JPH0988295A - Repair structure of external wall - Google Patents

Repair structure of external wall

Info

Publication number
JPH0988295A
JPH0988295A JP24999395A JP24999395A JPH0988295A JP H0988295 A JPH0988295 A JP H0988295A JP 24999395 A JP24999395 A JP 24999395A JP 24999395 A JP24999395 A JP 24999395A JP H0988295 A JPH0988295 A JP H0988295A
Authority
JP
Japan
Prior art keywords
wall
reinforcing material
external wall
existing
reinforcing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP24999395A
Other languages
Japanese (ja)
Other versions
JP3627024B2 (en
Inventor
Fumio Takahashi
文男 高橋
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 JP24999395A priority Critical patent/JP3627024B2/en
Publication of JPH0988295A publication Critical patent/JPH0988295A/en
Application granted granted Critical
Publication of JP3627024B2 publication Critical patent/JP3627024B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Finishing Walls (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce the construction period, by arranging reinforcing materials so as to connect a sill and an eaves girder or a gable beam constituting an existing building[ body, from the outside of the existing external wall to be repaired and providing a new external wall constituted of dry external wall materials on the reinforcing materials. SOLUTION: Reinforcing materials H made of long and thin steel materials or the like applied with an adhesive elastic body at the rear face, are diagonally arranged so as to connect a sill D and an eaves girder or a gable beam E constituting a building body A from the outside of an exsisting external wall G. A steel fastening metal I having an angle-shaped section constituted of a fixing face, a driving face diagonally bent upward at one side of the fixing face and a fixing tongue bent downward, is fitted to the end of the reinforcing material H. And the reinforcing materials are fixed to the building body A through the fixing face by fixing metals. Then, a new external wall J made of a dry external wall material L like metallic siding materials, ceramic siding materials, ALC panels, etc., is directly stuck on the reinforcing materials H through the fastening metal I. Accordingly, Increase of the strength of building body and repair of the external wall can be simultaneously carried out.

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
上させた後に乾式外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 repaired structure in which a new outer wall made of a dry outer wall material is formed on the 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 building of the renovated building is subject to a burden, which is weak in strength, especially extremely inferior in seismic resistance. 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、改修する既存外壁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既存
外壁に接する側の面の任意箇所に粘着性を有する弾性体
を配して仮止めを容易にした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外
壁材からなる新規外壁を既存外壁上に形成し、補強材の
少なくとも長手方向の一方端部は、平面平板で任意箇所
に孔を穿設した固定面と固定面の一辺を斜め上方に屈曲
延長した平面の打設面と打設面の少なくとも片端側の平
面の一部を緩傾斜をもって打設面の下方に屈曲した係止
舌片とから構成され、係止舌片の下端辺と打設面とは補
強材の厚みと同等の間隙を有した締金具を介するもの
で、締金具を固定面にて釘等の固定具によって既存外壁
上から躯体に打設し、また締金具の打設面と係止舌片と
の間隙に補強材の少なくとも端部を挟み込み、補強材の
端部を挟み込んだままの状態で打設面を固定面と略同一
平面になるように変形することにより補強材に張力を与
えて固定する外壁改修構造を提案するものである。
SUMMARY OF THE INVENTION In order to eliminate such drawbacks, the present invention is designed to connect an existing outer wall to be remodeled to an existing outer wall so as to connect the foundation constituting the existing frame to the eaves girder or gable beam. An elastic body with adhesiveness is arranged at an arbitrary position on the surface of the surface, and a long reinforcing material that facilitates temporary fixing is diagonally arranged and fixed to the body, and the dry outer wall material covers the reinforcing material. A new outer wall is formed on the existing outer wall, and at least one end portion in the longitudinal direction of the reinforcing member is a fixed surface with a flat plate having holes at arbitrary positions and a flat surface in which one side of the fixed surface is bent and extended obliquely upward. It is composed of a driving surface and a locking tongue that bends at least a part of a flat surface on one end side of the driving surface below the driving surface with a gentle inclination, and the lower end side of the locking tongue and the driving surface are Through a fastener with a gap equivalent to the thickness of the reinforcing material. A fastener such as a nail was used to drive the structure from above the existing outer wall, and at least the end of the reinforcing material was inserted into the gap between the driving surface of the fastener and the locking tongue, and the end of the reinforcing material was inserted. In this state, the outer wall repair structure is proposed in which the placing surface is deformed so as to be substantially flush with the fixing surface to apply tension to the reinforcing material and fix the reinforcing material.

