JPH062408A - Outer wall structure - Google Patents
Outer wall structureInfo
- Publication number
- JPH062408A JPH062408A JP18597892A JP18597892A JPH062408A JP H062408 A JPH062408 A JP H062408A JP 18597892 A JP18597892 A JP 18597892A JP 18597892 A JP18597892 A JP 18597892A JP H062408 A JPH062408 A JP H062408A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- fixed
- base
- foundations
- foundation
- 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
Links
- 239000000463 material Substances 0.000 claims description 35
- 229910000831 Steel Inorganic materials 0.000 abstract description 16
- 239000010959 steel Substances 0.000 abstract description 16
- 238000010276 construction Methods 0.000 description 8
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 3
- 239000000919 ceramic Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 239000011162 core material Substances 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は鉄骨造、鉄筋コンクリー
ト造、あるいは鉄骨鉄筋コンクリート造よりなる、S
造、RC造、SRC造等の壁下地上に、乾式外壁材(以
下、単に壁材という)を取り付けるための外壁構造に関
するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention comprises a steel frame structure, a reinforced concrete structure, or a steel frame reinforced concrete structure.
The present invention relates to an outer wall structure for mounting a dry outer wall material (hereinafter, simply referred to as a wall material) on a wall foundation such as a structure, an RC structure, or an SRC structure.
【0002】[0002]
【従来の技術】一般に新築、あるいはS造、RC造、S
RC造等に対して改修外壁を形成するためには、新築、
S造ではそのまま、RC造、SRC造では既存壁上にC
形鋼(リップ溝形鋼)、L形鋼(等辺、あるいは不等辺
山形鋼)、あるいは角パイプ(角形鋼管)をアンカーボ
ルトにより取り付けて取付下地とし、左右に雄雌連結構
造を有する壁材を、この取付下地にセルフドリリングス
クリュー等よりなる固定具により取り付けていた。2. Description of the Related Art Generally, new construction, S construction, RC construction, S construction
In order to form a repaired outer wall for RC construction etc., new construction,
The RC structure is the same as the S structure, and the SRC structure is C on the existing wall.
Shaped steel (lip channel steel), L-shaped steel (equal side or unequal side angle steel), or square pipe (square steel pipe) is attached with anchor bolts as a mounting base, and a wall material with a male and female connection structure on the left and right , Was attached to the attachment base by a fixture such as a self-drilling screw.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、RC
造、SRC造を取り壊して建て替えるには、膨大な費用
がかかり、また、取り壊しから完成までには大変な日数
が必要であった。また、古いRC造、SRC造では、ア
ルカリ骨材反応により亀裂、コンクリートの剥落等が近
年多くなってきており、その対応策が早急に望まれてい
る。さらに、このようにして形成した外壁は施工性に劣
り、かつ、壁下地に不陸(凹凸)が有った場合には調整
が利かず、別途不陸調整のための部材が必要であり、施
工性、仕上がりに問題があった。However, RC
It took a huge amount of money to demolish and rebuild the SRC and SRC structures, and it took a lot of days from the demolition to the completion. Further, in the old RC and SRC structures, cracks, concrete peeling, and the like have been increasing in recent years due to alkali-aggregate reaction, and countermeasures against them are urgently desired. Furthermore, the outer wall formed in this way is inferior in workability, and if there is unevenness (unevenness) in the wall foundation, adjustment is not effective and a separate member for adjusting unevenness is required, There was a problem in workability and finish.
