JPH08270179A - Outer wall improving structure - Google Patents

Outer wall improving structure

Info

Publication number
JPH08270179A
JPH08270179A JP7103795A JP7103795A JPH08270179A JP H08270179 A JPH08270179 A JP H08270179A JP 7103795 A JP7103795 A JP 7103795A JP 7103795 A JP7103795 A JP 7103795A JP H08270179 A JPH08270179 A JP H08270179A
Authority
JP
Japan
Prior art keywords
wall
existing
building
heat insulating
insulating layer
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
JP7103795A
Other languages
Japanese (ja)
Inventor
Hiroyuki Umetsu
浩之 梅津
Takahiro Hoshikawa
貴裕 星川
Hideki Takiguchi
英喜 滝口
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.)
IG Technical Research Inc
Original Assignee
IG Technical Research Inc
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 IG Technical Research Inc filed Critical IG Technical Research Inc
Priority to JP7103795A priority Critical patent/JPH08270179A/en
Publication of JPH08270179A publication Critical patent/JPH08270179A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To improve an outer wall of a building while enhancing the entire frame strength and heat insulation of the building. CONSTITUTION: A reinforcing member C connecting a base 3 and a ridge beam or a gable beam 4 which constitute an existing building A so as to reinforce the strength of the building A is diagonally laid on an existing exterior wall B, and is secured to the building. With this arrangement, the entire strength of the building can be enhanced, and a heat insulating layer D is applied on the reinforcing member C so as to make the outer surface flat and to enhance the heat insulation. Further, a new exterior wall E is formed on the heat insulating layer D.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は建築、構築物の既存外壁
面を新規外壁で改修するための構造に関するものであ
り、さらに詳しくは、古くなった既存の躯体、既存外壁
面の強度を向上する補強板を配設して、建物の強度を向
上させると共に、断熱材を充填して断熱性を向上させた
後に乾式壁材からなる新規外壁を表面に形成した改修の
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 structure for repairing an existing outer wall surface of a building or a structure with a new outer wall, and more specifically, to improve the strength of an existing old skeleton body or existing outer wall surface. The present invention relates to a repair structure in which a reinforcing plate is arranged to improve the strength of a building, and a heat insulating material is filled to improve the heat insulating property, and then a new outer wall made of a dry type wall material is formed on the surface.

【0002】[0002]

【従来の技術】従来、この種の外壁改修としては、古く
なった既存の外壁をすべて撤去して、既存の躯体や胴縁
等の壁下地材に新規外壁を形成する構造や、既存の外壁
材上に直に、もしくは、新規胴縁や防水シートを介して
新規外壁を取り付ける構造が一般的であった。
2. Description of the Related Art Conventionally, this kind of outer wall repair has been performed by removing all the existing old outer walls and forming a new outer wall on a wall base material such as an existing skeleton or furring strip, or an existing outer wall. The structure in which a new outer wall is attached directly to the material or through a new furring strip or a waterproof sheet has been common.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、このよ
うな改修では古くなった既存の外壁と新規外壁を交換す
ることや、傷んだ既存の外壁上に新規外壁を形成して、
既存外壁を隠蔽することの技術思想のみであり、古くな
った建物の既存の躯体、あるいは既存外壁を補強し、強
度を向上させる技術思想は全く考慮に入れられていなか
った。このため、改修後の建物の躯体には負担が係り、
強度的に弱く、特に耐震性に極端に劣り、地震等の発生
で新規外壁が脱落したり、躯体の破損、建物の崩壊等の
被害が発生することもあった。また、断熱性も十分であ
るとは言えなかった。
However, in such a repair, the old outer wall that has become old and the new outer wall are replaced, or the new outer wall is formed on the existing outer wall that has been damaged.
It is only the technical idea of hiding the existing outer wall, and the technical idea of reinforcing the existing frame of the old building or the existing outer wall to improve the strength has not been taken into consideration at all. For this reason, the structure of the building after the repair is burdened,
It was weak in strength, particularly inferior in earthquake resistance, and sometimes new outer walls fell off due to the occurrence of earthquakes, damage to the skeleton, collapse of buildings, and the like. Moreover, it cannot be said that the heat insulating property is sufficient.