【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)、および図2(図1(a)の部分拡大図)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、Fは基礎、Gは既存外壁、Hは補強材、Iは新
規外壁、K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) and FIG. 2 (a partially enlarged view of FIG. 1 (a)) are explanatory views showing an example of the outer wall repair structure, where A is the frame of the existing building, F is the foundation, G is the existing outer wall, and H is A reinforcing material, I is a new outer wall, and K 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G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 in a wooden structure, and in a steel structure, H-shaped steel, square steel, C-shaped steel, and the like are arranged at these positions. Note that, in FIG. 1B, the existing outer wall G is shown by a chain line and omitted for convenience.

【0007】また、既存外壁G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、等の乾式外壁材等からなるものであ
る。
The existing outer wall G 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 outer wall material such as a waterproof sheet, metal siding, ceramic siding, ALC panel, tile, PVC extrusion siding, and the like.

【0008】補強材Hは、図3に示すように幅狭の長尺
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基板aと、基板aの片側
面の任意箇所に密着して取り付けられる、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、もしくはそれらの複合体からなる弾性体bか
ら構成されるものである。図3においては、弾性体bは
長手方向の両側の両端部を除く範囲に帯状に配した場合
を示してある。勿論、弾性体bとしては両面テープでも
良い。
As shown in FIG. 3, the reinforcing material H is made of a narrow and long thin plate-shaped steel material, various metal thin plates such as color steel plate and aluminum steel plate, a composite thereof, or a metal strip such as a fiber reinforced resin or the like. An elastic adhesive such as a hot melt adhesive, a synthetic rubber adhesive, a natural rubber adhesive or the like, which is attached in close contact with a substrate a made of a linear object or the like on one side of the substrate a The elastic body b is composed of a composite body of FIG. 3 shows a case where the elastic body b is arranged in a band shape in a range excluding both ends on both sides in the longitudinal direction. Of course, the elastic body b may be a double-sided tape.

【0009】弾性体bは、既存外壁G面の凹凸を吸収す
ると共に、その粘着力による補強材H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Hが弛
みなく既存外壁G上に固定することにも効果があるもの
である。
The elastic body b absorbs irregularities on the surface of the existing outer wall G, and has a function of temporarily fixing the reinforcing material H by its adhesive force.
It is also effective for improving the reinforcing force, and is also effective for fixing the reinforcing material H on the existing outer wall G without slack.

【0010】弾性体bは、基板a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Hを運搬する前に、
もしくは施工現場にて基板aの一方面に任意のパターン
に、締金具Iによって係止される近傍を除いて塗布する
ものである。勿論、施工は弾性体bの粘着力が有効な時
間内に行うものであり、弾性体bの形成は施工を行う時
間を考慮して適切な時期に行うものである。
The elastic body b is formed on one side of the substrate a by using a gun, a roll or the like, before carrying the reinforcing material H to the construction site in advance.
Alternatively, it is applied to an arbitrary pattern on one surface of the substrate a at the construction site, except for the vicinity of being locked by the fastener I. Of course, the construction is carried out within a time when the adhesive force of the elastic body b is effective, and the formation of the elastic body b is carried out at an appropriate time in consideration of the construction time.

【0011】補強材Hは図1(a)、(b)に示すよう
に、既存外壁G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
G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、後記する締金具Iを介して取り付
け、古くなった躯体Aおよび既存外壁G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Hを設ける際には、図1(a)、(b)のよう
に互いにたすき状に交差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 H are arranged diagonally on the existing outer wall G from the base D to the eaves girder or girder E. A brace that is attached to at least a base D, an eaves girder, or a girder E that constitutes the skeleton A through the existing outer wall G surface via a fastener I to be described later to improve the strength of the old skeleton A and the existing outer wall G surface. It has the function of. When two or more reinforcing members H are provided, they are formed by intersecting each other in a plow shape as shown in FIGS. 1 (a) and 1 (b).

