、堅結材(例えば、
取付けボルト)32、33が溶接されており、これらの
ボルト32、33を介して、3階床鉄骨梁9の下面及び
上面にそれぞれ2″×6″材の上横板材22、下横板材
21が固定され抱かれている。他の3つの3階床鉄骨
梁、及び3階天井鉄骨梁もすべて同じである。
Referring to FIG. 6, the lower and upper surfaces of the third floor steel beam 9 (which is located directly above the second floor steel beam 8) are, like the second floor steel beam 8, respectively. Tightening material (for example,
Mounting bolts) 32 and 33 are welded, and the upper and lower horizontal plate members 22 and 21 of 2 ″ × 6 ″ are respectively provided on the lower surface and the upper surface of the third floor steel beam 9 via these bolts 32 and 33. Is fixed and hugged. The other three 3rd floor steel beams and the 3rd ceiling steel beams are all the same.

【0020】図1乃至4に関連して説明した4方枠と同
じ4方枠が、2階及び3階においても上下横板材22、
21と縦板材とによって構成される。また、2階におい
ては隣り合う鉄骨柱と、これらの鉄骨柱を連結する2階
床鉄骨梁及び3階床鉄骨梁によってフレームが形成さ
れ、3階においては隣り合う鉄骨柱と、これらの鉄骨柱
を連結する3階床鉄骨梁及び3階天井鉄骨梁によってフ
レームが形成され、これらのフレームの内周面に前記4
方枠が固定されることになる。枠に必要に応じてスタッ
ド19を取り付ける。
The four-sided frame, which is the same as the four-sided frame described with reference to FIGS.
21 and a vertical plate member. Further, on the second floor, a frame is formed by adjacent steel columns, the second floor steel beams and the third floor steel beams connecting these steel columns, and on the third floor, the adjacent steel columns and these steel columns are connected. The frame is formed by the third floor steel beam and the third floor steel beam beam that connect
The frame is fixed. Attach studs 19 to the frame as needed.

【0021】1階から3階迄の上記4方枠に外壁(外壁
を構成する多種構成要素30、図1参照)を取付ける。
外壁30は、実施形態においては、釘35により4方枠
に張り付けられる構造用合板36(図3、6及び8参
照)と、該構造用合板36に取り付けられるアスファル
トルーフィング、モルタル及び仕上げ材(これらをまと
めて番号37で図6及び図8に示す)。
An outer wall (various components 30 constituting the outer wall, see FIG. 1) is mounted on the above-described four-way frame from the first floor to the third floor.
In the embodiment, the outer wall 30 includes, in the embodiment, a structural plywood 36 (see FIGS. 3, 6 and 8) attached to the four-sided frame by a nail 35, and asphalt roofing, mortar, and a finishing material attached to the structural plywood 36. 6 and 8 are collectively shown in FIG. 6 and FIG. 8).

【0022】図5及び図6に示すように、鉄骨梁(8、
9)の上下面に取り付けた横板材21、22の幅は鉄骨
梁の幅よりも大きく、横板材21、22の幅方向の外端
36は梁の外端から突出しており、この突出外端36に
適当な間隔で複数の切欠き34が形成されている。これ
らの切欠きは外壁内を空気が縦方向に通過することを許
容し、いわゆる「壁内通気」を与える。
As shown in FIGS. 5 and 6, the steel beams (8,
9) The width of the horizontal plates 21 and 22 attached to the upper and lower surfaces is larger than the width of the steel beam, and the outer ends 36 in the width direction of the horizontal plates 21 and 22 project from the outer ends of the beams. A plurality of notches 34 are formed at appropriate intervals in 36. These notches allow air to pass longitudinally through the outer wall, providing so-called "in-wall ventilation".