【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、既存の外壁面を新規外壁で改修する前
に、既存の躯体を構成する土台、胴差し、棟桁もしくは
妻梁の間を連結し、強度を補強する補強材を、既存外壁
面上から配設し、既存の躯体に固定することにより建物
全体の強度を向上させると共に、補強材上に外表面が平
らになるように断熱層を配し、補強材を使用したことに
よる表面のガタツキ、凹凸をなくし、断熱層上に新規外
壁を形成した外壁改修構造を提案するものである。
In order to eliminate such drawbacks, the present invention provides a foundation, a girder, a girder or a gable beam which constitutes an existing skeleton before the existing outer wall is refurbished with a new outer wall. By connecting the space between them, a reinforcing material that reinforces the strength is arranged from the existing outer wall surface, and by fixing it to the existing frame, the strength of the entire building is improved and the outer surface becomes flat on the reinforcing material. As described above, the present invention proposes an outer wall repair structure in which a new outer wall is formed on the heat insulating layer by eliminating the rattling and unevenness of the surface due to the use of the reinforcing material by disposing the heat insulating layer.

【0005】[0005]

【実施例】以下に図面を用いて本発明に係る外壁改修構
造の一実施例について詳細に説明する。図1(a)、
(b)は上記外壁改修構造の一例を示す説明図であり、
Aは既存建物の躯体、Bは既存外壁、Cは補強材、Dは
断熱層、Eは新規外壁、Fは基礎、Gは役物である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the outer wall repair structure according to the present invention will be described in detail below with reference to the drawings. FIG. 1 (a),
(B) is explanatory drawing which shows an example of the said outer wall repair structure,
A is the frame of an existing building, B is an existing outer wall, C is a reinforcing material, D is a heat insulating layer, E is a new outer wall, F is a foundation, and G is an accessory.

【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)では便宜上既存外壁Bを一点鎖線で示し省略し
てあるものである。
As shown in FIG. 1 (b), the skeleton A is a general structure composed of a vertically extending main pillar 1, a stud 2, and a horizontally extending base 3, eaves girder or gable beam 4. Is. Of course, these are names of buildings having a wooden structure, and in a steel frame structure, H-shaped steel material, square steel material, C-shaped steel material, etc. are arranged at these positions. Note that, in FIG. 1B, the existing outer wall B is shown by a chain line and omitted for convenience.

【0007】また、既存外壁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、金属系サイディン
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である。
The existing outer wall B is composed of a mortar wall which is constructed by arranging wood sludge, a waterproof sheet, a lath sheet and a mortar wall material in this order on the outer surface of the skeleton A, or
A furring strip is provided on the skeleton A, and is composed of a waterproof sheet, a metal siding, a ceramic siding, an ALC panel, a tile, a dry wall material such as a vinyl chloride extrusion siding, and the like.

