JP3719549B2 - Exterior wall structure - Google Patents

Exterior wall structure Download PDF

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Publication number
JP3719549B2
JP3719549B2 JP19780496A JP19780496A JP3719549B2 JP 3719549 B2 JP3719549 B2 JP 3719549B2 JP 19780496 A JP19780496 A JP 19780496A JP 19780496 A JP19780496 A JP 19780496A JP 3719549 B2 JP3719549 B2 JP 3719549B2
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Japan
Prior art keywords
wall
reinforcing plate
foundation
new
mounting bracket
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JP19780496A
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Japanese (ja)
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JPH1037482A (en
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堯 石川
徹也 安達
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株式会社アイジー技術研究所
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Description

【0001】
【産業上の利用分野】
本発明は既存外壁の改修時、および新築の際の外壁構造に関するものである。
【0002】
【従来の技術】
従来、この種の外壁構造としては、▲1▼改修の場合はモルタルやコンクリートの既存壁上に直にあるいは縦胴縁を介して乾式壁材を施工した構造であった。▲2▼新築場合は単に主柱や間柱上に防水シートや縦胴縁を介して乾式壁材を施工した構造であった。
【0003】
【発明が解決しようとする課題】
しかしながら、このような外壁構造では、▲1▼改修時においては、既存の柱や土台等が一部腐食しており、従来の強度を発揮しない場合があり、この欠陥を既存壁上からはなかなか発見することができず、知らずに既存壁上に新規壁を形成してしまう場合もあり、壁の耐久性や耐震性に問題があった。▲2▼新築の際には柱間にすじかいを入れて壁の強度を向上しているが、まだまだ壁倍率(壁面の強度)が十分でない場合があった。
【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、基礎から躯体を構成する土台、胴差し、軒桁もしくは妻梁にかけて、強度を補強する金属帯状の補強板を複数配設固定したことにより、▲1▼既存壁を新規壁で改修する際には、改修しながらにして、建物全体の強度を向上させることができる。▲2▼また、新築の際にも容易に壁倍率を向上することができる外壁構造を提案するものである。
【0005】
【実施例】
以下に図面を用いて本発明に係る外壁構造の一実施例について詳細に説明する。図1(a)、(b)においてAは建物の躯体、Bは既存壁、Cは補強板、Dは新規壁、Eは基礎、Fは役物である。
【0006】
躯体Aは図1(b)に示すように、垂直方向に伸びる主柱1、間柱2、および水平方向に伸びる土台3、軒桁もしくは妻梁4とから構成される一般的なものである。勿論、これらは木造構造の建物での名称であり、鉄骨造構造ではこれらの位置に、H型鋼材、角形鋼材、C型鋼材等が配設されているものである。なお、図1(b)では便宜上既存壁Bを一点鎖線で示し省略してあるものである。
【0007】
また、既存壁Bは躯体Aの外側面に例えば木摺、防水シート、ラスシート、モルタル壁材の順に配設、施工されたモルタル壁からなるもの、もしくは、躯体A上に胴縁を設け、防水シート、金属サイディング、窯業系サイディング、ALCパネル、タイル、塩ビ押出サイディング等の乾式壁材等からなるもの、その他コンクリート壁等からなるものである。
【0008】
