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JPH07292802A - Building wall structure - Google Patents

Building wall structure

Info

Publication number
JPH07292802A
JPH07292802A JP8458294A JP8458294A JPH07292802A JP H07292802 A JPH07292802 A JP H07292802A JP 8458294 A JP8458294 A JP 8458294A JP 8458294 A JP8458294 A JP 8458294A JP H07292802 A JPH07292802 A JP H07292802A
Authority
JP
Japan
Prior art keywords
frame members
steel
horizontal
unidirectional
iron plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP8458294A
Other languages
Japanese (ja)
Inventor
Atsushi Nakagawa
淳 中川
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP8458294A priority Critical patent/JPH07292802A/en
Publication of JPH07292802A publication Critical patent/JPH07292802A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE:To reduce cost by mounting a frame member to every side of an unidirectional folded iron sheet and mounting on upper and lower frame members to upper and lower steel horizontal frame materials and connecting both-sided frame members to adjacent frame members. CONSTITUTION:Channel shape steel-made horizontal frame members 2 are welded or bolted with upper and lower ends of an unidirectional folded iron sheets. Vertical frame members 3 made of channel steel shape whose thickness serves as a stud are mounted to both sides by welding or threading machine screws thereinto. Horizontal muntins 4 made of flat bar are mounted to the unidirectional folded sheet plate 1 at a middle height or a plurality of middle heights, if further demanded, by welding or threading machine screws. The upper and lower frame members of the unidirectional folded sheet plate are placed on flanges of steel-made horizontal frame materials 5 and mounted thereto with bolts and nuts or the like. Both-sided frame members 3 are connected to the adjacent frame members 3 with bolts and nuts.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は一方向薄折鉄板、すな
わち一方向鋼折板のパネルと鉄骨と横架材を組合せて構
成する建築壁構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a unidirectional thin folded iron plate, that is, a unidirectional steel folded plate panel, and a building wall structure constructed by combining a steel frame and a horizontal member.

【0002】[0002]

【従来の技術】従来プレハブ建築において鉄骨軸組にパ
ネルを取付けで壁面を構成する構造は種々あり、そのパ
ネルとして木製パネル、ALCパネル、コンクリートパ
ネル等が使用されている。
2. Description of the Related Art Conventionally, in prefabricated buildings, there are various structures in which a panel is attached to a steel frame to form a wall surface, and a wooden panel, an ALC panel, a concrete panel or the like is used as the panel.

【0003】[0003]

【発明が解決しようとする課題】ところで前記種類の構
造において、よりローコストの建築が要望され、パネル
として一方向薄折鉄板の利用を考え、それに応じた組立
をなす建築壁構造を創案したものである。
By the way, in the structure of the type described above, a construction at a lower cost is demanded, and the use of a unidirectional thin folded iron plate as a panel is considered, and a construction wall structure is constructed which is assembled in accordance with it. is there.

【0004】[0004]

【課題を解決するための手段】この発明の建築壁構造
の、1番目の発明では一方向薄折鉄板の上下、両側に形
鋼の枠部材が取付けてあり、上下枠部材はそれぞれ上下
鉄骨横架材に重ねて取付けてあり、両側枠部材は隣接す
る枠部材に連結してある。そして2番目の発明では前記
構成に加えて一方向鋼折板の中間高さに横棧が取付けて
ある。
In the first aspect of the building wall structure of the present invention, frame members made of shaped steel are attached to the upper and lower sides and both sides of a unidirectional thin folded iron plate. The frame members are mounted so as to overlap with each other, and the frame members on both sides are connected to the adjacent frame members. Further, in the second invention, in addition to the above-mentioned configuration, the horizontal shaft is attached to the intermediate height of the unidirectional steel folded plate.

【0005】[0005]

【実施例】図1〜5に示す実施例において、一方向薄折
鉄板1は曲波鋼板、角波鋼板パネル等を含むものであ
り、谷と山が交互に横方向に連続した形状である。この
一方向薄折鉄板1の上下端には溝形鋼からなる横枠部材
2,2が溶接、ビス等を利用して取付てあり、また両側
には間柱を兼ねうる厚さの溝形鋼からなる縦枠部材3,
3が溶接ビス等を利用して取付けてある。
EXAMPLES In the examples shown in FIGS. 1 to 5, the unidirectional thin folded iron plate 1 includes curved corrugated steel plate, square corrugated steel plate panel, etc., and has a shape in which valleys and peaks are alternately continuous in the lateral direction. . Horizontal frame members 2 and 2 made of channel steel are attached to the upper and lower ends of the unidirectional thin folded iron plate 1 by welding, using screws or the like, and channel steel having a thickness that can also serve as a stud on both sides. Vertical frame member 3, which consists of
3 is attached using a welding screw or the like.

【0006】一方向薄折鉄板1には実質的に垂直荷重を
期待しないものである。
The unidirectional thin folded iron plate 1 does not substantially expect a vertical load.