【0004】[0004]
【課題を解決するための手段】本発明はこのような欠点
を除去するために、新築、あるいは既存外壁を下地とす
る壁下地上に、左右に雄雌連結構造を有する外壁材を施
工するための構造において、長尺状の平鋼よりなる取付
下地と、長尺状で断面Z字状の固定下地よりなり、壁下
地上に取付下地を直線状に並設して一定間隔で複数本固
定し、取付下地上に固定下地の一面をボルト等の固定具
により直交するように複数本固定し、この固定下地の他
面に前記外壁材を、その雄雌連結と固定具による固定に
より壁下地に固定すると共に、取付下地と固定下地間に
はクッション材が形成されている外壁構造を提供するも
のである。In order to eliminate such drawbacks, the present invention is to construct an outer wall material having a male-female connecting structure on the left and right on a newly constructed or an existing outer wall as a foundation. In this structure, it consists of a long flat mounting base made of flat steel and a long fixed base with a Z-shaped cross section. Multiple mounting bases are arranged in a line on the wall base and fixed at regular intervals. Then, fix one surface of the fixed base on the mounting base so that they are orthogonal to each other with a fixing tool such as bolts, and connect the outer wall material to the other surface of the fixed base by connecting the male and female and fixing it with the wall base. The outer wall structure has a cushion material formed between the mounting base and the fixed base.
【0005】[0005]
【実施例】以下に図面を用いて本発明に係わる外壁構造
の一実施例について詳細に説明する。図1、図2は横張
り、図3、図4は縦張りの例を示すものであり、Aはク
ッション材、Bは取付下地、Cは固定下地、Dは壁材、
αは壁下地、βは固定具である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the outer wall structure according to the present invention will be described in detail below with reference to the drawings. 1 and 2 show examples of horizontal lining, and FIGS. 3 and 4 show examples of vertical lining. A is a cushion material, B is a mounting base, C is a fixed base, D is a wall material,
α is a wall base and β is a fixture.
【0006】さらに詳説すると、壁下地αは新築の躯
体、あるいは改修のS造(鉄骨造)、RC造(鉄筋コン
クリート造)、SRC造(鉄骨鉄筋コンクリート造)等
よりなり、また、固定具βはセルフドリリングスクリュ
ー(テクス、パン、フラット、ヘクス等)、ボルト・ナ
ット・ワッシャー、アンカーボルト等、あるいは溶接等
よりなるものである。More specifically, the wall base α is made of a newly constructed frame or a renovated S structure (steel frame structure), RC structure (reinforced concrete structure), SRC structure (steel frame reinforced concrete structure), and the fixing tool β is self-supporting. It consists of drilling screws (tex, pan, flat, hex, etc.), bolts, nuts, washers, anchor bolts, etc., or welding.
【0007】クッション材Aは、図5に示すように後記
する取付下地Bの裏面に一体に形成することにより、壁
下地αに取付下地Bを固定する際に壁下地αの不陸(凹
凸)を吸収し、取付下地Bを不陸なく施工するためのも
のであり、その素材としては、例えば軟質の合成樹脂発
泡体、ゴム、合成ゴム等よりなり、少なくともクッショ
ン性を有するものである。As shown in FIG. 5, the cushion material A is integrally formed on the back surface of the mounting base B, which will be described later, so that when the mounting base B is fixed to the wall base α, the wall base α is uneven (uneven). For mounting the mounting base B without any unevenness, and the material thereof is, for example, soft synthetic resin foam, rubber, synthetic rubber or the like, and has at least cushioning properties.
【0008】取付下地Bは図5に示すような、取付片1
よりなる一般に普及しているフラットバー(平鋼)、あ
るいは図示しないがC形綱(リップ溝形綱)、角パイプ
(角形鋼管)等よりなるものである。The mounting base B is a mounting piece 1 as shown in FIG.
The flat bar (flat steel) which is widely used, or a C-shaped rope (lip groove-shaped rope), a square pipe (square steel pipe) or the like (not shown).
【0009】取付片1は取付下地Bを壁下地αに取り付
けるための部分であり、適宜位置をアンカーボルト等の
固定具βにより壁下地αに固定するものであると共に、
後記する固定下地Cを取り付ける下地としても機能する
ものである。The mounting piece 1 is a portion for mounting the mounting base B on the wall base α, and fixes the proper position to the wall base α by a fixture β such as an anchor bolt.