【0023】図7に示すように、鉄骨梁9とこれに対向
する鉄骨梁(図示省略)に適当な間隔(例えば、910mm
ピッチ)で複数の2″×6″材の木製小梁40を架け渡
してある。木製小梁40は鉄骨梁(9)の下フランジに
載せたかい木(セッティングブロック)41の上に載せ
られ、そして、鉄骨梁(9)に取り付けたスチールプレ
ート38に複数のコーチボルト39によって固定され
る。2、3階の床及び3階の屋根の鉄骨梁に架け渡す小
梁をすべて2″×6″材の梁40とすることができる。
このように小梁を木製とすることによって、木造住宅同
様、天井51を吊るための吊木42と、木製の根太4
3、床構造用合板44及び床材45とを木製小梁に容易
に釘止めすることができ、また木製巾木46を4方枠又
は木製スタッドに釘止め可能である。
As shown in FIG. 7, an appropriate distance (for example, 910 mm) is provided between the steel beam 9 and a steel beam (not shown) opposed thereto.
At a pitch), a plurality of wooden beams 40 of 2 ″ × 6 ″ are bridged. The wooden beam 40 is mounted on a timber (setting block) 41 mounted on the lower flange of the steel beam (9), and is fixed to a steel plate 38 attached to the steel beam (9) by a plurality of coach bolts 39. You. The small beams spanning the steel beams of the second and third floors and the roof of the third floor can all be beams 40 of 2 ″ × 6 ″ material.
In this way, by making the small beams wooden, like the wooden house, a hanging tree 42 for hanging the ceiling 51 and a wooden joist 4 can be used.
3. The floor structural plywood 44 and the floor material 45 can be easily nailed to wooden beams, and the wooden skirting board 46 can be nailed to a four-sided frame or wooden stud.

【0024】図6及び8において、番号47は断熱材、
48はスタッド19に釘止めされるプラスターボード、
49は内部壁仕上げ材、50は水平ブレースを示す。4
方枠の剛性を高めるために、プラスタボート48に代え
て、あるいは、プラスラーボード48の下において、構
造用合板を4方枠及びスタッドに張り付けることとして
もよい。
6 and 8, reference numeral 47 denotes a heat insulating material;
48 is a plaster board nailed to the stud 19,
49 indicates an internal wall finishing material, and 50 indicates a horizontal brace. 4
In order to increase the rigidity of the frame, the structural plywood may be attached to the four-way frame and the studs instead of the plaster boat 48 or under the plasterer board 48.

【0025】上記実施の態様においては、鉄骨柱が建築
物の外周にのみある場合について説明したが、建築物内
部に鉄骨柱がある場合でも、隣り合う鉄骨柱とこれらの
鉄骨柱を連結する上下の鉄骨梁(又は基礎若しくは床)
とで形成されるフレームの内周面に2″×6″材の上下
横板材22、21及び縦板材14、16とで形成される
4方枠を抱かせて固定することができることはいうまで
もない。
In the above embodiment, the case where the steel columns are only on the outer periphery of the building has been described. However, even when there are steel columns inside the building, the vertical columns connecting the adjacent steel columns and these steel columns are used. Steel beam (or foundation or floor)
Needless to say, a four-sided frame formed by the upper and lower horizontal plate members 22 and 21 and the vertical plate members 14 and 16 of 2 ″ × 6 ″ material can be held on the inner peripheral surface of the frame formed by Nor.

【0026】上記実施の態様は、本発明の例を示すもの
であり本発明の範囲をそれに限定するものではないこと
に留意されたい。本発明の発明概念から逸脱することな
く本発明の建築物構造のにその他の種々の変形・変更を
行なうことが可能であることは当者にとって明白であ
る。従って、本発明は、特許請求の範囲の請求項に記載
された事項及びそれに均等なものの範囲内に含まれる変
形例を含むものである。
It should be noted that the above embodiments are merely examples of the present invention and do not limit the scope of the present invention. It will be apparent to those skilled in the art that various other changes and modifications can be made to the building structure of the present invention without departing from the inventive concept of the present invention. Therefore, the present invention includes modifications that fall within the scope of the items described in the claims and the equivalents thereof.

【0027】[0027]

【発明の効果】本発明によれば、鉄骨構造建築物である
にもかかわらず、躯体である鉄骨柱及び鉄骨梁に多数の
金属性取付け材を用いることなく、鉄骨柱及び梁とで構
成するフレームの内周面に2″×6″又は2″×8″材
の上下横板材と縦板材(あるいは、これらの板材で構成
した枠)を抱かせて固定することにより、木造建築物と
同様に容易に外壁材、内部壁材、サッシュ、内装材等を
鉄骨躯体に固定することができ、かつ、同時に躯体の水
平剛性を高めることができる。
According to the present invention, despite the fact that the building is a steel structure, it is composed of a steel column and a beam without using a large number of metallic attachments for the steel column and the steel beam as the frame. Similar to a wooden building, by holding and fixing 2 ”x 6” or 2 ”x 8” upper and lower horizontal and vertical plates (or a frame composed of these plates) on the inner peripheral surface of the frame The outer wall material, the inner wall material, the sash, the interior material and the like can be easily fixed to the steel frame, and at the same time, the horizontal rigidity of the frame can be increased.

