JPH07317178A - Building wall structure - Google Patents
Building wall structureInfo
- Publication number
- JPH07317178A JPH07317178A JP10658594A JP10658594A JPH07317178A JP H07317178 A JPH07317178 A JP H07317178A JP 10658594 A JP10658594 A JP 10658594A JP 10658594 A JP10658594 A JP 10658594A JP H07317178 A JPH07317178 A JP H07317178A
- Authority
- JP
- Japan
- Prior art keywords
- fixed
- cellular concrete
- concrete slab
- lightweight cellular
- flanges
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】この発明は軽量気泡コンクリート
版と鉄骨軸組とを組合せて構成する建築壁構造の改良に
係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a building wall structure constructed by combining a lightweight cellular concrete slab and a steel frame.
【０００２】[0002]
【従来の技術】ＡＬＣ板等軽量気泡コンクリート版を外
壁する場合鉄骨軸組の面外において桁に取付金具を使用
して取付け、カーテンウォール構造とするのが一般的で
ある。2. Description of the Related Art When a lightweight cellular concrete slab such as an ALC plate is used as an outer wall, it is common to use a mounting bracket on a girder outside the plane of a steel frame structure to form a curtain wall structure.
【０００３】[0003]
【発明が解決しようとする課題】ところで前記した従来
構造を改良して、よりローコストの建築が要望され、軽
量気泡コンクリート版の補強と軸組の間柱となるＬ形鋼
を使用した壁構造を開発した。By the way, there is a demand for a lower cost construction by improving the above-mentioned conventional structure, and a wall structure using L-shaped steel for reinforcing a lightweight cellular concrete slab and a stud of a frame is developed. did.
【０００４】[0004]
【課題を解決するための手段】この発明は軽量気泡コン
クリート版の側部隅角部にＬ形鋼を固着し、上下鉄骨横
架材のフランジ間に建込んだ軽量気泡コンクリート版の
上下端をそれぞれ前記フランジに金具で固着し、隣接す
るＬ形鋼を重ねて柱として取付けてあり、また軽量気泡
コンクリート版の上下端にもＬ形鋼を固着して大型版と
することもある。According to the present invention, L-shaped steel is fixed to the side corners of a lightweight cellular concrete slab and the upper and lower ends of the lightweight cellular concrete slab are installed between the flanges of the upper and lower steel frame cross members. The L-shaped steels are fixed to the respective flanges with metal fittings and adjacent L-shaped steels are overlapped and mounted as columns, and the L-shaped steels may also be fixed to the upper and lower ends of the lightweight cellular concrete plate to form a large-sized plate.
【０００５】[0005]
【実施例】軽量気泡コンクリート版１は例えば１５０mm
の厚さの幅６００mmのＡＬＣ版からなる。この単位幅の
軽量気泡コンクリート版１は２枚以上を横方向に連設し
て大型版とされる。その端部の軽量気泡コンクリート版
１の内側部の隅角部にＬ形鋼２を添わせて、接着強度の
大きい接着剤を塗布したタッピングねじ３を螺入するこ
とによって固着してある。なおＬ形鋼２としては一例と
してＬ−１００×５０×１．５mmの形鋼が使用される。
また軽量気泡コンクリート版１は３枚を一組として上下
端または上下何れか一端の隅角部に通しのＬ形鋼４が接
着剤を塗布したタッピングねじ３によって固着してあ
る。隣接するＬ形鋼４，４は重ね合せて一本の柱として
の役目をなしうるようにする。[Example] The lightweight cellular concrete slab 1 is, for example, 150 mm
It consists of an ALC plate with a width of 600 mm. The lightweight cellular concrete slab 1 of this unit width is made into a large slab by connecting two or more sheets horizontally. The L-shaped steel 2 is added to the corner portion of the inner portion of the lightweight cellular concrete slab 1 at the end thereof, and the tapping screw 3 coated with an adhesive having a high adhesive strength is screwed in to fix it. As the L-shaped steel 2, for example, L-100 × 50 × 1.5 mm shaped steel is used.
Further, the lightweight cellular concrete slab 1 is made up of a set of three sheets, and the L-shaped steel 4 is fixed to the corners at either one of the upper and lower ends or the upper and lower ends by a tapping screw 3 coated with an adhesive. Adjacent L-shaped steels 4 and 4 are superposed so that they can function as one pillar.