It also functions as a base to which a fixed base C described later is attached.
【0010】固定下地Cは図6に示すような長尺状の鋼
材であり、断面がZ字状で、固定部2、3間に立ち上が
り片4を形成したものである。The fixed base C is a long steel material as shown in FIG. 6, has a Z-shaped cross section, and a rising piece 4 is formed between the fixed portions 2 and 3.
【0011】固定下地Cは壁下地αに取り付けられた取
付下地Bの取付片1上に、直交するように溶接により取
り付けられると共に、後記する壁材Dを取り付ける下地
として機能するものである。The fixed base C is mounted by welding on the mounting piece 1 of the mounting base B mounted on the wall base α so as to be orthogonal to each other, and also functions as a base for mounting a wall material D described later.
【0012】壁材Dは図7(a)、(b)に示すように
金属製表面材D1 、シート状の裏面材D2 間に芯材D3
をサンドイッチして形成した金属系サイディング材、あ
るいは窯業系サイディング材、ALC板、セラミック板
等よりなる乾式で施工ができる、横張り、あるいは縦張
りの壁材Dである。As shown in FIGS. 7 (a) and 7 (b), the wall material D includes a core material D 3 between a metal surface material D 1 and a sheet-shaped back surface material D 2.
It is a horizontal or vertical wall material D that can be applied by a dry method and is made of a metal-based siding material formed by sandwiching or a ceramic siding material, an ALC plate, a ceramic plate, or the like.
【0013】さらに詳説すると、壁材Dは幅方向の一端
縁に断面略コ字状に形成した係合溝6と外方に突出した
取付部7とからなる雄型連結部5、他端縁に外方に突出
した差込縁9を有する雌型連結部8を形成した長尺状
(2424〜7272mm位)のものである。More specifically, the wall member D has a male connecting portion 5 having an engaging groove 6 formed at one end edge in the width direction and having a substantially U-shaped cross section, and a mounting portion 7 protruding outward, and the other end edge. It has a long shape (about 2424 to 7272 mm) in which a female connecting portion 8 having an insertion edge 9 protruding outward is formed.
【0014】取付部7は壁材Dを固定下地Cに施工する
際の固定部として機能するものであり、雄、雌型連結部
5、8の連結と共に、固定具βを介して壁材Dを固定下
地Cに施工するためのものである。The attaching portion 7 functions as a fixing portion when the wall material D is applied to the fixed base C, and together with the connection of the male and female connecting portions 5 and 8, the wall material D is attached via the fixture β. Is applied to the fixed base C.
【0015】次に本発明に係わる外壁構造の施工例につ
いて簡単に説明する。まず、図1、図2に示すように、
RC造よりなる改修する既存の外壁上に、図7(b)に
示すような壁材Dを横張りで施工すると仮定する。そこ
で、平鋼(厚さ3mm×幅50mm)よりなり裏面に軟
質の合成樹脂発泡体よりなるクッション材Aを貼着した
取付下地Bを、ピッチP2 (600〜3000mm位)
で壁下地α上にアンカーボルトよりなる固定具βにより
不陸なく固定する。次に厚さ2.3mm、固定部2、3
の長さが30mmのZ形鋼よりなる長尺状の固定下地C
をピッチP1 (450〜600mm位)で取付下地Bの
取付片1に溶接により固定する。Next, a construction example of the outer wall structure according to the present invention will be briefly described. First, as shown in FIG. 1 and FIG.
It is assumed that a wall material D as shown in FIG. 7B is installed horizontally on an existing outer wall made of RC structure to be renovated. Therefore, a mounting base B made of flat steel (thickness 3 mm × width 50 mm) and having a cushion material A made of a soft synthetic resin foam adhered to the back surface is provided with a pitch P 2 (about 600 to 3000 mm).