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

【図1】本発明の建築物構造の実施形態を示す斜視図。FIG. 1 is a perspective view showing an embodiment of a building structure of the present invention.

【図2】図1のII部分を示す詳細斜視図。FIG. 2 is a detailed perspective view showing a portion II in FIG. 1;

【図3】図1のIII−III線水平断面詳細図。FIG. 3 is a detailed horizontal sectional view taken along the line III-III of FIG. 1;

【図4】図1のIV−IV線垂直断面詳細図。FIG. 4 is a detailed vertical sectional view taken along the line IV-IV of FIG. 1;

【図5】図4のV−V矢視の斜視図。FIG. 5 is a perspective view taken along the line VV of FIG. 4;

【図6】図1のVI−VI線垂直断面詳細図であり、躯体に
壁を取り付けた状態の3階床梁の下面に2″×6″の上
横板材を取付け、梁上面に2″×6″の下横板材を取付
けた状態を示す。
FIG. 6 is a detailed vertical sectional view taken along the line VI-VI of FIG. 1, where a 2 ″ × 6 ″ upper horizontal plate is attached to the lower surface of the third-floor floor beam with a wall attached to the frame, and 2 ″ is attached to the upper surface of the beam. This shows a state where the lower horizontal plate member of × 6 ″ is attached.

【図7】図6のVII−VII線垂直断面図。FIG. 7 is a vertical sectional view taken along the line VII-VII of FIG. 6;

【図8】図6のVIII−VIII線水平断面図。FIG. 8 is a horizontal sectional view taken along line VIII-VIII in FIG. 6;

【符号の説明】[Explanation of symbols]

1、2、3、4 鉄骨柱 5、6、7、8 鉄骨梁(2階床梁) 9 鉄骨梁(3階床梁) 10 基礎(床) 11、12 内側面 14、15、16、17 2″×6″(又は2″×
8″)材の縦板材 19 2″×6″(又は2″×8″)材のスタッド 20 鉄骨構造体 21 2″×6″(又は2″×8″)材の下横板材 22 2″×6″(又は2″×8″)材の上横板材 31、32、33 取付けボルト(堅結材) 34 横板材21、22の外端部に形成した切欠き
1, 2, 3, 4 Steel column 5, 6, 7, 8 Steel beam (2nd floor beam) 9 Steel beam (3rd floor beam) 10 Foundation (floor) 11, 12 Inner surface 14, 15, 16, 17 2 "x 6" (or 2 "x
8 ") vertical plate member 19 2" x 6 "(or 2" x 8 ") stud 20 Steel structure 21 2" x 6 "(or 2" x 8 ") lower horizontal plate member 22 2" X6 "(or 2" x8 ") upper horizontal plate material 31, 32, 33 Mounting bolts (fastened material) 34 Notch formed in outer end of horizontal plate material 21, 22