【０００６】上下の鉄骨横架材５は土台、梁桁等になり
Ｈ形鋼、溝形鋼が使用される。そしてこの鉄骨横架材５
の上下フランジには軽量気泡コンクリート版１の上下端
面を重ねてタッピングねじ６によって固着してある。そ
の際軽量気泡コンクリート版１の隅角部にボルトを挿通
する短管８を埋設しておく。The upper and lower steel frame cross members 5 are bases, beam girders, etc., and H-section steel and channel steel are used. And this steel frame cross member 5
The upper and lower end faces of the lightweight cellular concrete slab 1 are overlapped on the upper and lower flanges of the above and are fixed by tapping screws 6. At that time, a short pipe 8 through which a bolt is inserted is embedded in a corner portion of the lightweight cellular concrete plate 1.
【０００７】また上下端にＬ形鋼４を設けた場合横架材
５のフランジとＬ形鋼４のフランジを重ねてボルトナッ
ト７で固着してある。When the L-shaped steel 4 is provided at the upper and lower ends, the flange of the horizontal member 5 and the flange of the L-shaped steel 4 are overlapped and fixed by the bolt nut 7.
【０００８】なお梁、桁となる鉄骨横架材５はウエブ部
でＸ線に沿って２分割しておき、軽量気泡コンクリート
版を固着しておき、現場でウエブ部を突合せて接合する
こともできる。It is also possible to divide the steel frame cross member 5 to be a beam or girder into two along the X-ray at the web portion, fix the lightweight cellular concrete slab, and butt the web portions together for joining. it can.
【０００９】また必要により軽量気泡コンクリート版１
の表面に適宜表装板を貼着してある。If necessary, lightweight cellular concrete slab 1
A surface mounting plate is appropriately attached to the surface of the.
【００１０】以上の構造において、各部材部分の役目，
作用は次の通りである。In the above structure, the role of each member portion,
The operation is as follows.
【００１１】〇 軽量気泡コンクリート版 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り、フレーム面内方向
の水平力（せん断力）の一部を負担する。○ Lightweight aerated concrete slab A horizontal force such as wind pressure outside the plane, a wall load, a column buckling prevention, and a base material for the inner and outer walls, which serve as a horizontal force (shear force) in the in-plane direction of the frame. Bear some.
【００１２】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）、軽量気泡コンクリート版の抱束、
および水平力の伝達（主として軸力）をなす。〇 Horizontal material (beam) 5 Bending by vertical load, shearing load (mainly floor load, wall self-weight burden), bundle of lightweight aerated concrete slab,
And horizontal force transmission (mainly axial force).
【００１３】〇 Ｌ形鋼（柱）２ 鉛直荷重による軸力を負担し、軽量気泡コンクリート版
の抱束をする。L-shaped steel (column) 2 Axial force due to vertical load is applied to bundle a lightweight cellular concrete slab.
【００１４】〇 Ｌ形鋼（柱）４ 軽量気泡コンクリート版を抱束し、横架材との取付材と
なる。O L-shaped steel (pillar) 4 A lightweight cellular concrete slab is bundled to serve as a mounting material for a horizontal material.
【００１５】[0015]
【発明の効果】この発明は以上の構成からなり、軽量気
泡コンクリート版の側部隅角部にＬ形鋼を固着してある
ので、軽量気泡コンクリート版の補強とともに、柱とし
て作用させることができる。また軽量気泡コンクリート
の上下端またはその何れにもＬ形鋼を２枚以上の版を通
して取付けることにより版を連結して大型化できる。さ
らに上下鉄骨横架材のフランジ間に軽量気泡コンクリー
ト版を建込むことにより鉄骨軸組の面内に治めることが
でき、またそれらをタッピングねじあるいはＬ形鋼を介
してボルト・ナットで連結することができる。EFFECT OF THE INVENTION The present invention has the above-mentioned structure, and since the L-shaped steel is fixed to the side corners of the lightweight cellular concrete slab, the lightweight cellular concrete slab can be reinforced and act as a column. . Further, by mounting two or more plates of L-shaped steel on the upper and lower ends of the lightweight cellular concrete or both of them, the plates can be connected and enlarged. Furthermore, by constructing a lightweight cellular concrete slab between the flanges of the upper and lower steel cross members, it can be controlled within the plane of the steel framework, and they can be connected by tapping screws or L-shaped steel with bolts and nuts. You can
【００１６】したがって従来例よりローコストの建築が
可能となる。Therefore, it is possible to construct at a lower cost than the conventional example.
【図１】室内側正面図である。FIG. 1 is a front view of an indoor side.
【図２】縦断面図である。FIG. 2 is a vertical sectional view.
【図３】室外側正面図である。FIG. 3 is a front view of the outdoor side.
【図４】要部の縦断面図である。FIG. 4 is a vertical sectional view of a main part.
【図５】軽量気泡コンクリート版の連設状態の横断面図
である。FIG. 5 is a transverse cross-sectional view of a lightweight cellular concrete slab in a continuous installation state.
【図６】図３の要部の横断面図である。6 is a cross-sectional view of the main part of FIG.