【0007】さらに必要により一方向薄折鉄板1の中間
高さに、あるいは中間の複数の高さに平鋼からなる横棧
4が溶接、ビス等を利用して取付けてある。
Further, if necessary, a horizontal bar 4 made of flat steel is attached to the intermediate height of the one-way thin folded iron plate 1 or to a plurality of intermediate heights by welding, using screws or the like.

【0008】以上の一方向薄折鉄板1の上下枠部材はH
形鋼等からなる梁、桁、土台等の鉄骨横架材5のフラン
ジに重ねてボルト・ナット等により取付けてある。両側
枠部材3は隣接する枠部材3と所要高さ毎にボルト・ナ
ットで連結してある。
The upper and lower frame members of the unidirectional thin folded iron plate 1 are H
It is mounted on the flange of the steel frame cross member 5 such as beams, girders, and bases made of shaped steel, etc., and is attached by bolts and nuts. The side frame members 3 are connected to the adjacent frame members 3 at required heights by bolts and nuts.

【0009】なお符号6は開口部を示し、7は床材を示
している。
Reference numeral 6 indicates an opening, and 7 indicates a floor material.

【0010】図6〜10に示す実施例においては一方向
薄折鉄板を谷と山が交互に縦方向に連続した形状をなす
ように使用したものである。そして横枠部材2はL形ま
たは略L形断面の形鋼を使用している。縦枠部材3は溝
形鋼を使用している。
In the embodiment shown in FIGS. 6 to 10, a unidirectional thin folded iron plate is used so that valleys and peaks are alternately formed to be continuous in the vertical direction. The horizontal frame member 2 is made of L-shaped or L-shaped section steel. The vertical frame member 3 uses channel steel.

【0011】その他の構成は先の実施例と同様である。The other structure is similar to that of the previous embodiment.

【0012】以上の構造において、各部材の役目,作用
は次の通りである。
In the above structure, the function and action of each member are as follows.

【0013】〇 薄折鉄板(パネルI) フレーム方向の水平力(せん断力)の負担、面外の風圧
等の水平力の負担、壁荷重の負担、柱の座屈防止、およ
び内外壁の下地材となる。
Thin folded iron plate (panel I) The load of horizontal force (shearing force) in the frame direction, the load of horizontal force such as out-of-plane wind pressure, the load of wall load, the prevention of buckling of columns, and the base of inner and outer walls It becomes a material.

【0014】〇 横架材(はり)5 鉛直荷重による曲げ、せん断力の負担、(主として床荷
重、壁自重の負担)、パネルの抱束、および水平力の伝
達(主として軸力)をなす。
Horizontal material (beam) 5 bending by vertical load, burden of shearing force (mainly floor load, burden of wall weight), panel hugging, and horizontal force transmission (mainly axial force).

【0015】〇 縦枠部材(柱)3 鉛直荷重による軸力を負担し、パネルの抱束をする。Vertical frame member (column) 3 Axes the vertical force and bears the panel.

【0016】〇 横枠部材2(一方向折板稜線方向端部
は断面コ状材) パネルを抱束し、横架材との取付材となる。
The horizontal frame member 2 (the end in the ridge direction of the one-way folded plate has a U-shaped cross section) The panel is bundled to serve as a mounting member for a horizontal frame member.

【0017】[0017]

【発明の効果】この発明は以上の構成からなる一方向薄
折鉄板をもって壁体を構成することができ、しかも上下
両側に形鋼の枠部材を設けることにより、上下横架材お
よび両側枠部材の相互の取付け、連結が容易であり、し
かも耐力を負担させることができる。また横棧を設ける
ことにより、より座屈に対する耐力を向上させることが
できる。
According to the present invention, the wall body can be formed by the unidirectional thin folded iron plate having the above-mentioned structure, and by providing the frame members of shaped steel on the upper and lower sides, the upper and lower horizontal members and the side frame members. It is easy to attach and connect each other, and it is possible to bear the proof stress. Further, the provision of the horizontal shaft can further improve the proof stress against buckling.

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

【図1】全体の正面図である。FIG. 1 is an overall front view.

【図2】図1の縦断面図である。FIG. 2 is a vertical sectional view of FIG.

【図3】横架材への取付部の縦断面図である。FIG. 3 is a vertical cross-sectional view of an attachment portion to a horizontal member.

【図4】一方向鋼折板の横断面図である。FIG. 4 is a cross-sectional view of a unidirectional steel folded plate.

【図5】図4の要部横断面図である。5 is a horizontal cross-sectional view of the main parts of FIG.

【図6】全体の正面図である。FIG. 6 is an overall front view.

【図7】図6の縦断面図である。7 is a vertical cross-sectional view of FIG.

【図8】図6の中間部の縦断面図である。8 is a vertical cross-sectional view of the intermediate portion of FIG.

【図9】横架材への取付部の縦断面図である。FIG. 9 is a vertical cross-sectional view of an attachment portion to a horizontal member.