【0012】さらに、補強材Hの配設方法としては、図
1(b)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度の角度程度で配設し、かつ、補強
材H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程度となるように配設
するのが好ましい。これは、補強材H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90度である。また、補強材Hは既存外壁G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 arranging the reinforcing material H, as shown in FIG. 1 (b), the reinforcing material H is arranged at an angle of about 45 degrees with respect to the base D, the eaves girder or the girder E, In addition, a quadrangular length L1 and a width L2 formed by using the reinforcing material H as a diagonal line.
It is preferable to arrange them so that the ratio of the sides is L1: L2 = about 1: 1. This is because the reinforcing member H exhibits the most function as a brace by making the vertical and horizontal 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 90 degrees. Further, since the reinforcing material H is arranged from above the existing outer wall G, it can be easily arranged without being obstructed by the main pillars B and the studs C existing therebetween.

【0013】締金具Iは図1(a)、(b)、および図
2に示すように、補強材Hの端部に取り付けられ、鋼板
を断面略く字状に成形したもので、補強材Hを既存外壁
Gを介して躯体Aに取り付けるための介在具であり、補
強材Hの固定の際に補強材Hに張力を加え、補強力を強
化するのに有効なものである。
As shown in FIGS. 1 (a), 1 (b) and 2, the fastener I is attached to the end of the reinforcing member H and is formed by forming a steel plate into a generally V-shaped cross section. It is an interposition tool for attaching H to the skeleton A through the existing outer wall G, and is effective for applying a tension to the reinforcing material H when fixing the reinforcing material H to strengthen the reinforcing force.

【0014】締金具Iは図4(a)、(b)に示すよう
に形成されるものである。すなわち1は固定面で、既存
外壁G上から釘等の固定具αにて躯体Aに打設し、締金
具Iを固定するための部分であり、固定具αを通過させ
るための孔2を穿設したものである。3は打設面で、固
定面1の一辺から斜め上方に屈曲、延長したものであ
る。
The fastener I is formed as shown in FIGS. 4 (a) and 4 (b). That is, reference numeral 1 denotes a fixing surface, which is a portion for driving the fastener I by fixing it from the existing outer wall G to the skeleton A with a fixing tool α such as a nail, and a hole 2 for passing the fixing tool α. It has been drilled. Reference numeral 3 denotes a casting surface, which is bent and extended obliquely upward from one side of the fixed surface 1.

【0015】4は係止舌片で、打設面3の少なくとも片
側部の平面の一部を、打設面3に対して下方に緩傾斜を
もって屈曲したものであり、図4(a)、(b)では係
止舌片4と対称に、係止舌片4と断面略逆ハ字を描くよ
うに係止舌片5を設けたものである。係止舌片4と係止
舌片5のそれぞれの先端同士の空隙8は、補強材Hの厚
みと同程度の距離を有するもので、補強材Hの側端部を
挟み込む部分である。また、打設面3には孔6、打設面
3と係止舌片4との境界には孔7をそれぞれ設け、打設
面3を固定面1と略同一平面となるように屈曲して既存
外壁Gに打設する際に固定具αを通過させるものであ
る。
Reference numeral 4 denotes a locking tongue, which is formed by bending at least a part of the plane of at least one side of the driving surface 3 downwardly with respect to the driving surface 3 with a gentle inclination, as shown in FIG. In (b), the locking tongue 5 is provided symmetrically to the locking tongue 4 so as to draw a substantially inverted V-shape in cross section with the locking tongue 4. The gap 8 between the tips of the locking tongue 4 and the locking tongue 5 has a distance approximately the same as the thickness of the reinforcing material H, and is a portion for sandwiching the side end portion of the reinforcing material H. Further, a hole 6 is provided in the driving surface 3 and a hole 7 is provided at the boundary between the driving surface 3 and the locking tongue piece 4, and the driving surface 3 is bent so as to be substantially flush with the fixed surface 1. The fixing tool α is passed when it is driven into the existing outer wall G.

【0016】なお、係止舌片4、5が左右いずれに設け
られたかによって、補強材Hの長手方向に対してどちら
側に使用するかが決められるものである。
The side to be used in the longitudinal direction of the reinforcing material H is determined depending on whether the locking tongues 4 and 5 are provided on the right side or the left side.