【0008】さらに、補強材Cは図1に示すように既存
外壁B上に土台3から軒桁もしくは妻梁4にかけて斜め
に一本以上配設されるものであり、既存外壁Bを介して
躯体Aを構成する少なくとも土台3、軒桁もしくは妻梁
4に、釘、スクリュービス、テクス、アンカー、アンカ
ーボルト等の固定具αによって取り付け、古くなった躯
体Aおよび既存外壁Bの強度を向上する筋交いの機能
と、既存外壁Bがタイル、レンガ等であった際には脱落
防止の機能を有するものである。また、その固定は図2
(b)に拡大して示すように、固定具αにより水平方向
にのびる躯体A(図では軒桁もしくは妻梁4)と、垂直
方向にのびる躯体A(図では主柱1)の、それぞれ少な
くとも1ヶ所以上固定するのが、筋交いとしての効果を
発揮する上で好ましいものである。
Further, as shown in FIG. 1, one or more reinforcing members C are arranged obliquely on the existing outer wall B from the base 3 to the eaves girder or the girder 4, and the skeleton is provided through the existing outer wall B. Attached to at least the base 3, the eaves girder, or the girder 4 constituting A by a fixture α such as a nail, a screw screw, a tex, an anchor, or an anchor bolt, and a brace for improving the strength of the old frame A and the existing outer wall B. And the function of preventing falling when the existing outer wall B is a tile, brick, or the like. Moreover, the fixation is shown in FIG.
As shown in an enlarged view in (b), at least the skeleton A (horizontal girder or girder 4 in the figure) extending in the horizontal direction by the fixture α and the skeleton A (main pillar 1 in the figure) extending in the vertical direction, respectively, at least. Fixing at one or more places is preferable in order to exert the effect as a brace.

【0009】また、補強材Cは図2(a)に示すよう
に、例えば幅狭の長尺薄板状の鋼材、カラー鋼板、アル
ミ鋼板等の各種金属薄板やこれらの複合体、もしくは繊
維強化樹脂等の金属帯状物もしくは線状物からなるもの
であり、図1に示すように、少なくとも躯体Aを構成
し、水平方向に伸びる土台3、軒桁もしくは妻梁4を連
結するように配設、固定し、建物の躯体強度を向上させ
るものである。さらに、図1に示すように補強材Cは、
既存外壁Bの対角を互いにクロスするように筋交い的に
配設した方が強度的に好ましく、勿論、垂直方向に伸び
る主柱1、間柱2にも固定具αを用いて、補強材Cを固
定することもできるものである。
As shown in FIG. 2 (a), the reinforcing material C is, for example, a narrow and long thin plate-shaped steel material, various metal thin plates such as a color steel plate and an aluminum steel plate, a composite of these, or a fiber reinforced resin. 1 and the like, which is made of a metal strip or a linear material, and constitutes at least the skeleton A, and is arranged so as to connect the base 3, the eaves girder, or the girder 4 extending in the horizontal direction, It is fixed to improve the strength of the building frame. Further, as shown in FIG. 1, the reinforcing material C is
It is preferable from the viewpoint of strength that the existing outer walls B are diagonally arranged so as to cross each other, and of course, the reinforcing material C is also attached to the main pillars 1 and the studs 2 extending in the vertical direction by using the fixing tool α. It can also be fixed.

【0010】断熱層Dは図1に示すように補強材C上に
形成するものであり、構造全体の断熱性能、気密性能の
向上や補強材Cを金属製とした際に、温度差により補強
材Cに結露が発生するのを防止するものである。また、
断熱層Dは補強材C自体の厚みや補強材C同士の重なり
により、既存外壁Bの面と段差が生じてしまうので、こ
の段差を断熱層Dを配設することにより解消し、表面を
平らにするので、後記する新規外壁Eの施工を容易に
し、張り上がり面をフラットなものにするものである。
The heat insulating layer D is formed on the reinforcing material C as shown in FIG. 1, and when the reinforcing material C is made of metal, it is reinforced by a temperature difference when the heat insulating performance and airtightness of the entire structure are improved. This is to prevent dew condensation on the material C. Also,
Since the heat insulating layer D has a step with the surface of the existing outer wall B due to the thickness of the reinforcing material C itself or the overlapping of the reinforcing materials C, the step is eliminated by disposing the heat insulating layer D, and the surface is flattened. Therefore, the construction of the new outer wall E, which will be described later, is facilitated and the rising surface is made flat.

【0011】断熱層Dの形成は例えば図3に示すような
ポリウレタン、ポリイソシアヌレート、フェノール、塩
化ビニル、ポリエチレン、ポリスチレン等の合成樹脂発
泡体や、石膏ボード、ロックウールボード、ガラス繊
維、シージングボード等の無機材ボード等のボード状パ
ネルを順次張り合わせて形成することもできるが、特に
現場吹き付け発泡型の合成樹脂を用いるのが好ましいも
のである。
The heat insulating layer D is formed by, for example, synthetic resin foam such as polyurethane, polyisocyanurate, phenol, vinyl chloride, polyethylene, polystyrene as shown in FIG. 3, gypsum board, rock wool board, glass fiber, sheathing board. It is also possible to sequentially form board-shaped panels such as an inorganic board and the like, but it is particularly preferable to use an on-site blown foam type synthetic resin.

【0012】すなわち、断熱層Dを現場吹き付け発泡型
の合成樹脂とした際には、その素材としては硬質のウレ
タンフォーム、もしくは難燃2級、3級(JIS−A−
1321)合格品のフェノール+イソシアネート+難撚
材を用いることもできる。勿論、ノンフロンの合成樹脂
を用いると共に、フェノールにより難燃化を図ったもの
である。また、断熱層Dを現場吹き付け発泡型の合成樹
脂とすることで、補強材Cの厚みによる段差の解消を容
易に行うことができ、しかも、狭い場所にも吹き付け発
泡できるのでより一層の気密化と断熱化を図ることがで
き、さらに、施工が容易で、コストの節減になるもので
ある。
That is, when the heat-insulating layer D is made of in-situ blown foam type synthetic resin, the material thereof is hard urethane foam, or flame retardant class 2 or class 3 (JIS-A-).
1321) Phenol + isocyanate + difficult-to-twist material that has passed can also be used. Of course, a non-CFC synthetic resin is used, and flame retardant is achieved with phenol. Further, when the heat insulating layer D is made of in-situ blown foam type synthetic resin, it is possible to easily eliminate the step due to the thickness of the reinforcing material C, and further, to blow and foam even in a narrow place so that the airtightness is further improved. Insulation can be achieved, and the construction is easy and the cost is reduced.

【0013】新規外壁Eは金属系サイディング材、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4に示すような、金
属薄板からなる表面材5と金属薄板もしくはシート状物
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系サイディング材が軽量で強度
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。
The new outer wall E is made of a metal type siding material or a dry type outer wall material made of ceramic siding material, PVC extruded siding material, ALC panel, tile, metal panel, etc. , A core material 7 made of synthetic resin foam made up of a front surface material 5 made of a thin metal plate and a back surface material 6 made of a thin metal plate or sheet.
The metal-based siding material sandwiched by is preferable because it is lightweight, has excellent strength, and is easy to construct.

【0014】また、新規外壁Eは図1に示すように断熱
層D上から直接、固定具αを介して躯体Aに順次取り付
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
規外壁Eを形成する際には、水切り、スタータ、止縁、
ジョイナ、出入隅等の役物Gを必要に応じて配設するも
のである。
Further, as shown in FIG. 1, the new outer wall E is directly attached on the heat insulating layer D directly to the skeleton A via the fixing tool α, and has a large outer surface of the building, which is aesthetic, heat insulating and soundproof. In addition, the fireproof property is further improved. Of course, when forming the new outer wall E, drainer, starter, toe,
The accessory G such as a joiner and a corner for entering and exiting is arranged as necessary.

【0015】次に、本発明に係る外壁改修構造の施工方
法について簡単に説明する。先ず、図1に示すように、
モルタル壁等からなる既存外壁B上に図2(a)に示す
ような長尺帯状の補強材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、土台3、軒桁もしくは妻梁4をそれぞれ連結し、既
存の躯体Aおよび既存外壁Bの強度を補強し、向上させ
る。
Next, a method of constructing the outer wall repair structure according to the present invention will be briefly described. First, as shown in FIG.
On the existing outer wall B composed of a mortar wall or the like, two long strip-shaped reinforcing members C as shown in FIG. 2 (a) are arranged so as to cross diagonally from the four corners of the wall surface of the building, and by the fixture α, The base 3, the eaves girders, or the girders 4 are connected to each other to reinforce and improve the strength of the existing frame A and the existing outer wall B.

【0016】そして、補強材C上に現場発泡型合成樹脂
を表面が平らになるように吹き付け、発泡させて断熱層
Dを形成する。最後に金属系サイディング材からなる新
規外壁Eを断熱層D上から釘等の固定具αを用いて、順
次取り付け、施工するものである。
Then, an in-situ foaming synthetic resin is sprayed onto the reinforcing material C so that the surface becomes flat and foamed to form the heat insulating layer D. Finally, a new outer wall E made of a metal-based siding material is sequentially mounted on the heat insulation layer D by using a fixing tool α such as a nail, and then constructed.

【0017】以上説明したのは、本発明に係る外壁改修
構造の一実施例であり、図5〜図13に示すような改修
構造としたり、改修ための部材を用いることもできる。
What has been described above is one embodiment of the outer wall repairing structure according to the present invention, and it is also possible to use a repairing structure as shown in FIGS. 5 to 13 or to use a member for repairing.

【0018】すなわち、図5〜図7は本発明に係る外壁
改修構造のその他の実施例を示す説明図であり、図5
(a)は改修する既存外壁Bの面積の広さによって、補
強材Cの数を任意に増やしたものである。この際、斜め
に伸びる補強材Cはその長手方向(図では縦方向)の長
さをl1、幅方向(図では横方向)の長さをl2とする
とl1:l2=3:1を越えない程度に配設するのが強
度的に好ましく、この値以内にすることで筋交いの効果
を最も発揮するものである。
That is, FIGS. 5 to 7 are explanatory views showing another embodiment of the outer wall repair structure according to the present invention.
(A) shows that the number of reinforcing materials C is arbitrarily increased depending on the area of the existing outer wall B to be refurbished. At this time, the diagonally extending reinforcing material C does not exceed l1: l2 = 3: 1 when the length in the longitudinal direction (vertical direction in the drawing) is l1 and the length in the width direction (horizontal direction in the drawing) is l2. It is preferable to dispose them in a certain degree in terms of strength, and if it is within this range, the effect of bracing is most exerted.

【0019】また、図5(b)は改修する既存外壁Bに
窓、玄関等の開口部βが存在する際の補強材Cの配設例
を示したものであり、開口部βの左右に補強材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
びる補強材Cを配設して、左右の補強材C同士を連結す
ることで、既存外壁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。なお、図では補強材
Cの端部を折り返すことによって、補強材Cの引っ張り
強度を向上したものである。
FIG. 5 (b) shows an example of the arrangement of the reinforcing material C when the existing outer wall B to be repaired has an opening β such as a window or entrance, and reinforcement is provided to the left and right of the opening β. By arranging the materials C so as to intersect with each other, by arranging the reinforcing materials C that extend horizontally also in the upper and lower portions of the opening β, and connecting the left and right reinforcing materials C to each other, the opening β is formed in the existing outer wall B. The strength can be improved even in the presence of. In the figure, the tensile strength of the reinforcing material C is improved by folding back the end portion of the reinforcing material C.

【0020】図6は建物が2階建て以上の場合の例を示
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8が介在する躯体Aの
構造を示す例である。その際は、図に示す以外にも、胴
差し8と土台3と軒桁もしくは妻梁4とを補強材Cによ
り連結しても良いものである。なお、図5、図6におい
ては既存外壁Bを便宜上一点鎖線で示したものである。
FIG. 6 shows an example of a case where the building has two or more floors. When the building has two or more floors, a girder 8 is interposed between the base 3 and the eaves girder or gable beam 4. It is an example which shows the structure of the body A which does. In that case, other than the one shown in the drawing, the body insert 8, the base 3, the eaves girder or the girder 4 may be connected by the reinforcing material C. Note that, in FIGS. 5 and 6, the existing outer wall B is shown by a dashed line for convenience.

【0021】図7は断熱層Dと新規外壁Eとの間に防水
シートHを介在し防水性能の向上を図った例である。
FIG. 7 shows an example in which a waterproof sheet H is interposed between the heat insulating layer D and the new outer wall E to improve the waterproof performance.

【0022】図8は補強材Cの変形例であり、(a)図
は断面をL字状に、(b)図はコ字状に、(c)図は凸
状を形成、(d)図は断面ハット状に、(e)図は中空
角形にそれぞれ形成したものであり、いずれも平板状の
補強板Cと比較して強度を向上させたものである。
FIG. 8 shows a modified example of the reinforcing material C. FIG. 8 (a) is L-shaped in cross section, FIG. 8 (b) is U-shaped, and FIG. 8 (c) is convex. The figure shows a hat-shaped cross section, and the figure (e) shows a hollow prism, both of which have higher strength than the flat reinforcing plate C.

【0023】また、図9は補強材Cとしてターンバック
ルを用いた例であり、図9(a)に示すように両端に設
けられた固定部9と、長尺の鋼材、ワイヤー等からなる
接続部10と、接続部10同士を締結する調節部11と
から構成される補強材Cの例である。
Further, FIG. 9 shows an example in which a turnbuckle is used as the reinforcing material C. As shown in FIG. 9A, the fixing portions 9 provided at both ends are connected to each other by a long steel material, a wire or the like. It is an example of a reinforcing member C including a portion 10 and an adjusting portion 11 that fastens the connecting portions 10 to each other.

【0024】すなわち、図10(a)、(b)に示すよ
うに固定部9は、図9(b)、(c)に示すような固定
具αを用いて既存外壁B上から既存外壁Bを介して躯体
Aに固定される部分であり、必要に応じて固定孔9aを
有するものである。接続部10は長尺状の鋼材、ワイヤ
ー等からなり、固定部9と調節部11とを接続するもの
で、内方にねじ山10aを有するものである。調節部1
1は、接続部10のねじ山10aと嵌合するもので、調
節部11にはネジ溝が切ってあるもので、調節部11を
回転することにより補強材C全体の長さを調節するもの
である。
That is, as shown in FIGS. 10 (a) and 10 (b), the fixing portion 9 is fixed to the existing outer wall B from above the existing outer wall B by using the fixing tool α as shown in FIGS. 9 (b) and 9 (c). It is a part fixed to the skeleton A through the, and has a fixing hole 9a as necessary. The connecting portion 10 is made of a long steel material, a wire, or the like, connects the fixing portion 9 and the adjusting portion 11, and has a screw thread 10a inside. Adjustment unit 1
Reference numeral 1 is for fitting with the thread 10a of the connecting portion 10, and the adjusting portion 11 is provided with a thread groove. By rotating the adjusting portion 11, the length of the entire reinforcing material C is adjusted. Is.

【0025】なお、それぞれ交差する補強材Cの調節部
11の回転の程度を調節することにより、既存の躯体A
が歪んでいたり、斜めに斜行していたりしても、垂直に
調整、修正することが可能なものである。なお、図10
(b)においては便宜上既存外壁Bを一点鎖線で省略し
て示している。
By adjusting the degree of rotation of the adjusting portions 11 of the reinforcing members C that intersect with each other, the existing frame A can be adjusted.
It is possible to adjust and correct vertically even if is distorted or skewed. Note that FIG.
In (b), for convenience, the existing outer wall B is omitted by a dashed line.

【0026】さらに図11(a)〜(j)は補強材Cを
ターンバックルとした際の変形例を示すものである。ま
た、図12(a)〜(p)はターンバックルを固定する
固定具αの変形例を示すものである。
Further, FIGS. 11 (a) to 11 (j) show a modification in which the reinforcing material C is used as a turnbuckle. 12 (a) to 12 (p) show a modified example of the fixing tool α for fixing the turnbuckle.

【0027】図13(a)〜(f)は新規外壁E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13
(a)〜(c)は金属系サイディング材、図13(d)
は塩ビサイディング材、図13(e)、(f)は窯業系
サイディング材の断面形状を示すものである。勿論、こ
れらの部材を各々組み合わせた改修構造とすることもで
きるものである。
13 (a) to 13 (f) show another example of the dry type wall material used for the new outer wall E.
(A)-(c) are metal siding materials, FIG.13 (d).
Shows a cross-sectional shape of a PVC siding material, and FIGS. 13 (e) and 13 (f) show sectional shapes of a ceramic siding material. Of course, it is also possible to provide a repair structure in which these members are combined.

【0028】[0028]

【発明の効果】以上説明したように本発明に係る外壁改
修構造によれば、既存の躯体もしくは既存の外壁の強
度を補強する補強材を、既存外壁上から少なくとも土
台、棟桁もしくは妻梁のいずれか2つ以上を連結するよ
うに配設するので、建物全体の強度を向上させ、水平方
向の荷重に強く地震等の振動や、台風等の外圧に強い構
造となる。既存外壁を解体する必要がないので、施工
工数を省略できると共に、工期を大幅に短縮することが
でき、しかも施工中の居住に何等支障を来さない。既
存外壁上に新規外壁を形成するので、施工が簡単でコス
トを節約できる。既存外壁と新規外壁の2重壁構造と
なり、断熱性、防音性、防火性に富む構造となる。既
存外壁と新規外壁の間に断熱層を充填したので、断熱性
に富む構造となると共に、補強材Cを金属製としても、
温度差による結露の発生を防止することができる。断
熱層形成後は外表面は平らになるので、補強材を配設し
たことによる段差を解消し、新規壁材の形成が容易にな
るとと共に、新規外壁の張り上がり表面がフラットとな
り、意匠性を阻害しない。等の特徴、効果がある。
As described above, according to the outer wall repairing structure of the present invention, the reinforcing material for reinforcing the strength of the existing frame or existing outer wall is provided on at least the foundation, girder or gable beam from above the existing outer wall. Since two or more of them are arranged so as to be connected to each other, the strength of the entire building is improved, and the structure is strong against horizontal loads and strong against vibrations such as earthquakes and external pressure such as typhoons. Since it is not necessary to dismantle the existing outer wall, the number of construction steps can be omitted, the construction period can be greatly shortened, and there is no hindrance to living during construction. Since the new outer wall is formed on the existing outer wall, the construction is easy and the cost can be saved. It has a double wall structure consisting of an existing outer wall and a new outer wall, and has a structure with excellent heat insulation, soundproofing, and fireproofing. Since the heat insulating layer is filled between the existing outer wall and the new outer wall, the structure has a high heat insulating property, and even if the reinforcing material C is made of metal,
It is possible to prevent the occurrence of dew condensation due to the temperature difference. Since the outer surface becomes flat after the heat insulation layer is formed, the step due to the reinforcement material is eliminated, making it easy to form a new wall material, and the new outer wall's rising surface becomes flat, which improves the design. Do not block. There are characteristics and effects.

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

【図1】本発明に係る外壁改修構造の代表例を示す説明
図である。
FIG. 1 is an explanatory view showing a typical example of an outer wall repairing structure according to the present invention.

【図2】本発明に用いる補強材の例を示す説明図であ
る。
FIG. 2 is an explanatory diagram showing an example of a reinforcing material used in the present invention.

【図3】本発明に用いる断熱層の例を示す説明図であ
る。
FIG. 3 is an explanatory diagram showing an example of a heat insulating layer used in the present invention.

【図4】本発明に用いる新規外壁の例を示す説明図であ
る。
FIG. 4 is an explanatory view showing an example of a new outer wall used in the present invention.

【図5】本発明に係る外壁改修構造のその他の例を示す
説明図である。
FIG. 5 is an explanatory view showing another example of the outer wall repairing structure according to the present invention.

【図6】本発明に係る外壁改修構造のその他の例を示す
説明図である。
FIG. 6 is an explanatory diagram showing another example of the outer wall repair structure according to the present invention.

【図7】本発明に係る外壁改修構造のその他の例を示す
説明図である。
FIG. 7 is an explanatory view showing another example of the outer wall repair structure according to the present invention.

【図8】本発明に用いる補強材のその他の例を示す説明
図である。
FIG. 8 is an explanatory view showing another example of the reinforcing material used in the present invention.

【図9】本発明に用いる補強材のその他の例を示す説明
図である。
FIG. 9 is an explanatory view showing another example of the reinforcing material used in the present invention.

【図10】本発明に係る外壁改修構造のその他の例を示
す説明図である。
FIG. 10 is an explanatory diagram showing another example of the outer wall repair structure according to the present invention.

【図11】本発明に用いる補強材のその他の例を示す説
明図である。
FIG. 11 is an explanatory diagram showing another example of the reinforcing material used in the present invention.

【図12】本発明に用いる固定具のその他の例を示す説
明図である。
FIG. 12 is an explanatory view showing another example of the fixture used in the present invention.

【図13】本発明に用いる新規外壁のその他の例を示す
説明図である。
FIG. 13 is an explanatory view showing another example of the novel outer wall used in the present invention.

【符号の説明】[Explanation of symbols]

α 固定具 β 開口部 A 躯体 B 既存外壁 C 補強材 D 断熱層 E 新規外壁 F 基礎 G 役物 H 防水シート 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 胴差し 9 固定部 9a 固定孔 10 接続部 10a ねじ山 11 調節部 α Fixing device β Opening A Body B Existing outer wall C Reinforcement D Heat insulation layer E New outer wall F Foundation G Facility H Waterproof sheet 1 Main pillar 2 Pillar 3 Base 4 House girder or gable beam 5 Surface material 6 Backside material 7 Core material 8 Body insert 9 Fixing part 9a Fixing hole 10 Connection part 10a Screw thread 11 Adjusting part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建築、構築物の既存壁面を新規壁材で改
修した構造において、改修する既存壁面上に土台から軒
桁もしくは妻梁に斜めに伸びる帯状、棒状の補強材が配
設固定され、該補強材上に外表面がほぼ平らとなるよう
に断熱層が形成されており、該断熱層上に乾式壁材から
なる新規外壁が形成されていることを特徴とする外壁改
修構造。
1. In a structure in which an existing wall surface of a building or a structure is renovated with a new wall material, a strip-shaped or bar-shaped reinforcing material obliquely extending from a foundation to an eaves girder or a gable beam is arranged and fixed on the existing wall surface to be refurbished, An outer wall repair structure characterized in that a heat insulating layer is formed on the reinforcing material so that the outer surface is substantially flat, and a new outer wall made of a dry wall material is formed on the heat insulating layer.
JP7103795A 1995-03-29 1995-03-29 Outer wall improving structure Pending JPH08270179A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7103795A JPH08270179A (en) 1995-03-29 1995-03-29 Outer wall improving structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7103795A JPH08270179A (en) 1995-03-29 1995-03-29 Outer wall improving structure

Publications (1)

Publication Number Publication Date
JPH08270179A true JPH08270179A (en) 1996-10-15

Family

ID=13448932

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7103795A Pending JPH08270179A (en) 1995-03-29 1995-03-29 Outer wall improving structure

Country Status (1)

Country Link
JP (1) JPH08270179A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111809917A (en) * 2020-08-04 2020-10-23 河北蓝天建筑科技有限公司 Existing building reinforcing self-bearing heat preservation integrated system and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111809917A (en) * 2020-08-04 2020-10-23 河北蓝天建筑科技有限公司 Existing building reinforcing self-bearing heat preservation integrated system and construction method

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