さらに、補強板Cは図1(a)、(b)に示すように既存壁B上に基礎Fから土台3、主柱1、間柱2を介して軒桁もしくは妻梁4にかけて斜めに配設されるものであり、図に示すように2本以上たすき状に交差して配設されるものである。また、補強板Cはその下端部を基礎にコンクリートネイルやコンクリートアンカー、コンクリート釘、釘、スクリュウビス等の固定具αにて固定し、その上端を軒桁もしくは妻梁4に固定具αにて固定するものである。勿論、補強板Cと交差する主柱1、間柱2、土台3の部分にも固定具αにて固定すれば、なお強度の向上が図られるものである。
【0009】
補強板Cを配設することにより、古くなった躯体Aおよび既成壁Bの強度を向上する筋交いの機能を有するものであり、主柱1、間柱2、土台3の一部が腐食しており、強度的に弱点があったとしても、それを補う機能も有するものである。
【0010】
なお、図1(a)、(b)は改修時の外壁構造を示すものであるが、新築時の際は図1(a)、(b)において既存壁Bが存在しないだけで、その他は同様な構造となるものであり、新築時に躯体Aに補強板Cを配設することで、壁倍率を容易に向上することができ、耐久性、耐震性に優れた建物とすることができる。
【0011】
また、補強板Cは図2に示すように、例えば幅狭の長尺薄板状の金属鋼板(スチール、ステンレス、チタン、アルミ・亜鉛合金メッキ鋼板、ホーロー鋼板、クラッド鋼板、ラミネート(塩ビ鋼板等)鋼板、サンドイッチ鋼板、ガルバリウム鋼板、等)の薄板で金属帯状物からなるものである。
【0012】
補強板Cは金属製とすることにより、金属が持つ特有の粘りと引っ張り強度の強さにより、壁倍率を大幅に向上させることができると共に、薄板状とすることにより、補強板Cを2重、3重に交差して配設したとしても、その厚さが邪魔にならずに、新規壁を直接施工することができるものである。
【0013】
新規壁Dは金属サイディング材、もしくは、窯業系サイディング材、塩ビ押出サイディング材、ALCパネル、タイル、金属パネル等からなる乾式外壁材からなるものであり、特に図3に示すような、金属薄板からなる表面材5とシート状物からなる裏面材6とで、合成樹脂発泡体からなる芯材7をサンドイッチした金属サイディングが軽量で強度にも優れ、なおかつ、施工容易な点から好ましいものである。
【0014】
また、新規壁Dは図1(a)、(b)に示すように、改修の際には補強板Cおよび既存壁B上から、新築の際には補強板C上から直接、主柱1、間柱2等の躯体Aに固定具αを介して順次取り付けられ、建物の外表面を多い、意匠性、断熱性、防音性、防火性等をさらに向上させるものである。勿論、新規壁Dを形成する際には、水切り、スタータ、止縁、ジョイナ、出隅、入隅、等の役物Fを必要に応じて配設するものである。
【0015】
次に、本発明に係る外壁構造の施工方法について説明する。先ず、図1(a)、(b)に示すように、改修の際にはモルタル壁等からなる既存壁B上に、新築の際には躯体A上に、図2に示すような長尺帯状の補強板C2本を建物の壁面4隅から対角線上にクロスさせるように配設し、固定具αによって、補強板Cの下端部を基礎Eに、上端部を軒桁もしくは妻梁4をそれぞれ固定する。そして、補強板Cと交差する主柱1、間柱2、土台3の部分をそれぞれ固定具αによって固定し、躯体Aおよび既存壁Bの強度を補強し、向上させる。
【0016】
そして、図3に示すような金属サイディング材からなる新規壁Dを補強板C上から、主柱1、間柱2等の躯体Aに釘等の固定具αを用いて、順次取り付け、施工するものである。なお、基礎Eの表面に表れる補強板Cの下端部、基礎E上に化粧モルタルや、化粧吹き付け材を施工し、内部に隠蔽して、美観を向上させることもできる。
【0017】
以上説明したのは、本発明に係る外壁構造の一実施例であり、図4〜図14に示すような構造としたり、各部材を用いることもできる。
【0018】
すなわち、図4(a)〜(f)は新規壁Dに用いられる乾式壁材のその他の例を示すものであり、図4(a)〜(c)は金属サイディング、図4(d)は塩ビサイディング(硬質樹脂製の表面材5で形成したもの)、図4(e)、(f)は窯業系サイディングの断面形状を示すものである。
【0019】
図5(a)は補強板Cと新規壁Dとの間に防水シートGを介在した例、図5(b)は補強板Cと新規壁Dとの間に新規壁Dの取付下地となる胴縁8を介在した例、図6は新規壁Dを縦張り状の乾式壁材とした例である。
【0020】
図7(a)は改修する既存壁Bの面積の広さによって、補強板Cの数を任意に増やしたものである。また、図7(b)は改修する既存壁Bに窓、玄関等の開口部βが存在する際の補強板Cの配設例を示したものであり、開口部βの左右に補強板Cを交差して配設すると共に、開口部βの上下部分にも水平に伸びる補強板Cを配設することで、既存壁Bに開口部βが存在しても強度を向上させることができるものである。
【0021】
図8は建物が2階建て以上の際の例を示すものであり、建物が2階建て以上の際には土台3と軒桁もしくは妻梁4との間に胴差し9が介在する躯体Aの構造を示す例である。なお、図7、図8においては既存壁Bを便宜上一点鎖線で示しており、新築の際には既存壁Bが存在しないものである。
【0022】
図9は補強板Cが垂直方向に伸びる躯体Aと交差する部分の固定の仕方を示すものであり、例えば図9(a)に示すような幅のある主柱1の場合は、水平方向に3箇所固定具αを打設するものである。また、図9(b)に示すような幅の狭い間柱2の場合は、垂直方向に2箇所固定具αをそれぞれ固定するものである。
【0023】
図10は補強板Cの上端部が、躯体Aの軒桁もしくは妻梁4に固定される部分を抽出して示したものであり、軒桁もしくは妻梁4の上端にそって補強板Cの上端部を切り揃え、約5箇所ほど固定具αにて固定するものである。また、軒桁もしくは妻梁4が主柱1と交差する部分にも3箇所ほど固定するものである。
【0024】
図11は、補強板Cの下端部を補強板Cがたるみ無く基礎Eに固定するために用いられる、取付金具Hを示すものである。すなわち、この取付金具Hは長方形状の板状金属物からなり、下端部に下部下孔10を3箇所、上端部の略中央部分を切り欠き両サイドに舌片14を形成すると共に、舌片14に上部下孔11を2箇所形成し、さらには、取付金具Hの中心部に空洞孔12を、側部中央に切り欠き13をそれぞれ形成したものである。
【0025】
次にこの取付金具Hの使用方法を説明すると、まず図12(a)に示すように、補強板Cの下端にそれぞれ側から切り込み溝15を形成し、図12(b)に示すように、補強板Cの切り込み溝15に取付金具Hの舌片14を挿入する。そして図12(b)の矢印に示すように、取付金具Hの空洞孔12と切り欠き13を視点にして、取付金具Hをある程度折りたたむ。
【0026】
この状態で、図13に示すように、取付金具Hの真ん中の下部下孔10を介して、固定具αを用いて取付金具Hを基礎Eに仮止めする。次に図14(a)および図14(a)の断面図である図14(b)に示すように、取付金具Hの舌片14に形成した上部下孔11から下部下孔10にかけて、固定具αを挿入し、基礎Eに次第に打ちこんで固定する。そうすると、取付金具Hが次第に折りたたまれるとと同時に、補強板Cが引っ張られ、たわみなく補強板Cを固定することができるものである。
【0027】
なお、この取付金具Hは補強板Cの下部(通常は、高所作業にならないように基礎E側のみ取付金具Hを用いる)ばかりでなく、上部にも用いることができるものである。
【0028】
【発明の効果】
以上説明したように本発明に係る外壁修構造によれば、▲1▼新築時でも、改修時でも容易に壁の強度を向上させることができ、耐久性、耐震性に優れた建物とすることができる。▲2▼補強板は基礎に取り付けるので土台や柱等に一部腐食や強度状の弱点部があっても、それに影響されずに強度を向上することができる。▲3▼補強板は薄板状であるので、重ねても厚みや段差を気にせずとも、新規壁を容易に形成することができる。▲4▼補強板を金属製としたので、金属特有の引っ張りにつよく粘りがあるので、外圧が加わった際も建物が一気に破壊することがない。等の特徴、効果がある。
【図面の簡単な説明】
【図1】本発明に係る外壁構造の代表例を示す説明図である。
【図2】本発明に用いる補強板の例を示す説明図である。
【図3】本発明に用いる新規壁の例を示す説明図である。
【図4】新規壁のその他の例を示す説明図である。
【図5】本発明に係る外壁構造のその他の例を示す説明図である。
【図6】本発明に係る外壁構造のその他の例を示す説明図である。
【図7】本発明に係る外壁構造のその他の例を示す説明図である。
【図8】本発明に係る外壁構造のその他の例を示す説明図である。
【図9】補強板の取り付け方の例を示す説明図である。
【図10】補強板の取り付け方の例を示す説明図である。
【図11】補強板の取り付ける際に用いることができる取付金具の例を示す説明図である。
【図12】取付金具の取り付け方の例を示す説明図である。
【図13】取付金具の取り付け方の例を示す説明図である。
【図14】取付金具の取り付け方の例を示す説明図である。
【符号の説明】
α 固定具
β 開口部
A 躯体
B 既成壁
C 補強板
D 新規壁
E 基礎
F 役物
G 防水シート
H 取付金具
1 主柱
2 間柱
3 土台
4 軒桁もしくは妻梁
5 表面材
6 裏面材
7 芯材
8 胴縁
9 胴差し
10 下部下孔
11 上部下孔
12 空洞孔
13 切り欠き
14 舌片
15 切り込み溝
[0001]
[Industrial application fields]
The present invention relates to an outer wall structure at the time of renovation of an existing outer wall and at the time of new construction.
[0002]
[Prior art]
Conventionally, as this type of external wall structure, in the case of (1) renovation, a dry wall material was constructed directly on an existing wall of mortar or concrete or via a vertical trunk edge. (2) In the case of a new construction, it was a structure in which a dry wall material was simply constructed on the main pillar and the studs via a waterproof sheet and a vertical trunk edge.
[0003]
[Problems to be solved by the invention]
However, in such an outer wall structure, at the time of (1) refurbishment, existing pillars and foundations are partially corroded and may not exhibit the conventional strength, and this defect is difficult to see from the existing wall. In some cases, a new wall could not be found and a new wall was formed on the existing wall without knowing it. (2) In the new construction, the strength of the wall is improved by putting a gap between the pillars, but the wall magnification (the strength of the wall surface) is still insufficient.
[0004]
[Means for Solving the Problems]
In order to eliminate such drawbacks, the present invention provides a plurality of metal band-like reinforcing plates for reinforcing the strength from the foundation to the base, the girder, the eaves girder, or the twill beam that constitute the frame, and thereby, (1) ▼ When renovating an existing wall with a new wall, the strength of the entire building can be improved while renovating. (2) The present invention also proposes an outer wall structure that can easily improve the wall magnification even when a new building is constructed.
[0005]
【Example】
Hereinafter, an embodiment of the outer wall structure according to the present invention will be described in detail with reference to the drawings. 1A and 1B, A is a building frame, B is an existing wall, C is a reinforcing plate, D is a new wall, E is a foundation, and F is an accessory.
[0006]
As shown in FIG. 1B, the frame A is a general structure composed of a main pillar 1 extending in the vertical direction, an inter-column 2, and a base 3, eaves girder, or span beam 4 extending in the horizontal direction. Of course, these are names in buildings having a wooden structure, and in a steel structure, H-type steel, square steel, C-type steel, etc. are arranged at these positions. In addition, in FIG.1 (b), the existing wall B is shown with the dashed-dotted line for convenience, and is abbreviate | omitted.
[0007]
In addition, the existing wall B is formed of, for example, a wood slider, a waterproof sheet, a lath sheet, and a mortar wall material in this order on the outer surface of the casing A, or is provided with a torso edge on the casing A so as to be waterproof. Sheets, metal siding, ceramic siding, ALC panels, tiles, those made of dry wall materials such as PVC extrusion siding, etc., and other concrete walls.
[0008]
Further, as shown in FIGS. 1 (a) and 1 (b), the reinforcing plate C is diagonally arranged on the existing wall B from the foundation F to the eaves girder or the girder 4 via the base 3, the main pillar 1, and the inter-column 2. As shown in the figure, two or more are arranged so as to intersect with each other. The reinforcing plate C is fixed at the lower end with a fixture α such as a concrete nail, a concrete anchor, a concrete nail, a nail, or a screw screw, and its upper end is fixed to the eaves or the end beam 4 with the fixture α. It is to be fixed. Of course, the strength can be further improved by fixing the main pillar 1, the intermediate pillar 2, and the base 3 crossing the reinforcing plate C with the fixture α.
[0009]
By providing the reinforcing plate C, it has the function of bracing that improves the strength of the old frame A and the existing wall B, and part of the main pillar 1, the intermediate pillar 2, and the base 3 are corroded. Even if there is a weak point in strength, it also has a function to compensate for it.
[0010]
1 (a) and 1 (b) show the outer wall structure at the time of renovation. At the time of new construction, only the existing wall B does not exist in FIGS. 1 (a) and (b). It becomes a similar structure, and by arranging the reinforcing plate C on the housing A at the time of new construction, the wall magnification can be easily improved, and a building having excellent durability and earthquake resistance can be obtained.
[0011]
Further, as shown in FIG. 2, the reinforcing plate C is, for example, a narrow and long thin metal plate (steel, stainless steel, titanium, aluminum / zinc alloy plated steel plate, enamel steel plate, clad steel plate, laminate (vinyl chloride steel plate, etc.)). Steel plates, sandwich steel plates, galvalume steel plates, etc.) and are made of metal strips.
[0012]
By making the reinforcing plate C made of metal, the wall magnification can be greatly improved due to the inherent stickiness and tensile strength of the metal, and by making the reinforcing plate C into a thin plate shape, the reinforcing plate C is doubled. Even if they are arranged in triplicate, the new wall can be directly constructed without disturbing its thickness.
[0013]
The new wall D is made of a metal siding material, or a dry outer wall material made of a ceramic siding material, a PVC extrusion siding material, an ALC panel, a tile, a metal panel, etc., and particularly from a metal thin plate as shown in FIG. A metal siding in which a core material 7 made of a synthetic resin foam is sandwiched between a surface material 5 and a back material 6 made of a sheet-like material is preferable because it is lightweight and excellent in strength and easy to construct.
[0014]
In addition, as shown in FIGS. 1A and 1B, the new wall D is directly connected to the main pillar 1 from the reinforcing plate C and the existing wall B at the time of renovation and directly from above the reinforcing plate C at the time of new construction. , Which are sequentially attached to the housing A such as the intermediary pillar 2 via the fixture α, and further improve the design, heat insulation, soundproofing, fireproofing, etc., with many exterior surfaces of the building. Of course, when the new wall D is formed, an accessory F such as a drainer, a starter, a stop edge, a joiner, a protruding corner, an entering corner, or the like is disposed as necessary.
[0015]
Next, the construction method of the outer wall structure according to the present invention will be described. First, as shown in FIGS. 1 (a) and 1 (b), on the existing wall B made of a mortar wall or the like for renovation, on the frame A for new construction, a long length as shown in FIG. Two strip-shaped reinforcing plates C are arranged so as to cross diagonally from the four corners of the wall surface of the building, and the lower end portion of the reinforcing plate C is set to the base E and the upper end portion is attached to the eaves girder or the girder 4 by the fixture α. Fix each one. And the part of the main pillar 1, the cross pillar 2, and the base 3 which cross | intersect the reinforcement board C is each fixed with the fixing tool (alpha), and the intensity | strength of the housing A and the existing wall B is reinforced and improved.
[0016]
Then, a new wall D made of a metal siding material as shown in FIG. 3 is sequentially attached and constructed from the reinforcing plate C to the housing A such as the main column 1 and the inter-column 2 using a fixture α such as a nail. It is. In addition, a cosmetic mortar and a makeup spraying material can be constructed on the lower end of the reinforcing plate C appearing on the surface of the foundation E and the foundation E, and concealed inside to improve the beauty.
[0017]
What has been described above is one embodiment of the outer wall structure according to the present invention, and the structure shown in FIGS. 4 to 14 or each member can be used.
[0018]
That is, FIGS. 4A to 4F show other examples of dry wall materials used for the new wall D, FIGS. 4A to 4C are metal siding, and FIG. PVC siding (formed with hard resin surface material 5), FIGS. 4 (e) and 4 (f) show cross-sectional shapes of ceramic siding.
[0019]
5A is an example in which a waterproof sheet G is interposed between the reinforcing plate C and the new wall D, and FIG. 5B is an attachment base of the new wall D between the reinforcing plate C and the new wall D. FIG. 6 shows an example in which the trunk edge 8 is interposed, and FIG. 6 shows an example in which the new wall D is a vertically stretched dry wall material.
[0020]
FIG. 7A shows the number of reinforcing plates C arbitrarily increased depending on the area of the existing wall B to be repaired. FIG. 7B shows an example of the arrangement of the reinforcing plate C when the existing wall B to be repaired has openings β such as windows and entrances. The reinforcing plates C are provided on the left and right of the opening β. By arranging the reinforcing plates C extending horizontally at the upper and lower portions of the opening β, the strength can be improved even if the existing wall B has the opening β. is there.
[0021]
FIG. 8 shows an example when the building has two or more floors. When the building has two or more floors, a case A in which a torso 9 is interposed between the base 3 and the eaves girder or the girder 4 is shown. It is an example which shows the structure of. In FIG. 7 and FIG. 8, the existing wall B is indicated by a one-dot chain line for convenience, and the existing wall B does not exist at the time of new construction.
[0022]
FIG. 9 shows how to fix the portion where the reinforcing plate C intersects the casing A extending in the vertical direction. For example, in the case of the main pillar 1 having a width as shown in FIG. A three-point fixture α is placed. Further, in the case of the narrow pillar 2 as shown in FIG. 9B, the two fixtures α are respectively fixed in the vertical direction.
[0023]
FIG. 10 shows a portion where the upper end portion of the reinforcing plate C is fixed to the eaves girder or the cross beam 4 of the frame A. The upper end portions are cut out and about 5 places are fixed by the fixing tool α. In addition, the eaves girder or the girder 4 is fixed to about three places where the main pillar 1 intersects.
[0024]
FIG. 11 shows a mounting bracket H used for fixing the lower end portion of the reinforcing plate C to the foundation E without the slack of the reinforcing plate C. That is, the mounting bracket H is made of a rectangular plate-shaped metal object, has three lower lower holes 10 at the lower end portion, cuts out a substantially central portion of the upper end portion, and forms tongue pieces 14 on both sides. 14, two upper lower holes 11 are formed, and further, a hollow hole 12 is formed at the center of the mounting bracket H, and a notch 13 is formed at the center of the side.
[0025]
Next, how to use the mounting bracket H will be described. First, as shown in FIG. 12 (a), cut grooves 15 are formed on the lower end of the reinforcing plate C from the respective sides, and as shown in FIG. 12 (b), The tongue piece 14 of the mounting bracket H is inserted into the cut groove 15 of the reinforcing plate C. Then, as shown by the arrow in FIG. 12B, the mounting bracket H is folded to some extent from the viewpoint of the hollow hole 12 and the notch 13 of the mounting bracket H.
[0026]
In this state, as shown in FIG. 13, the mounting bracket H is temporarily fixed to the foundation E using the fixture α through the lower lower hole 10 in the middle of the mounting bracket H. Next, as shown in FIG. 14 (a) and FIG. 14 (b) which is a cross-sectional view of FIG. 14 (a), fixing is performed from the upper lower hole 11 formed in the tongue piece 14 of the mounting bracket H to the lower lower hole 10. Insert the tool α and gradually push it into the foundation E to fix it. Then, at the same time that the mounting bracket H is gradually folded, the reinforcing plate C is pulled, and the reinforcing plate C can be fixed without bending.
[0027]
The mounting bracket H can be used not only at the lower portion of the reinforcing plate C (usually, the mounting bracket H is used only on the foundation E side so as not to work at a high place) but also at the upper portion.
[0028]
【The invention's effect】
As described above, according to the outer wall repair structure according to the present invention, (1) it is possible to easily improve the strength of the wall at the time of new construction or at the time of repair, and to make the building excellent in durability and earthquake resistance. Can do. {Circle around (2)} Since the reinforcing plate is attached to the foundation, the strength can be improved without being affected by even a portion of the base or pillar having corrosion or strength weak points. {Circle around (3)} Since the reinforcing plate is thin, a new wall can be easily formed without worrying about the thickness or level difference even when stacked. (4) Since the reinforcing plate is made of metal, the building is not destroyed at a stretch even when external pressure is applied, because the tension unique to the metal is strong. There are features and effects.
[Brief description of the drawings]
FIG. 1 is an explanatory view showing a typical example of an outer wall structure according to the present invention.
FIG. 2 is an explanatory view showing an example of a reinforcing plate used in the present invention.
FIG. 3 is an explanatory view showing an example of a new wall used in the present invention.
FIG. 4 is an explanatory diagram showing another example of a new wall.
FIG. 5 is an explanatory view showing another example of the outer wall structure according to the present invention.
FIG. 6 is an explanatory view showing another example of the outer wall structure according to the present invention.
FIG. 7 is an explanatory view showing another example of the outer wall structure according to the present invention.
FIG. 8 is an explanatory view showing another example of the outer wall structure according to the present invention.
FIG. 9 is an explanatory diagram showing an example of how to attach a reinforcing plate.
FIG. 10 is an explanatory diagram showing an example of how to attach a reinforcing plate.
FIG. 11 is an explanatory view showing an example of a mounting bracket that can be used when mounting a reinforcing plate.
FIG. 12 is an explanatory diagram showing an example of how to attach the mounting bracket.
FIG. 13 is an explanatory view showing an example of how to attach the mounting bracket.
FIG. 14 is an explanatory view showing an example of how to attach the mounting bracket.
[Explanation of symbols]
α Fixture β Opening A Housing B Prefabricated wall C Reinforcement plate D New wall E Foundation F Property G Waterproof sheet H Mounting bracket 1 Main column 2 Interstitial column 3 Base beam eaves or girder 5 Surface material 6 Back surface material 7 Core material 8 Body edge 9 Body insertion 10 Lower lower hole 11 Upper lower hole 12 Hollow hole 13 Notch 14 Tongue piece 15 Notch groove

Claims (2)

既存壁上に建築、構築物の基礎から軒桁もしくは妻梁に、斜めに伸びる金属帯状の補強板が配設され、少なくとも該補強板の上端部は既存壁を介して軒桁もしくは妻梁に固定されていると共に、下端部は基礎に固定され、さらには、該補強板上に既存壁を覆うように新規壁が形成されていることを特徴とする外壁構造。On the existing wall, there is a metal strip-shaped reinforcing plate that extends diagonally from the foundation of the building or structure to the eaves girder or the end beam, and at least the upper end of the reinforcing plate is fixed to the eaves girder or the end beam via the existing wall. The outer wall structure is characterized in that a lower end is fixed to a foundation, and a new wall is formed on the reinforcing plate so as to cover the existing wall. 建築、構築物の基礎から軒桁もしくは妻梁に、斜めに伸びる金属帯状の補強板が配設され、少なくとも該補強板の上端部は軒桁もしくは妻梁に固定されていると共に、下端部は基礎に固定され、さらには、該補強板上に壁が形成されていることを特徴とする外壁構造。A metal band-shaped reinforcing plate extending obliquely from the foundation of the building or structure to the eaves or the twill beam is disposed, and at least the upper end of the reinforcing plate is fixed to the eaves or the end beam, and the lower end is the foundation The outer wall structure is characterized in that a wall is formed on the reinforcing plate.
JP19780496A 1996-07-26 1996-07-26 Exterior wall structure Expired - Fee Related JP3719549B2 (en)

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JP19780496A JP3719549B2 (en) 1996-07-26 1996-07-26 Exterior wall structure

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Application Number Priority Date Filing Date Title
JP19780496A JP3719549B2 (en) 1996-07-26 1996-07-26 Exterior wall structure

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JP3719549B2 true JP3719549B2 (en) 2005-11-24

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JP4684886B2 (en) * 2005-12-27 2011-05-18 ニチハ株式会社 Exterior wall reforming structure and construction method of exterior wall for reforming
JP6079446B2 (en) * 2013-06-03 2017-02-15 積水ハウス株式会社 Bearing walls and houses

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