【0017】新規外壁J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Lからなるものであり、特に図5に示すような、
金属薄板からなる表面材9と金属薄板もしくはシート状
物からなる裏面材10とで、合成樹脂発泡体からなる芯
材11をサンドイッチした金属系サイディングが軽量で
強度にも優れ、既存外壁G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 J is made of a metal type siding material or a dry type outer wall material L made of ceramic siding material, PVC extruded siding material, ALC panel, tile, metal panel, etc. What
The metal-based siding sandwiching a core material 11 made of synthetic resin foam with a surface material 9 made of a metal thin plate and a back material 10 made of a metal thin plate or a sheet-like material is also lightweight and excellent in strength, and the strength of the existing outer wall G. It is preferable in that it is effective for improvement and is easy to construct.

【0018】また、乾式外壁材Lは図1(a)に示すよ
うに補強材H上から直接、締金具Iを介して躯体Aに順
次取り付けられ、建物の外表面を覆い、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J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Kを必要に応じて
配設するものである。
Further, as shown in FIG. 1 (a), the dry type outer wall material L is directly attached on the reinforcing material H directly to the skeleton A through the fasteners I so as to cover the outer surface of the building, thereby improving the design and heat insulation. The properties, soundproofing, fireproofing, etc. are further improved.
Of course, when the new outer wall J is formed, the accessory K such as a drainer, a starter, a toe, a joiner, and a corner for entering and exiting is arranged as necessary.

【0019】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。まず、図示しない補強材H
を既存外壁の対角線に沿って仮止めした後、図4
(a)、(b)に示す締金具Iを、図6のように固定面
1によって既存外壁G上から躯体Aに釘等の固定具αに
よって固定する。この際、固定具αは孔2を通過させる
もので、主柱Bが土台D、軒桁もしくは妻梁Eと交差す
る箇所にて打設を行うことが好ましい。なお、図2に示
すように、補強材の固定一箇所につき複数の締金具Iを
使用する際は、それぞれ補強材Hと平行に、補強材Hの
幅と合致する程度の間隔で配するものである。
Next, a method for constructing the outer wall repair structure according to the present invention will be briefly described. First, the reinforcing material H not shown
4 is temporarily fixed along the diagonal of the existing outer wall,
The fastener I shown in (a) and (b) is fixed to the skeleton A from the existing outer wall G by the fixing surface 1 as shown in FIG. At this time, the fixture α is to pass through the hole 2, and it is preferable to place the fixture at a position where the main pillar B intersects the base D, the eaves girder or the girder E. In addition, as shown in FIG. 2, when a plurality of fasteners I are used for fixing one place of the reinforcing material, they are arranged in parallel with the reinforcing material H at intervals such that they match the width of the reinforcing material H. Is.

【0020】次に、図7に示すように補強材Hの端部、
すなわち弾性体bが配されていない部分を、締金具Iの
空隙8の奥まで嵌挿して合致させ、孔6に固定具αを挿
入して、空隙8に補強材Hを嵌挿したまま、図8に示す
ように締金具Iの打設面3が固定面1と略同一平面にな
るように変形し、孔6を通過させた固定具αを、既存外
壁Gおよび躯体Aに打設する。締金具Iの変形はハンマ
ーによる打撃や、その他押圧等の力によって行うもので
あり、変形を行う際は補強材Hの空隙8に挟持された部
分は、打設面3が水平方向に傾斜していくのに伴って空
隙8の補強材Hの上下方向に対する幅が狭くなり、挟持
力が増していくため補強材Hがずれることがないもので
ある。なお、締金具Iを変形させることで、補強材Hの
空隙8に挟持された部分が補強材Hの長手方向に対して
外側に移動し、補強材Hを引き延ばして弛みをなくすこ
とにより、より強力な補強となるものである。
Next, as shown in FIG. 7, the end portion of the reinforcing material H,
That is, the portion where the elastic body b is not arranged is fitted and fitted into the cavity 8 of the fastener I so that the fastener α is inserted into the hole 6 and the reinforcing material H is still inserted into the cavity 8. As shown in FIG. 8, the mounting surface 3 of the fastener I is deformed so as to be substantially flush with the fixing surface 1, and the fixture α that has passed through the hole 6 is mounted on the existing outer wall G and the frame A. . The fastener I is deformed by hammering or other force such as pressing. When performing the deformation, the portion of the reinforcing member H sandwiched in the void 8 has the placing surface 3 inclined in the horizontal direction. The width of the space 8 in the vertical direction of the reinforcing material H becomes narrower as it goes, and the clamping force increases, so that the reinforcing material H does not shift. By deforming the fastener I, the portion of the reinforcing material H sandwiched in the gap 8 moves outward with respect to the longitudinal direction of the reinforcing material H, and the reinforcing material H is stretched to eliminate looseness. It is a powerful reinforcement.

【0021】そして、図9に示すように、孔7を通過さ
せ、かつ補強材Hを介して固定具αを既存外壁Gおよび
躯体Aに打設し、補強材Hの端部を完全に固定するもの
である。
Then, as shown in FIG. 9, the fixing tool α is driven through the hole 7 and through the reinforcing material H to the existing outer wall G and the body A to completely fix the end portion of the reinforcing material H. To do.

【0022】なお、補強材Hの幅方向の両側に締金具I
を用る場合は、図10に示すように配するもので、強力
で安定した固定とするのに有効である。なお、図示しな
いが、締金具Iによって固定した補強材Hの端部の近傍
にて、固定具αを補強材H上から直接、既存外壁G、躯
体Aに打設して、さらに固定強度を高めることができ
る。また、補強材Hの片端を固定具αによってのみ固定
し、もう片端を締金具Iを用いて固定することもでき
る。
It should be noted that the fastening members I are provided on both sides of the reinforcing material H in the width direction.
When used, it is arranged as shown in FIG. 10, which is effective for strong and stable fixation. Although not shown, in the vicinity of the end of the reinforcing material H fixed by the fastener I, the fixing tool α is directly driven from above the reinforcing material H to the existing outer wall G and the skeleton A to further improve the fixing strength. Can be increased. Further, it is also possible to fix one end of the reinforcing material H only by the fixing tool α and fix the other end by using the fastener I.

【0023】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11〜図18に示すような改
修構造としたり、改修の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 the repairing structure as shown in FIGS. 11 to 18 can be used, or members for repairing can be used.

【0024】すなわち、図11(a)は補強材Hと新規
外壁Jとの間に防水シート12を介在し防水性能の向上
を図った例である。また、図11(b)は補強材Hと新
規外壁Jとの間に新規外壁Jの取付下地となる胴縁13
を適宜ピッチで配設し、胴縁13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。
That is, FIG. 11A shows an example in which the waterproof sheet 12 is interposed between the reinforcing material H and the new outer wall J to improve the waterproof performance. Further, FIG. 11B shows a furring strip 13 which is a base for mounting the new outer wall J between the reinforcing material H and the new outer wall J.
Is an example in which the air cycle path is secured by arranging the elements at an appropriate pitch and utilizing the thickness of the furring strip 13 itself.

【0025】また、図12は補強材Hの上に胴縁13を
適宜ピッチで配設すると共に、各胴縁13間に断熱材層
14を形成した例である。断熱層材14は構造全体の断
熱性能、気密性能の向上や、補強材Hが金属製の際に、
温度差により結露が発生するのを防止するものであり、
そ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。
FIG. 12 shows an example in which the furring strips 13 are arranged on the reinforcing material H at an appropriate pitch, and the heat insulating material layer 14 is formed between the furring strips 13. The heat insulating layer material 14 improves the heat insulating performance and airtight performance of the entire structure, and when the reinforcing material H is made of metal,
This is to prevent condensation due to the temperature difference.
For example, polyurethane, polyisocyanurate, phenol, vinyl chloride, polyethylene, synthetic resin foam such as polystyrene, and board-shaped panels such as gypsum board, rock wool board, glass fiber, inorganic board such as siding board are formed in order. It can be formed by laminating, but it is particularly preferable to use an on-site blown foam type synthetic resin.

【0026】図13(a)〜(d)〜図15(a)〜
(d)は、本発明に係る外壁改修構造に用いられる補強
材Hを変形した例である。
13 (a)-(d) -FIG. 15 (a)-
(D) is an example in which the reinforcing material H used in the outer wall repair structure according to the present invention is modified.

【0027】すなわち図13(a)は、補強材Hの既存
外壁に接する側の面の両端近傍を除く全域に亘って弾性
体bを施した例、図13(b)は基板aの両端の他に、
中心線近傍に屈曲した帯状の弾性体bを配した例、図1
3(c)、(d)は基板aの長手方向の両端に複数のリ
ブ15を設けた例であり、締金具Iとの係合が強力にな
り、かつ確実に行えるものである。
That is, FIG. 13A shows an example in which the elastic body b is applied over the entire area of the surface of the reinforcing member H which is in contact with the existing outer wall except for the vicinity of both ends, and FIG. other,
An example in which a bent strip-shaped elastic body b is arranged near the center line, FIG.
3 (c) and 3 (d) are examples in which a plurality of ribs 15 are provided at both ends in the longitudinal direction of the substrate a, and the engagement with the fastener I is strong and can be performed reliably.

【0028】また、図14(a)〜(d)は弾性体bの
配設のその他のパターンを示すものである。また、図1
5(a)〜(d)は、仮止めをさらに強力にするために
粘着テープ16を配した場合の、弾性体bと粘着テープ
16の配置パターンの例を示すものである。
Further, FIGS. 14A to 14D show other patterns of arrangement of the elastic body b. Also, FIG.
5 (a) to 5 (d) show examples of arrangement patterns of the elastic body b and the adhesive tape 16 when the adhesive tape 16 is arranged to further strengthen the temporary fixing.

【0029】図16(a)〜(f)は新規外壁Jに用い
られる乾式外壁材Lのその他の例を示すものであり、図
16(a)〜(c)は金属系サイディング、図16
(d)は塩ビサイディング、図16(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。
16 (a) to 16 (f) show another example of the dry type outer wall material L used for the new outer wall J. FIGS. 16 (a) to 16 (c) show metal-based siding, and FIG.
16D shows a cross-sectional shape of PVC siding, and FIGS. 16E and 16F show sectional shapes of ceramic siding.

【0030】図17(a)〜(d)、図18(a)〜
(d)は締金具Iの変形例である。図17(a)〜
(d)は打設面3の両側に係止舌片4を設け、使用する
方向を問わないものであり、特に図17(b)、(d)
は係止舌片5を設けない例、図17(c)は、締め付け
たい強度によって2通りの空隙を選択できる締金具Iの
例である。
17 (a)-(d) and 18 (a)-
(D) is a modified example of the fastener I. FIG.
(D) shows that the locking tongue pieces 4 are provided on both sides of the driving surface 3 and the direction of use is not limited.
Shows an example in which the locking tongue piece 5 is not provided, and FIG. 17 (c) shows an example of a fastener I in which two kinds of gaps can be selected depending on the strength to be tightened.

【0031】図18(a)は係止舌片4を大きく形成し
た例、図18(b)は係止舌片5を設けずに係止舌片4
を大きく形成した例、図18(c)は空隙8を2箇所に
設けて、必要に応じて使い分けることができるようにし
た例、図18(d)は係止舌片4、5のそれぞれ先端を
鋸状に形成して補強材Hとの結合を強化した締金具Iの
例である。
FIG. 18A shows an example in which the locking tongue 4 is formed large, and FIG. 18B shows the locking tongue 4 without the locking tongue 5.
18 (c) is an example in which the gap 8 is provided at two positions so that the gaps 8 can be selectively used as needed. FIG. 18 (d) shows the tips of the locking tongues 4 and 5, respectively. It is an example of a fastener I having a saw-like shape to strengthen the connection with the reinforcing material H.