Claims (9)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 鉄骨構造建築物において、建築物外周に
配列され前記外周上で隣り合う鉄骨柱の内側面に2″×
6″又は2″×8″材の縦板材を抱かせ、前記鉄骨柱の
上部間に架け渡した鉄骨梁の下面に2″×6″又は2″
×8″材の上横板材を抱かせ、前記鉄骨柱の下部間に架
け渡した鉄骨梁の上面又は前記鉄骨柱間の基礎若しくは
床の上面に2″×6″又は2″×8″材の下横板材を抱
かせた建築物構造。
1. In a steel structure building, 2 ″ × 2 ″ is arranged on the inner surface of a steel column arranged on the outer periphery of the building and adjacent on the outer periphery.
A vertical plate of 6 ″ or 2 ″ × 8 ″ is embraced, and 2 ″ × 6 ″ or 2 ″ is placed on the lower surface of the steel beam spanned between the upper portions of the steel columns.
A 2 ″ × 6 ″ or 2 ″ × 8 ″ material on the upper surface of a steel beam spanned between the lower portions of the steel columns or on the upper surface of the foundation or floor between the steel columns, with the upper horizontal plate material being embraced by the × 8 ″ material Building structure with lower horizontal board.
【請求項2】 請求項1の建築物構造であって、前記縦
板材を上下横板材に固定して前記上下横板材と前記縦板
材とで4方枠を形成した建築物構造。
2. The building structure according to claim 1, wherein said vertical plate is fixed to upper and lower horizontal plates, and said upper and lower horizontal plates and said vertical plate form a four-sided frame.
【請求項3】 請求項2の建築物構造であって、前記上
下横板材を前記鉄骨梁又は基礎若しくは床に固設した堅
結材を用いて前記上下横板材を前記鉄骨梁上下面又は前
記基礎若しくは床上面に堅結することによって前記枠を
鉄骨構造体に堅結した建築構造物。
3. The building structure according to claim 2, wherein the upper and lower horizontal plate members are fixed to a steel beam or a foundation or a floor, and the upper and lower horizontal plate members are connected to the upper and lower surfaces of the steel beam or the steel beam. An architectural structure in which the frame is fastened to a steel structure by fastening it to a foundation or floor top.
【請求項4】 請求項2又は3の建築物構造であって、
必要に応じて、さらに、前記枠に2″×6″又は2″×
8″材のスタッドを固定し、前記枠及びスタッドの一方
又は両方の側面に構造用合板を張り付けた建築物構造。
4. The building structure according to claim 2 or 3, wherein
If necessary, further add 2 ″ × 6 ″ or 2 ″ ×
A building structure in which studs of 8 "material are fixed and structural plywood is attached to one or both sides of the frame and studs.
【請求項5】 請求項1乃至4のいずれかの建築物構造
であって、前記鉄骨梁の幅は前記上下横板材の幅よりも
小さく、前記上下横板材の幅方向の外端を前記鉄骨梁の
外端より突出させた建築物構造。
5. The building structure according to claim 1, wherein a width of the steel beam is smaller than a width of the upper and lower horizontal plate members, and an outer end of the upper and lower horizontal plate members in a width direction is the steel frame. Building structure protruding from the outer end of the beam.
【請求項6】 請求項5の建築物構造であって、前記突
出させた上下横板材外端側に建築物外壁の壁内通気を与
えるための切欠きを設けた建築物構造。
6. The building structure according to claim 5, wherein a notch is provided on the outer end side of the protruding upper and lower horizontal plate members for providing ventilation in the wall of the building outer wall.
【請求項7】 請求項1乃至6のいずれか1つの建築物
構造であって、前記鉄骨梁に架け渡す小梁を2″×6″
又は2″×8″の板材梁とした建築物構造。
7. The building structure according to claim 1, wherein the small beam spanning the steel beam is 2 ″ × 6 ″.
Or a building structure with 2 "x 8" plate beams.
【請求項8】 鉄骨柱と鉄骨梁とを含む構造躯体を有す
る鉄骨構造建築物において、構造躯体の隣り合う鉄骨柱
と、前記鉄骨柱を連結する上部鉄骨梁と、前記鉄骨柱を
連結する下部鉄骨梁又は前記鉄骨柱の柱脚を連結する基
礎若しくは床とで構成するフレームの内周面に2″×
6″又は2″×8″の板材で構成した4方枠を抱かせ、
前記板材4方枠を前記フレームに固定した建築物構造。
8. A steel structure having a structural skeleton including a steel column and a steel beam, a steel column adjacent to the structural skeleton, an upper steel beam connecting the steel columns, and a lower portion connecting the steel columns. 2 ″ × on the inner peripheral surface of the frame composed of the steel beam or the foundation or floor connecting the column base of the steel column
Hold a 4-way frame made of 6 "or 2" x 8 "plate material,
A building structure in which the four-sided frame is fixed to the frame.
【請求項9】 請求項8の建築物構造であって、前記板
材4方枠と同材料同寸法のスタッドを必要に応じて適当
な間隔で前記板材4方枠に取付け、必要に応じて前記板
材4方枠と前記スタッドの側面に壁材料を貼りつけた建
築物構造。
9. The building structure according to claim 8, wherein studs having the same material and the same size as the four-sided frame are attached to the four-sided frame at appropriate intervals as necessary, and the studs are formed as needed. A building structure in which a wall material is stuck to a side surface of the four-sided frame and the stud.
JP8291094A 1996-10-14 1996-10-14 Building structure Expired - Fee Related JP2980199B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8291094A JP2980199B2 (en) 1996-10-14 1996-10-14 Building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8291094A JP2980199B2 (en) 1996-10-14 1996-10-14 Building structure

Publications (2)

Publication Number Publication Date
JPH10115007A JPH10115007A (en) 1998-05-06
JP2980199B2 true JP2980199B2 (en) 1999-11-22

Family

ID=17764377

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8291094A Expired - Fee Related JP2980199B2 (en) 1996-10-14 1996-10-14 Building structure

Country Status (1)

Country Link
JP (1) JP2980199B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006188820A (en) * 2004-12-28 2006-07-20 Kooee International:Kk Building with arch-shaped roof
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JPH10115007A (en) 1998-05-06

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