Then, it is fixed on the wall base α by a fixing tool β consisting of anchor bolts without any landing. Next, the thickness is 2.3 mm, the fixing parts 2, 3
Long fixed base C made of Z-shaped steel with a length of 30 mm
Are fixed to the mounting piece 1 of the mounting base B by welding at a pitch P 1 (about 450 to 600 mm).
【0016】取付下地Bの施工が完了したら、固定下地
Cに壁材Dを横に、壁材Dの雄、雌型連結部5、8の連
結と共に、取付部7を固定下地Cにセルフドリリングス
クリューよりなる固定具βにより固定し、下段から上段
へと施工するものである。なお、出隅、入隅、窓回り、
軒天、土台等には各種役物を使用するものである。After the installation of the mounting base B is completed, the wall material D is laid sideways on the fixed base C, the male and female connecting portions 5 and 8 of the wall material D are connected, and the mounting portion 7 is self-drilled on the fixed base C. It is fixed by a fixing tool β composed of a screw and is constructed from the lower stage to the upper stage. In addition, out corner, entering corner, around windows,
Various accessories are used for eaves, foundations, etc.
【0017】[0017]
【発明の効果】上述したように、本発明に係わる外壁構
造によれば、クッション材が壁下地の不陸を吸収し、
取付下地が不陸なく固定できるため、施工が早く、楽で
ある。乾式外壁材により、RC造、SRC造が塩分を
含んだ砂によるアルカリ骨材反応により破壊されること
もなく、壁下地の劣化を防止することができる。壁下
地と乾式外壁材間に空間が形成され、この空間がエアサ
イクル用通気路となる。RC造、SRC造の改修が短
期間に、かつ、確実な防水性を具備して外壁を形成でき
る。既存の外壁を壊すことなく新規外壁を形成するこ
とができる。建て替えに比べて大幅なコストダウンが
図れる。既存の外壁が耐火構造のために、特に乾式外
壁材に耐火等の性能はいらない。外断熱構造となる。
等の特徴、効果がある。As described above, according to the outer wall structure of the present invention, the cushion material absorbs the unevenness of the wall base,
Since the mounting base can be fixed without unevenness, construction is quick and easy. The dry outer wall material can prevent the RC and SRC structures from being destroyed by the alkaline aggregate reaction due to the sand containing salt, and prevent the deterioration of the wall foundation. A space is formed between the wall foundation and the dry outer wall material, and this space serves as an air cycle air passage. The RC structure and SRC structure can be repaired in a short period of time, and the outer wall can be formed with reliable waterproofness. A new outer wall can be formed without breaking the existing outer wall. Significant cost reduction can be achieved compared to rebuilding. Since the existing outer wall has a fireproof structure, the dry outer wall material does not require fireproof performance. It has an external heat insulation structure.
There are characteristics and effects.
【図1】本発明に係わる外壁構造の一例を示す一部切り
欠き斜視図である。FIG. 1 is a partially cutaway perspective view showing an example of an outer wall structure according to the present invention.
【図2】本発明に係わる外壁構造の下地を示す説明図で
ある。FIG. 2 is an explanatory view showing a base of an outer wall structure according to the present invention.
【図3】本発明に係わる外壁構造の一例を示す一部切り
欠き斜視図である。FIG. 3 is a partially cutaway perspective view showing an example of an outer wall structure according to the present invention.
【図4】本発明に係わる外壁構造の下地を示す説明図で
ある。FIG. 4 is an explanatory diagram showing a base of an outer wall structure according to the present invention.
【図5】本発明に係わる外壁構造のクッション材と取付
下地を示す一部切り欠き斜視図である。FIG. 5 is a partially cutaway perspective view showing a cushion material and a mounting base of an outer wall structure according to the present invention.
【図6】本発明に係わる外壁構造の固定下地を示す一部
切り欠き斜視図である。FIG. 6 is a partially cutaway perspective view showing a fixed base of the outer wall structure according to the present invention.