【0032】[0032]

【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、改修する既存外壁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
を斜め配設し締金具を介して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外壁上に形成したの
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。
締金具によって補強材に張力を加えることにより補強
材に弛みが生じなくなるので、極めて震動に強い補強と
なる。補強材の裏面に粘着性を有する弾性体を施した
ので、仮止めが容易で、かつさらに弛みを少なく仕上げ
られるため、より強力な補強となる。補強材の裏面に
粘着性を有する弾性体を施したので、既存外壁の不陸
(凹凸)を吸収し、施工性が向上する。等の特徴、効果
がある。
According to the outer wall repairing structure of the present invention as described above, the foundation and the eaves girder constituting the existing frame from the existing outer wall to be repaired before the existing outer wall is repaired with the new outer wall. Or, to connect the girders, a long reinforcing material is diagonally arranged and fixed to the body through a fastener, and a new outer wall is formed on the existing outer wall so as to cover the reinforcing material. The strength can be improved, the strength of the skeleton 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 construction man-hours 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, construction is easy and 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 slack does not occur in the reinforcing material when the tension is applied to the reinforcing material by the fastener, the reinforcement is extremely strong against vibration. Since the back surface of the reinforcing material is provided with an elastic material having adhesiveness, temporary fixing is easy, and the slack can be further reduced, resulting in stronger reinforcement. Since the back surface of the reinforcing material is provided with an elastic body having adhesiveness, unevenness (unevenness) of the existing outer wall is absorbed and the workability is improved. There are features and effects such as.

【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】補強材の端部の固定部分を示す部分拡大図であ
る。
FIG. 2 is a partially enlarged view showing a fixed portion of an end portion of a reinforcing member.

【図3】本発明に用いる補強材の例を示す説明図であ
る。
FIG. 3 is an explanatory diagram showing an example of a reinforcing material used in the present invention.

【図4】本発明に用いる締金具の例を示す説明図であ
る。
FIG. 4 is an explanatory view showing an example of a fastener used in the present invention.

【図5】本発明に用いる乾式外壁材の例を示す説明図で
ある。
FIG. 5 is an explanatory view showing an example of a dry type outer wall material used in the present invention.

【図6】本発明の施工方法の一実施例の説明図である。FIG. 6 is an explanatory diagram of an embodiment of a construction method of the present invention.

【図7】本発明の施工方法の一実施例の説明図である。FIG. 7 is an explanatory diagram of an embodiment of a construction method of the present invention.

【図8】本発明の施工方法の一実施例の説明図である。FIG. 8 is an explanatory diagram of an example of a construction method of the present invention.

【図9】本発明の施工方法の一実施例の説明図である。FIG. 9 is an explanatory diagram of an embodiment of a construction method of the present invention.

【図10】本発明の施工方法の一実施例の説明図であ
る。
FIG. 10 is an explanatory diagram of an embodiment of a construction method of the present invention.

【図11】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. 11 is an explanatory diagram showing another example of the outer wall repair structure according to the present invention.

【図12】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. 12 is an explanatory view showing another example of the outer wall repair structure according to the present invention.

【図13】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. 13 is an explanatory view showing another example of the reinforcing material used in the present invention.

【図14】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. 14 is an explanatory view showing another example of the reinforcing material used in the present invention.

【図15】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. 15 is an explanatory view showing another example of the reinforcing material used in the present invention.

【図16】本発明に使用する乾式外壁材のその他の例を
示す説明図である
FIG. 16 is an explanatory view showing another example of the dry type outer wall material used in the present invention.

【図17】本発明に使用する締金具のその他の例を示す
説明図である。
FIG. 17 is an explanatory view showing another example of the fastener used in the present invention.

【図18】本発明に使用する締金具のその他の例を示す
説明図である。
FIG. 18 is an explanatory view showing another example of the fastener 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 軒桁もしくは妻梁 F 基礎 G 既存外壁 H 補強材 I 締金具 J 新規外壁 K 役物 L 乾式外壁材 a 基板 b 弾性体 1 固定面 2 孔 3 打設面 4 係止舌片 5 係止舌片 6 孔 7 孔 8 空隙 9 表面材 10 裏面材 11 芯材 12 防水シート 13 胴縁 14 断熱材層 15 リブ 16 粘着テープ α Fixture A Frame B Main pillar C Gambling D Foundation E Eave girder or gable beam F Foundation G Existing outer wall H Reinforcement material I Fastener J New outer wall K Material L Dry outer wall material a Substrate b Elastic body 1 Fixed surface 2 Hole 3 Placing surface 4 Locking tongue 5 Locking tongue 6 Hole 7 Hole 8 Air gap 9 Surface material 10 Back material 11 Core material 12 Waterproof sheet 13 Furnace 14 Thermal insulation layer 15 Rib 16 Adhesive tape

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 建築、構築物の既存外壁を新規外壁で改
修した構造において、改修する既存外壁上から既存の躯
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外壁材からなる新規外壁を既
存外壁上に形成した構造であり、前記補強材の少なくと
も長手方向の一方端部は、平面平板で任意箇所に孔を穿
設した固定面と該固定面の一辺を斜め上方に屈曲延長し
た平面の打設面と該打設面の少なくとも片端側の平面の
一部を緩傾斜をもって打設面の下方に屈曲した係止舌片
とから構成され、該係止舌片の下端辺と打設面とは前記
補強材の厚みと同等の間隙を有した締金具を介するもの
で、締金具を固定面にて釘等の固定具によって既存外壁
上から躯体に打設し、また締金具の打設面と係止舌片と
の間隙に補強材の少なくとも端部を挟み込み、補強材の
端部を挟み込んだままの状態で打設面を固定面と略同一
平面になるように変形することにより補強材を固定し、
また前記補強材は既存外壁に接する側の面の任意箇所に
粘着性を有する弾性体を配することを特徴とする外壁改
修構造。
1. In a structure in which an existing outer wall of a building or a structure is renovated with a new outer wall, a long reinforcing member is provided so as to connect the foundation constituting the existing skeleton to the eaves girder or gable beam on the existing outer wall to be renovated. It is arranged diagonally and fixed to the body,
A structure in which a new outer wall made of a dry type outer wall material is formed on the existing outer wall so as to cover the reinforcing material, and at least one end portion in the longitudinal direction of the reinforcing material is a flat plate with a hole drilled at an arbitrary position. A surface and a mounting surface of a flat surface in which one side of the fixed surface is bent and extended obliquely upward, and a locking tongue in which at least a part of the flat surface on one end side of the mounting surface is bent downward with a gentle inclination. The lower end side of the locking tongue and the driving surface are provided with a fastener having a gap equivalent to the thickness of the reinforcing material, and the fastener is fixed on the fixing surface by a fixture such as a nail. Placed on the structure from the existing outer wall, insert at least the end of the reinforcing material in the gap between the surface of the fastener and the retaining tongue, and leave the end of the reinforcing material in place. Fix the reinforcing material by deforming so that it becomes approximately the same plane as the fixing surface,
Further, the reinforcing material is an outer wall repairing structure characterized in that an elastic body having an adhesive property is arranged on an arbitrary portion of a surface of the reinforcing material which is in contact with an existing outer wall.
JP24999395A 1995-09-28 1995-09-28 Exterior wall repair structure Expired - Fee Related JP3627024B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24999395A JP3627024B2 (en) 1995-09-28 1995-09-28 Exterior wall repair structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24999395A JP3627024B2 (en) 1995-09-28 1995-09-28 Exterior wall repair structure

Publications (2)

Publication Number Publication Date
JPH0988295A true JPH0988295A (en) 1997-03-31
JP3627024B2 JP3627024B2 (en) 2005-03-09

Family

ID=17201250

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24999395A Expired - Fee Related JP3627024B2 (en) 1995-09-28 1995-09-28 Exterior wall repair structure

Country Status (1)

Country Link
JP (1) JP3627024B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101697728B1 (en) * 2015-12-21 2017-01-18 한국건설기술연구원 Exterior insulation panel assembly for structure having reinforcement function and construction method using that
CN114753297A (en) * 2022-04-11 2022-07-15 中国铁建港航局集团有限公司 New and old dock wall connection structure and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101697728B1 (en) * 2015-12-21 2017-01-18 한국건설기술연구원 Exterior insulation panel assembly for structure having reinforcement function and construction method using that
CN114753297A (en) * 2022-04-11 2022-07-15 中国铁建港航局集团有限公司 New and old dock wall connection structure and construction method thereof
CN114753297B (en) * 2022-04-11 2024-02-02 中国铁建港航局集团有限公司 Novel dock wall connecting structure and construction method thereof

Also Published As

Publication number Publication date
JP3627024B2 (en) 2005-03-09

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