【図７】Ｈ形鋼の横架材への取付状態の縦断面図であ
る。FIG. 7 is a vertical cross-sectional view of an H-shaped steel attached to a horizontal member.
【図８】図７の正面図である。8 is a front view of FIG. 7. FIG.
【図９】溝形鋼の横架材への取付状態の縦断面図であ
る。FIG. 9 is a vertical cross-sectional view showing how the channel steel is attached to a horizontal member.
、１…軽量気泡コンクリート版、２…Ｌ形鋼、３…タッ
ピングねじ、４…Ｌ形鋼 ５…鉄骨横架材、６…タッピングねじ、７…ボルト・ナ
ット、８…表装板。DESCRIPTION OF SYMBOLS 1 ... Light-weight cellular concrete version, 2 ... L-shaped steel, 3 ... Tapping screw, 4 ... L-shaped steel 5 ... Horizontal steel frame material, 6 ... Tapping screw, 7 ... Bolt / nut, 8 ... Cover plate.
Claims (3)
Ｌ形鋼を固着し、上下鉄骨横架材のフランジ間に建込ん
だ軽量気泡コンクリート版の上下端をそれぞれ前記フラ
ンジに金具で固着し、隣接するＬ形鋼を重ねて取付けて
あることを特徴とする建築壁構造。1. An L-shaped steel is fixed to the side corners of the lightweight cellular concrete slab, and the upper and lower ends of the lightweight cellular concrete slab installed between the flanges of the upper and lower steel frame cross members are secured to the flanges with metal fittings, respectively. However, the building wall structure is characterized in that adjacent L-shaped steels are stacked and attached.
版を横方向に建設して大型版としてあることを特徴とす
る請求項１に記載の建築壁構造。2. The building wall structure according to claim 1, wherein the lightweight cellular concrete slab is a large slab by laterally constructing a slab having a unit size.
下端隅角部の何れか、または双方にＬ形鋼を固着してあ
ることを特徴とする請求項１記載の建築壁構造。3. The building wall structure according to claim 1, wherein L-shaped steel is fixed to at least one of the upper and lower corners of the lightweight cellular concrete slab, or both.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10658594A JP2954482B2 (en) | 1994-05-20 | 1994-05-20 | Building wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10658594A JP2954482B2 (en) | 1994-05-20 | 1994-05-20 | Building wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07317178A true JPH07317178A (en) | 1995-12-05 |
| JP2954482B2 JP2954482B2 (en) | 1999-09-27 |
Family
ID=14437287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10658594A Expired - Fee Related JP2954482B2 (en) | 1994-05-20 | 1994-05-20 | Building wall structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2954482B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331243A (en) * | 2018-01-30 | 2018-07-27 | 沈阳建筑大学 | Foam concrete assembled wall connection structure with shock-absorbing function and its application |
-
1994
- 1994-05-20 JP JP10658594A patent/JP2954482B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331243A (en) * | 2018-01-30 | 2018-07-27 | 沈阳建筑大学 | Foam concrete assembled wall connection structure with shock-absorbing function and its application |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2954482B2 (en) | 1999-09-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6807790B2 (en) | Ring beam/lintel system | |
| JPH07292802A (en) | Building wall structure | |
| JP3271239B2 (en) | Steel shear wall | |
| JP2002188243A (en) | Composite structural column | |
| JPH07317178A (en) | Building wall structure | |
| JP2690868B2 (en) | Building steel foundation | |
| JP2002021242A (en) | Staging installing structure | |
| JP2964328B2 (en) | Seismic reinforcement structure | |
| JPH09221863A (en) | Fitting structure of alc panel for floor or roof | |
| CN213296663U (en) | Detachable assembly type steel structure house | |
| JPH11293930A (en) | Earthquake-resistive reinforcing member and earthquake-resistive reinforcing construction | |
| JPH11236743A (en) | Architectural structure | |
| JP2024048795A (en) | Vertical furring strip support structure | |
| JPH0525876A (en) | Fitting structure of floor panel | |
| JPH04237743A (en) | Unit house | |
| JP2001020435A (en) | Floor panel for boundary floor | |
| JPH11181925A (en) | Wall bed structure, roof truss structure, and constructing method thereof | |
| JPH01192936A (en) | Housing unit | |
| JP2709155B2 (en) | ALC floor panel mounting method | |
| JPH09291592A (en) | Column beam brace connection metallic material | |
| JPS6246721Y2 (en) | ||
| US20020158184A1 (en) | Concrete form using face sheet as tension flange for stiffeners | |
| JPH0211521Y2 (en) | ||
| JP2539977B2 (en) | Reinforcement structure of the frame of the housing unit | |
| JP2023107621A (en) | Vertical furring edge support structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |