JPH08326270A - Exterior wall repairing construction - Google Patents

Exterior wall repairing construction

Info

Publication number
JPH08326270A
JPH08326270A JP13324295A JP13324295A JPH08326270A JP H08326270 A JPH08326270 A JP H08326270A JP 13324295 A JP13324295 A JP 13324295A JP 13324295 A JP13324295 A JP 13324295A JP H08326270 A JPH08326270 A JP H08326270A
Authority
JP
Japan
Prior art keywords
wall
existing
skeleton
reinforcing members
wall surface
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
JP13324295A
Other languages
Japanese (ja)
Inventor
Takahiro Hoshikawa
貴裕 星川
Hiroyuki Umetsu
浩之 梅津
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 JP13324295A priority Critical patent/JPH08326270A/en
Publication of JPH08326270A publication Critical patent/JPH08326270A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To increase the strength of a skeleton by arranging long strip belt reinforcing members of the existing wall surface to be repaired slantly to fix them to the skeleton and, at the same time, mounting new exterior walls of dry walling on the existing wall surface so as to cover reinforcing members. CONSTITUTION: Two long strip reinforcing members are crossly arranged on the existing exterior wall of mortar wall, etc., so as to make approximately 45 deg. on diagonal lines from four corners of the wall surface of a building. After temporary fixing is made with elastic bodies of the reinforcing members 2 and adhesive tapes, foundation D, pole plate or gable beam E are connected to each other with anchorages to reinforce the existing skeleton A and the strength of the surface of the existing exterior wall 1. Then, new exterior walls 5 of metal siding material or ceramic industrial siding material are subsequently mounted to the skeleton A such as main post B, stut C, etc., with the anchorages. Accordingly, since the existing exterior wall is not required to be dismantled, a construction period can be greatly reduced.

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材を配設して、建物の強度を向
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 new outer wall made of a dry wall material is formed on a surface after a reinforcing material is arranged to improve the strength of a building.

【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かか
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。
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 renovation is burdened, weak in strength, particularly inferior in seismic resistance, new outer walls fall off due to an earthquake, damage to the structure, collapse of the building, etc. Sometimes occurred.

【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、改修する既存壁面上から既存の躯体を構成する土台
と軒桁もしくは妻梁を連結するように、長尺状補強材を
斜めに配設して躯体に固定すると共に、補強材を覆うよ
うに乾式壁材からなる新規外壁を既存壁面上に形成し、
また既存外壁に接する側の面の任意箇所に、粘性を有す
る弾性体と粘着テープを有する補強材を使用する外壁改
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 and eaves girders for constructing an existing frame on an existing wall surface to be repaired before repairing the existing outer wall surface with a new outer wall. Or, to connect the girders, a long reinforcing material is obliquely arranged and fixed to the body, and a new outer wall made of dry wall material is formed on the existing wall surface so as to cover the reinforcing material,
Further, the present invention proposes an outer wall repairing structure using a reinforcing material having a viscous elastic body and an adhesive tape at an arbitrary position on the surface in contact with the existing outer wall.

【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、1は既存外壁、2は補強材、3は
新規外壁、10は役物、Fは基礎である。
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 a frame of an existing building, 1 is an existing outer wall, 2 is a reinforcing material, 3 is a new outer wall, 10 is an accessory, and F is a foundation.

【0006】躯体Aは図1(b)に示すように、垂直方
向に伸びる主柱B、間柱C、および水平方向に伸びる土
台D、軒桁もしくは妻梁E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1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 one composed of a vertically extending main pillar B, a stud C, and a horizontally extending base D, eaves girder or girder E. 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 1 is shown by a chain line for the sake of convenience.

【0007】また、既存外壁1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
材、窯業系サイディング材、ALCパネル、タイル、塩
ビ押出サイディング材、等の乾式壁材等からなるもので
ある。
The existing outer wall 1 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 dry sheet material such as a waterproof sheet, a metal siding material, a ceramic siding material, an ALC panel, a tile, and a vinyl chloride extruded siding material.

【0008】補強材2は図1(a)、(b)に示すよう
に、既存外壁1面上に土台Dから軒桁もしくは妻梁Eに
かけて斜めに1本以上配設されるものであり、既存外壁
1面を介して躯体Aを構成する少なくとも土台D、軒桁
もしくは妻梁E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1面の強度を向上する
筋交いの機能を有するものである。また、2本以上の補
強材2を設ける際には、図1のように互いにたすき状に
クロスさせて形成するものである。
As shown in FIGS. 1 (a) and 1 (b), one or more reinforcing members 2 are obliquely arranged on the surface of the existing outer wall from the base D to the eaves girder or girder E. Attached to at least the base D, the eaves girder or the girder E, which constitutes the skeleton A through the existing outer wall 1 surface, with a fixing tool α such as a nail, a screw screw, a tex, an anchor, or an anchor bolt,
It has a function of bracing for improving the strength of the old frame A and one surface of the existing outer wall. When two or more reinforcing members 2 are provided, they are formed by crossing each other in a plow shape as shown in FIG.

【0009】さらに、補強材2の配設方法としては、図
1に示すように、土台D、軒桁もしくは妻梁Eに対して
θ1=約45度の角度付近で配設し、かつ、補強材2を
対角線として形成される4角形の縦L1、横L2の辺の
比がL1:L2=約1:1付近となるように配設するの
が好ましい。これは、補強材2の縦と横の比をほぼ同一
とすることで、最も筋交いとしての機能を発揮するもの
であり、一番躯体Aの強度を向上させることができるも
のである。なお、図1(b)において、θ2の角度は9
0度である。また、補強材2は既存外壁1上から配設す
るので、間に存在する主柱B、間柱Cに妨げられること
なく容易に配設することができるものである。
Further, as a method of disposing the reinforcing member 2, as shown in FIG. 1, the reinforcing member 2 is disposed at an angle of about 45 degrees with respect to the base D, the eaves girder or the girder E, and is reinforced. It is preferable that the material 2 is arranged so that the ratio of the sides of the quadrangle L1 and the width L2 formed as a diagonal line is L1: L2 = about 1: 1. This is because the reinforcement member 2 exhibits the most function as a brace by making the height and width ratios substantially the same, and the strength of the skeleton A can be improved most. In addition, in FIG. 1B, the angle of θ2 is 9
0 degrees. Further, since the reinforcing material 2 is arranged from above the existing outer wall 1, it can be easily arranged without being obstructed by the main pillars B and the studs C existing therebetween.

【0010】また、補強材2は図2(a)、(b)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等か
らなる主体3と、主体3の既存外壁1に接触する側の面
の任意箇所、例えば長手方向に対して両側に帯状に密着
して設けられた弾性体4と、弾性体4同士の間に敷設さ
れた粘着テープ5とから構成されるものである。
As shown in FIGS. 2 (a) and 2 (b), the reinforcing member 2 is made of, 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, or a composite of these. Alternatively, the main body 3 made of a metal strip or linear material such as a fiber-reinforced resin and the surface of the main body 3 on the side in contact with the existing outer wall 1 are provided in a band shape in close contact with each other, for example, on both sides in the longitudinal direction. The elastic body 4 and the adhesive tape 5 laid between the elastic bodies 4 are formed.

【0011】弾性体4は、既存外壁1面の凹凸を吸収す
ると共に、その粘着力による補強材2の仮止めの機能、
および補強力の向上に有効なものであり、補強材2が弛
みなく既存外壁1上に固定することにも効果があるもの
である。
The elastic body 4 absorbs irregularities on the surface of the existing outer wall 1 and has a function of temporarily fixing the reinforcing material 2 by its adhesive force.
It is also effective for improving the reinforcing force, and is also effective for fixing the reinforcing material 2 on the existing outer wall 1 without slack.

【0012】弾性体4はホットメルト系接着剤、合成ゴ
ム系接着剤、天然ゴム系接着剤等の弾性接着剤からな
り、主体3の一方面にガンやロール等を用いて予め施工
現場に補強材2を運搬する前に、もしくは施工現場にて
主体3の一方面に任意のパターンに塗布するものであ
る。勿論、施工は弾性体4の粘着力が有効な時間内に行
うものであり、弾性体4の形成は施工を行う時間を考慮
して適当なときに行うものである。
The elastic body 4 is made of an elastic adhesive such as a hot melt adhesive, a synthetic rubber adhesive, a natural rubber adhesive, etc., and is reinforced on the construction site in advance by using a gun or roll on one side of the main body 3. Before transporting the material 2, or at the construction site, one surface of the main body 3 is coated with an arbitrary pattern. Of course, the construction is carried out within a time when the adhesive force of the elastic body 4 is effective, and the formation of the elastic body 4 is carried out at an appropriate time in consideration of the construction time.

【0013】粘着テープ5はある程度の厚みと弾性を有
し両面に接着面を有するもので、その構成は図2(b)
に示すようなものである。すなわち、基材5aには柔軟
で強靱なアクリルフォームを、粘着材5b、5cとして
は常温感圧接着タイプのものを使用し、その厚みによっ
て既存外壁1面の凹凸を吸収すると共に、補強材2の仮
止めの機能を有し、補強材2が弛みなく既存外壁1上に
固定することと、施工性を向上するのに有効なものであ
る。粘着テープ5は弾性体4に比べて粘着性が安定して
おり、仮止めを確実に行うのに有効であり、既存外壁1
に接する側に予め、施工現場に補強材2を運搬する前
に、もしくは施工現場にて既存外壁1に接着される側の
面に剥離紙5dを残したまま弾性体4と組み合わせて任
意パターンに貼り着け、施工の際に剥離紙5dを剥すも
のである。
The adhesive tape 5 has a certain degree of thickness and elasticity and has adhesive surfaces on both sides, and its construction is shown in FIG. 2 (b).
As shown in. That is, a flexible and tough acrylic foam is used for the base material 5a, and a room temperature pressure-sensitive adhesive type is used as the adhesive materials 5b and 5c. It is effective for fixing the reinforcing material 2 on the existing outer wall 1 without slack and improving the workability. The adhesive tape 5 has more stable adhesiveness than the elastic body 4 and is effective for surely performing temporary fixing, and the existing outer wall 1
Before transporting the reinforcement 2 to the construction site, or in combination with the elastic body 4 while leaving the release paper 5d on the surface of the side to be adhered to the existing outer wall 1 at the construction site in an arbitrary pattern. The peeling paper 5d is peeled off at the time of sticking and construction.

【0014】新規外壁6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7と金属薄板もしくはシート状物から
なる裏面材8とで、合成樹脂発泡体からなる芯材9をサ
ンドイッチした金属サイディング材が軽量で強度にも優
れ、既存外壁1の強度向上にも有効で、なおかつ施工容
易な点からも好ましいものである。
The new outer wall 6 is made of metal siding material, ceramic siding material, PVC extrusion siding material,
It is composed of a dry outer wall material such as an ALC panel, a tile, a metal panel, etc. In particular, as shown in FIG. 3, a surface material 7 made of a metal thin plate and a back surface material 8 made of a metal thin plate or a sheet-like material are synthesized. A metal siding material sandwiching a core material 9 made of a resin foam is lightweight and excellent in strength, is effective in improving the strength of the existing outer wall 1, and is preferable from the viewpoint of easy construction.

【0015】また、新規外壁6は図1に示すように補強
材2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2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10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 6 is directly attached to the skeleton A directly from the reinforcing material 2 via the fixing tool α, and has a large outer surface of the building, and is designed, heat-insulating and sound-proof. In addition, the fireproof property is further improved. Of course, when forming the new outer wall 2, a drainer, a starter, a toe,
The accessory 10, such as a joiner, a projecting corner, and a entering corner, is arranged as necessary.

【0016】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1上に図2に示すような
長尺帯状の補強材2を2本、建物の壁面4隅から対角線
上に角度が約45度となるように、剥離紙を剥した後に
クロスさせ配設し、弾性体4と粘着テープ5による仮止
めを経て固定具αによって、土台D、軒桁もしくは妻梁
Eをそれぞれ連結し、既存の躯体Aおよび既存外壁1面
の強度を補強し、向上させる。その際、補強材2の縦、
横の長さの比は約1:1に可能な限り近くなるように取
り付ける。なお、仮止めの際は、補強材2を既存外壁1
側に押圧を加えれば、一層効果的である。
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 1 such as a mortar wall, two strip-shaped reinforcing members 2 as shown in FIG. 2 are peeled off, and the release paper is peeled off so that the angle from the four corners of the wall surface of the building is about 45 degrees diagonally. After that, they are crossed and arranged, and after temporarily fixed with the elastic body 4 and the adhesive tape 5, the base D, the eaves girder or the girder E are connected respectively, and the strength of the existing frame A and the existing outer wall 1 surface is connected. Reinforce and improve. At that time, the length of the reinforcing member 2,
Mount so that the lateral length ratio is as close as possible to about 1: 1. In addition, at the time of temporary fixing, the reinforcement member 2 is attached to the existing outer wall 1.
It is even more effective if pressure is applied to the side.

【0017】そして、図3に示すような金属サイディン
グ材からなる新規外壁6を補強材2上から、主柱B、間
柱C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。
Then, a new outer wall 6 made of a metal siding material as shown in FIG. 3 is sequentially attached from above the reinforcing material 2 to the skeleton A such as the main pillars B and studs C using a fixing tool α such as a nail, It is to be constructed.

【0018】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4〜図10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 repair structure according to the present invention, and the repair structure as shown in FIGS. 4 to 10 or members for repair can be used.

【0019】すなわち、図4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Dと軒桁もしくは妻梁Eとの間に胴差しG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Gと土台Dと軒桁もしくは妻梁Eとを補強
材2により連結しても良いものである。図においては既
存外壁1を便宜上一点鎖線で示したものである。
That is, FIG. 4 shows an example when the building has two or more floors. When the building has two or more floors, a girder G is provided between the base D and the eaves girder or gable beam E. It is an example which shows the structure of the skeleton A which intervenes. In that case, other than the one shown in the drawing, the body insert G, the base D and the eaves girder or the girder E may be connected by the reinforcing member 2. In the figure, the existing outer wall 1 is shown by a dashed line for convenience.

【0020】図5(a)は補強材2と新規外壁6との間
に防水シート11を介在し防水性能の向上を図った例で
ある。また、図5(b)は補強材2と新規外壁6との間
に新規外壁6の取付下地となる胴縁12を適宜ピッチで
配設し、さらに、胴縁12自体の厚みを利用して、エア
サイクル路を確保した例である。
FIG. 5A shows an example in which a waterproof sheet 11 is interposed between the reinforcing member 2 and the new outer wall 6 to improve the waterproof performance. Further, in FIG. 5B, furring strips 12 serving as a mounting base of the new outer wall 6 are arranged between the reinforcing member 2 and the new outer wall 6 at an appropriate pitch, and the thickness of the furring strip 12 itself is used. In this example, an air cycle path is secured.

【0021】また、図6(a)は補強材Cの上に胴縁1
2を適宜ピッチで配設すると共に、各胴縁12間に断熱
層13を形成し、さらに、胴縁12を取付下地として、
かつ、土台部分から軒点部分にかけてエアサイクルをお
こなうエアサイクル通路を確保し、胴縁12上に新規外
壁6を形成した例である。
Further, FIG. 6A shows that the furring strip 1 is placed on the reinforcing material C.
2 are arranged at an appropriate pitch, a heat insulating layer 13 is formed between each furring strip 12, and the furring strip 12 is used as a mounting base.
Further, it is an example in which an air cycle passage for performing an air cycle is secured from the base portion to the eaves point portion, and the new outer wall 6 is formed on the furring strip 12.

【0022】すなわち、断熱層13は構造全体の断熱性
能、気密性能の向上や補強材2を金属製とした際に、温
度差により結露が発生するのを防止するものである。ま
た、断熱層13は補強材2自体の厚み、もしくは補強材
2同士の重なりにより、既存外壁1の面と段差が生じて
しまうので、この段差を断熱層13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6
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。
That is, the heat insulating layer 13 is intended to improve the heat insulating performance and airtightness of the entire structure and to prevent the occurrence of dew condensation due to the temperature difference when the reinforcing material 2 is made of metal. Further, since the heat insulating layer 13 has a step with the surface of the existing outer wall 1 due to the thickness of the reinforcing material 2 itself or the overlapping of the reinforcing materials 2, the step is eliminated by disposing the heat insulating layer 13. Since the surface is made flat, a new outer wall 6 described later
The construction is easy and the raised surface is flat.

【0023】断熱層13の形成は例えばポリウレタン、
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 13 is formed of polyurethane, for example.
It may also be formed by sequentially laminating synthetic resin foam such as polyisocyanurate, phenol, vinyl chloride, polyethylene, polystyrene, and board-shaped panels such as gypsum board, rock wool board, glass fiber, and inorganic material board such as sheathing board. However, it is particularly preferable to use an on-site blown foam type synthetic resin.

【0024】すなわち、断熱層13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Hを現場吹き付け発泡型の合成
樹脂とすることで、補強材2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、狭い場所や、端部にも
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 13 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 of acceptable product can also be used. Of course, a non-CFC synthetic resin is used, and flame retardant is achieved with phenol. In addition, since the heat insulating layer H is made of in-situ blown foam type synthetic resin, it is possible to easily eliminate a step due to the thickness of the reinforcing material 2, and furthermore, it is possible to blow and foam even a narrow place or an end portion. Further airtightness and heat insulation can be achieved, and the construction is easy and the cost can be reduced.

【0025】図6(b)は補強材2の先端部の固定に、
短尺状の鋼板等からなるプレート14を固定具αを介し
て打設し、補強材2の固定をより強力なものとした後
に、新規外壁6を形成した例である。
FIG. 6 (b) shows how to fix the tip of the reinforcing member 2,
This is an example in which a new outer wall 6 is formed after a plate 14 made of a short steel plate or the like is driven through a fixture α to make the fixing of the reinforcing material 2 stronger.

【0026】図7(a)〜(d)〜図9(a)〜(d)
は補強材2の変形例であり、図7(a)は主体3の長手
方向の両端に弾性体4を配し、さらに弾性体4の間に短
尺の粘着テープ5を所定間隔で配した例、(b)は主体
3の略中央に粘着テープ5を配した他に、両端に間隔を
有して弾性体4を配した例、(c)は主体3の略中央に
配した弾性体4の他に、両端に粘着テープ5を配した
例、(d)は主体3の略中央に間隔を有して配した弾性
体4の他に両端に粘着テープ5を配した例である。
7A to 7D to 9A to 9D.
7A is a modified example of the reinforcing member 2. FIG. 7A shows an example in which elastic bodies 4 are arranged at both ends of the main body 3 in the longitudinal direction, and short adhesive tapes 5 are arranged between the elastic bodies 4 at predetermined intervals. , (B) shows an example in which the adhesive tape 5 is arranged substantially at the center of the main body 3, and elastic bodies 4 are arranged at intervals at both ends, and (c) shows the elastic body 4 arranged at substantially the center of the main body 3. In addition, an example in which the adhesive tapes 5 are arranged at both ends, and (d) is an example in which the adhesive tapes 5 are arranged at both ends in addition to the elastic body 4 arranged at a substantially center of the main body 3 with a space.

【0027】また、図8(a)は主体3の幅方向を横断
するように弾性体4と粘着テープ5を交互に配した例、
(b)は弾性体4、粘着テープ5を蛇行するように配
し、互いに交差させた例、(c)は略中央に弾性体4を
配し、両端に短尺状の粘着テープ5を間隔を有して配し
た例、(d)は主体3の一面に弾性体4による層を設
け、その層上に粘着テープ5を配した例である。
Further, FIG. 8 (a) shows an example in which elastic bodies 4 and adhesive tapes 5 are alternately arranged so as to cross the width direction of the main body 3,
(B) shows an example in which the elastic body 4 and the adhesive tape 5 are arranged so as to meander and intersect each other, and (c) shows the elastic body 4 arranged in substantially the center and the short adhesive tapes 5 are arranged at both ends. An example in which the main body 3 is provided with a layer of the elastic body 4 on one surface of the main body 3 and the adhesive tape 5 is placed on the layer.

【0028】さらに、図9(a)〜(d)は主体3の既
存外壁1に接する面全体に、弾性体4を配した例を表面
側から見た説明図であり、(a)は主体3の長手方向に
伸びる凹凸を設け、主体3と弾性体4の接着性を向上さ
せた補強材2、(b)は主体3の両端を弾性体4側に折
り返し、主体3と弾性体4の接着性と主体3の強度を向
上させた補強材2、(c)は主体3の両端を表面側に折
り返し、主体3の変形を防止すると共に強度を向上させ
た補強材2、(d)は主体3に任意パターンのエンボス
を施し、主体3の強度を向上させると共に、主体3と弾
性体4の接着性を向上させた補強材2の例を示すもので
ある。図9(a)〜(d)では粘着テープ5は、層状の
弾性体4上に任意パターンで配設するものである。な
お、図9(a)〜(d)のように主体3に成形を施すこ
とは、施工の際の弛み防止にも有効である。また、図8
(d)、図9(a)〜(d)に示すような層状の弾性体
4を施すときは、ロールを使用することも可能である。
Further, FIGS. 9 (a) to 9 (d) are explanatory views of an example in which the elastic body 4 is arranged on the entire surface of the main body 3 in contact with the existing outer wall 1 as seen from the surface side, and FIG. 9 (a) is the main body. The reinforcing member 2, in which unevenness extending in the longitudinal direction of the main body 3 is provided to improve the adhesiveness between the main body 3 and the elastic body 4, (b) folds both ends of the main body 3 to the elastic body 4 side, and The reinforcing material 2 (c) having improved adhesiveness and strength of the main body 3 has the both ends of the main body 3 folded back to the surface side to prevent deformation of the main body 3 and the reinforcing material 2 (d) having improved strength. This is an example of the reinforcing member 2 in which the main body 3 is embossed in an arbitrary pattern to improve the strength of the main body 3 and the adhesion between the main body 3 and the elastic body 4. In FIGS. 9A to 9D, the adhesive tape 5 is arranged on the layered elastic body 4 in an arbitrary pattern. Forming the main body 3 as shown in FIGS. 9A to 9D is also effective in preventing loosening during construction. Also, FIG.
When applying the layered elastic body 4 as shown in (d) and FIGS. 9A to 9D, it is possible to use a roll.

【0029】図10(a)〜(f)は新規外壁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10
(a)〜(c)は金属サイディング材、図10(d)は
塩ビサイディング材、図10(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。
10 (a) to 10 (f) show another example of the dry type wall material used for the new outer wall D.
(A)-(c) shows a metal siding material, FIG.10 (d) shows a vinyl chloride siding material, FIG.10 (e), (f) shows the cross-sectional shape of a ceramic siding material.

【0030】[0030]

【発明の効果】以上説明したような本発明に係る外壁改
修構造によれば、既存の外壁面を新規外壁で改修する
前に、改修する既存壁面上から既存の躯体を構成する土
台と軒桁もしくは妻梁を連結するように、長尺状補強材
を斜め配設し躯体に固定すると共に、補強材を覆うよう
に新規外壁を既存壁面上に形成したので、既存躯体の強
度を向上させ、躯体の強度向上と、外壁の改修を同時に
行える。建物は水平荷重、垂直荷重の両方に強くな
り、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。補強材は、裏
面に粘性を有する弾性体と粘着テープを有するため、固
定具にて打設する前の仮止めが容易に行え、また既存外
壁面の微小な凹凸はその弾性の有効な範囲内では吸収で
き、さらに補強材の弛みを防止できるため、強力な補強
とするのに有効なものである。等の特徴、効果がある。
According to the outer wall repairing structure of the present invention as described above, before the existing outer wall surface is repaired with the new outer wall, the foundation and the eaves girder constituting the existing frame from the existing wall surface to be repaired. Or, in order to connect the girders, a long reinforcing material is obliquely arranged and fixed to the body, and a new outer wall is formed on the existing wall surface so as to cover the reinforcing material, so the strength of the existing body is improved, The strength of the body can be improved and the outer wall can be repaired at the same time. The building is strong against both horizontal and vertical loads, and has a structure that is 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. The reinforcing material has a viscous elastic body and an adhesive tape on the back surface, so it can be easily temporarily fixed before placing it with a fixture, and the minute irregularities on the existing outer wall are within the effective range of its elasticity. It is effective for strong reinforcement because it can be absorbed and the reinforcement can be prevented from loosening. 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】本発明に用いる新規外壁の例を示す説明図であ
る。
FIG. 3 is an explanatory view showing an example of a novel outer wall used in the present invention.

【図4】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. 4 is an explanatory view showing another example of the outer wall repairing structure according to 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】本発明に使用する補強材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 reinforcing material used in the present invention.

【図8】本発明に使用す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】本発明に使用す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】本発明に用いる新規外壁のその他の例を示す
説明図である。
FIG. 10 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 A 躯体 B 主柱 C 間柱 D 土台 E 妻梁 F 基礎 G 胴差し 1 既存外壁 2 補強材 3 主体 4 弾性体 5 粘着テープ 5a 基材 5b 粘着材 5c 粘着材 5d 剥離紙 6 新規外壁 7 表面材 8 裏面材 9 芯材 10 役物 11 防水シート 12 胴縁 13 断熱層 14 プレート α Fixture A Frame B Main column C Pillar D Base D E Beam girder F Foundation G Grubber 1 Existing outer wall 2 Reinforcement material 3 Main body 4 Elastic body 5 Adhesive tape 5a Base material 5b Adhesive material 5c Adhesive material 5d Release paper 6 New outer wall 7 Surface material 8 Back material 9 Core material 10 Accessory 11 Waterproof sheet 12 Furring strip 13 Thermal insulation layer 14 Plate

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から既存の躯
体を構成する土台と軒桁もしくは妻梁を連結するよう
に、長尺状補強材を斜めに配設して躯体に固定すると共
に、該補強材を覆うように乾式壁材からなる新規外壁を
既存壁面上に形成した構造であり、前記補強材は既存外
壁に接する側の面の任意箇所に粘着力を有する弾性体と
粘着テープを有す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 long-shaped reinforcement is provided so as to connect the foundation constituting the existing skeleton to the eaves girder or gable beam on the existing wall surface to be renovated. A structure in which a new outer wall made of a dry wall material is formed on an existing wall surface so as to cover the reinforcing material by diagonally disposing the material, and the reinforcing material is a surface on the side in contact with the existing outer wall. An outer wall repair structure characterized in that it has an elastic body having an adhesive force and an adhesive tape at an arbitrary position of.
JP13324295A 1995-05-31 1995-05-31 Exterior wall repairing construction Pending JPH08326270A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13324295A JPH08326270A (en) 1995-05-31 1995-05-31 Exterior wall repairing construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13324295A JPH08326270A (en) 1995-05-31 1995-05-31 Exterior wall repairing construction

Publications (1)

Publication Number Publication Date
JPH08326270A true JPH08326270A (en) 1996-12-10

Family

ID=15100039

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13324295A Pending JPH08326270A (en) 1995-05-31 1995-05-31 Exterior wall repairing construction

Country Status (1)

Country Link
JP (1) JPH08326270A (en)

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