【図7】本発明に係わる外壁構造の乾式外壁材の例を示
す断面図である。FIG. 7 is a cross-sectional view showing an example of a dry outer wall material having an outer wall structure according to the present invention.
A クッション材 B 取付下地 C 固定下地 D 乾式外壁材 1 取付片 2 固定部 3 固定部 6 係合部 7 取付部 9 差込縁 A Cushion material B Mounting base C Fixed base D Dry outer wall material 1 Mounting piece 2 Fixed part 3 Fixed part 6 Engagement part 7 Mounting part 9 Insert edge
Claims (1)
とする壁下地上に、左右に雄雌連結構造を有する乾式外
壁材を施工するための構造において、長尺状の取付下地
と、断面Z字状の固定下地よりなり、壁下地上に取付下
地を直線状に並設して一定間隔で複数本固定し、該取付
下地上に固定下地を取付下地に対して直交するように複
数本固定し、この固定下地の他面に前記乾式外壁材を、
その雄雌連結と固定具による固定により固定すると共
に、壁下地と取付下地間にはクッション材が形成されて
いることを特徴とする外壁構造。1. A structure for constructing a dry outer wall material having a male-female connection structure on the left and right on a newly built frame or a wall foundation on which an existing outer wall is used as a foundation, and a long mounting foundation and a cross section. It consists of a Z-shaped fixed base, and a plurality of mounting bases are arranged in a straight line on the wall base and fixed at a fixed interval, and a plurality of fixed bases are arranged on the mounting base so that they are orthogonal to the mounting base. Fix the dry outer wall material on the other side of this fixed base,
An outer wall structure characterized in that a cushioning material is formed between the wall base and the mounting base as well as fixing by connecting the male and female and fixing with a fixing tool.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18597892A JPH062408A (en) | 1992-06-18 | 1992-06-18 | Outer wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18597892A JPH062408A (en) | 1992-06-18 | 1992-06-18 | Outer wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH062408A true JPH062408A (en) | 1994-01-11 |
Family
ID=16180214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18597892A Pending JPH062408A (en) | 1992-06-18 | 1992-06-18 | Outer wall structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH062408A (en) |
-
1992
- 1992-06-18 JP JP18597892A patent/JPH062408A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4918897A (en) | Construction system for detention structures and multiple story buildings | |
| US5048257A (en) | Construction system for detention structures and multiple story buildings | |
| US2313839A (en) | Building construction | |
| RU2118432C1 (en) | Construction panel | |
| JP7538686B2 (en) | Building board mounting fixture and renovation structure using same | |
| JPH062408A (en) | Outer wall structure | |
| US20230332401A1 (en) | System and methods for extruded aluminum wall panel framing | |
| RU67134U1 (en) | DEVICE FOR FASTENING FRONT PLATES | |
| JPS605960A (en) | Wall remodeling method of existing building | |
| JPH0610471A (en) | External wall structure | |
| JPH0626171A (en) | Exterior wall structure | |
| JP3229022B2 (en) | Exterior wall structure | |
| JPH0768735B2 (en) | Lightweight cellular concrete panel | |
| JPH0610472A (en) | External wall structure | |
| JPH0633569A (en) | Improved external wall structure | |
| JPH0610473A (en) | External wall structure | |
| KR0152401B1 (en) | Form panel structure | |
| JPH0633570A (en) | Improved external wall structure | |
| JPH062406A (en) | Outer wall structure | |
| JPH062407A (en) | Outer wall structure | |
| JP2000297490A (en) | Wall construction method and its wall structure | |
| JPH05340059A (en) | Structure of exterior wall | |
| JP3110578U (en) | Seismic retrofit structure for exterior walls | |
| JP2540396B2 (en) | Wall structure with drainage gutter of building | |
| JPH05340061A (en) | Structure of exterior wall |