【図10】縦枠部材部分の横断面図である。FIG. 10 is a transverse cross-sectional view of a vertical frame member portion.

【符号の説明】[Explanation of symbols]

1…薄折鉄板、2…横枠部材、3…縦枠部材、4…横
棧、5…横架材、6…開口部、7…床材。
DESCRIPTION OF SYMBOLS 1 ... Thin folded iron plate, 2 ... Horizontal frame member, 3 ... Vertical frame member, 4 ... Horizontal board, 5 ... Horizontal bridge member, 6 ... Opening part, 7 ... Floor material.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 一方向薄折鉄板の上下、両側に形鋼の枠
部材が取付けてあり、上下枠部材はそれぞれ上下鉄骨横
架材に重ねて取付けてあり、両側枠部材は隣接する枠部
材に連結してあることを特徴とする建築壁構造。
1. A frame member made of shaped steel is attached to the upper and lower sides and both sides of a unidirectional thin folded iron plate, and the upper and lower frame members are attached to each other so as to overlap the upper and lower steel frame cross members, and both side frame members are adjacent frame members. Architectural wall structure characterized by being connected to.
【請求項2】 一方向薄折鉄板の中間高さに平鋼の横棧
が取付けてあることを特徴とする請求項1記載の建築壁
構造。
2. The building wall structure according to claim 1, wherein a horizontal bar of flat steel is attached to an intermediate height of the unidirectional thin folded iron plate.
JP8458294A 1994-04-22 1994-04-22 Building wall structure Pending JPH07292802A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8458294A JPH07292802A (en) 1994-04-22 1994-04-22 Building wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8458294A JPH07292802A (en) 1994-04-22 1994-04-22 Building wall structure

Publications (1)

Publication Number Publication Date
JPH07292802A true JPH07292802A (en) 1995-11-07

Family

ID=13834679

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8458294A Pending JPH07292802A (en) 1994-04-22 1994-04-22 Building wall structure

Country Status (1)

Country Link
JP (1) JPH07292802A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005264713A (en) * 2004-02-19 2005-09-29 Takenaka Komuten Co Ltd Earthquake-proof building wall and structure
JP2006037659A (en) * 2004-07-30 2006-02-09 Takenaka Komuten Co Ltd Continuous quake resisting wall
WO2007119749A1 (en) * 2006-04-11 2007-10-25 Nippon Steel Corporation Wall panel
JP2009180043A (en) * 2008-01-31 2009-08-13 Nippon Steel Corp Folded panel structure
JP2009257079A (en) * 2004-02-19 2009-11-05 Takenaka Komuten Co Ltd Aseismatic structure
JP2010084514A (en) * 2010-01-18 2010-04-15 Takenaka Komuten Co Ltd Earthquake resisting wall and seismic control structure
JP2010133229A (en) * 2008-11-10 2010-06-17 Takenaka Komuten Co Ltd Earthquake-resisting wall, building, and construction method of the earthquake-resisting wall
CN104074283A (en) * 2014-07-09 2014-10-01 长春工程学院 Novel assembled shear wall with embedded I-shaped steel and manufacturing method of novel assembled shear wall
JP2020076295A (en) * 2018-09-28 2020-05-21 Jfeスチール株式会社 Steel plate earthquake-resisting wall

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009257079A (en) * 2004-02-19 2009-11-05 Takenaka Komuten Co Ltd Aseismatic structure
JP2005264713A (en) * 2004-02-19 2005-09-29 Takenaka Komuten Co Ltd Earthquake-proof building wall and structure
JP4485876B2 (en) * 2004-02-19 2010-06-23 株式会社竹中工務店 Seismic walls and structures
JP2006037659A (en) * 2004-07-30 2006-02-09 Takenaka Komuten Co Ltd Continuous quake resisting wall
JP4559793B2 (en) * 2004-07-30 2010-10-13 株式会社竹中工務店 Multi-story shear wall
JP2007303269A (en) * 2006-04-11 2007-11-22 Nippon Steel Corp Wall panels
WO2007119749A1 (en) * 2006-04-11 2007-10-25 Nippon Steel Corporation Wall panel
TWI412647B (en) * 2006-04-11 2013-10-21 Nippon Steel & Sumitomo Metal Corp Wall panel
JP2009180043A (en) * 2008-01-31 2009-08-13 Nippon Steel Corp Folded panel structure
JP2010133229A (en) * 2008-11-10 2010-06-17 Takenaka Komuten Co Ltd Earthquake-resisting wall, building, and construction method of the earthquake-resisting wall
JP2010084514A (en) * 2010-01-18 2010-04-15 Takenaka Komuten Co Ltd Earthquake resisting wall and seismic control structure
CN104074283A (en) * 2014-07-09 2014-10-01 长春工程学院 Novel assembled shear wall with embedded I-shaped steel and manufacturing method of novel assembled shear wall
JP2020076295A (en) * 2018-09-28 2020-05-21 Jfeスチール株式会社 Steel plate earthquake-resisting wall

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