JP2003232118A - Repair construction work of alc external wall - Google Patents

Repair construction work of alc external wall

Info

Publication number
JP2003232118A
JP2003232118A JP2002030903A JP2002030903A JP2003232118A JP 2003232118 A JP2003232118 A JP 2003232118A JP 2002030903 A JP2002030903 A JP 2002030903A JP 2002030903 A JP2002030903 A JP 2002030903A JP 2003232118 A JP2003232118 A JP 2003232118A
Authority
JP
Japan
Prior art keywords
wall
alc
hole
base material
alc outer
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
JP2002030903A
Other languages
Japanese (ja)
Other versions
JP3902020B2 (en
Inventor
Seiji Furukawa
清司 古川
Hajime Ishiyama
元 石山
Akihiro Suzuki
明広 鈴木
Tetsuya Hayashizaki
哲也 林崎
Eiichiro Tsuruta
永一郎 鶴田
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 JP2002030903A priority Critical patent/JP3902020B2/en
Publication of JP2003232118A publication Critical patent/JP2003232118A/en
Application granted granted Critical
Publication of JP3902020B2 publication Critical patent/JP3902020B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a repair work of an existing ALC external wall member (lightweight cellular concrete) having a sufficient mounting strength of novel dry wall members without damage of the ALC external walls, or a repair work of the external wall face by use of a novel external wall, by securely fixing to the ALC external wall by using a fitting guide and forming a projecting beam directly fixed to the frame body (backing member). <P>SOLUTION: A through hole C is formed on an existing ALC external wall B and a fitting guide having a cylindrical hollow part is inserted in the through hole C and fixed to the external wall B. An external member D1 of a connected base member D formed of a double cylinder is inserted by use of the fitting guide and fitted to the backing member A of the frame body structure. Thereafter, a fitting guide F is removed and an internal member D2 of the connected base member D is fastened to the external member D1 of the connected base member D and then, furring strips E are attached to the front end of the internal member D2 and the fixing face and then, a novel dry wall member G is fixed to the furring strips F. <P>COPYRIGHT: (C)2003,JPO

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は建築、構築物のAL
C部材(軽量気泡コンクリート)からなる既存外壁面を
新規外壁で改修するための工法に関するものである。さ
らに詳しくは、新規の乾式壁材を取り付けるための連結
下地材を、取付ガイドを用いて確実に、建物の躯体(下
地材)に直接固定した持出梁とすることによって、AL
C外壁を傷つけず、しかも、新規の乾式壁材の取付強度
も充分なALC外壁の改修工法に関するものである。
TECHNICAL FIELD The present invention relates to an AL for construction and construction.
The present invention relates to a construction method for repairing an existing outer wall made of a C member (lightweight cellular concrete) with a new outer wall. More specifically, the connection base material for mounting a new dry wall material is a take-out beam that is fixed directly to the building frame (base material) using the mounting guide, and
The present invention relates to a method for repairing an ALC outer wall that does not damage the outer wall of C and has sufficient attachment strength for a new dry wall material.

【0002】[0002]

【従来の技術】従来、ALC部材を使用した外壁の改修
は、古くなった既存のALC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工法
や、ALC外壁面に直接新規の乾式壁材を当接して、乾
式壁材をコンクリートアンカー等の固定具を用いて、A
LC壁そのものを壁下地材として利用して改修した工法
が一般的に知られている。
2. Description of the Related Art Conventionally, the repair of the outer wall using ALC members is a method of removing all the existing old ALC outer wall and forming a new outer wall on the wall base material such as the existing skeleton and furring strip, A new dry wall material is brought into direct contact with the outer wall surface of the ALC, and the dry wall material is fixed by using a fixture such as a concrete anchor.
A construction method in which the LC wall itself is used as a wall base material and repaired is generally known.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
ように古くなった既存のALC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した工
法では、撤去のための費用の増大や撤去した廃材の処理
に課題があると共に、工事中は外壁が無い状態となり、
工事期間中は建物に居住したり、あるいは仕事を行った
り、建物内部を利用することが出来なくなる欠点があっ
た。
However, by removing all the old ALC outer walls that have become old as described above,
With the method of forming a new outer wall on the wall base material such as the existing skeleton and furring, there is a problem in increasing the cost for removal and processing of the removed waste material, and there is no outer wall during the construction,
During the construction period, there was a drawback that it was not possible to live in the building, work, or use the inside of the building.

【0004】また、ALC外壁をそのまま壁下地材とし
て利用し、新規壁材を施工する工法では、そもそも古く
なったALC外壁は、その性質により凍害や経時変化
で、ひび割れや一部脱落、強度劣化が進んでおり、これ
を壁下地として、新規壁材の主要取付強度を負わせるに
は強度的に問題が残り、台風や地震等の外的衝撃により
脱落したり、剥がれたりする危険を伴っていた。さら
に、ALC外壁の表面には凹凸があり、そのまま新規外
壁を施工すると凹凸による不陸調整が困難で、張り上が
った新規壁面にも凹凸が発生し、美観性にも劣るもので
あった。
Further, in the method of constructing a new wall material by using the ALC outer wall as it is as a base material for the wall, the old ALC outer wall is cracked, partially dropped, and deteriorated in strength due to frost damage and aging due to its properties. However, there is still a problem in strength in order to impose the main mounting strength of new wall materials using this as a wall foundation, and there is a risk of falling off or peeling off due to external shock such as typhoon or earthquake. It was In addition, the surface of the ALC outer wall has irregularities, and if a new outer wall is constructed as it is, it is difficult to adjust the unevenness due to the irregularities, and irregularities also occur on the raised new wall surface, resulting in poor aesthetics.

【0005】[0005]

【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ALC外壁に貫通孔を形成し、
貫通孔に筒状の中空部を有する取付ガイドを挿入すると
共に、ALC外壁に固定し、取付ガイドの中空部に連結
下地材の外部材を挿入し、外部材の底部外周に突出片を
形成して凹部を形成した外底部を下地材に取り付け、そ
の後取付ガイドを撤去し、さらに、連結下地材の外部材
に連結下地材の内部材を締結し、前記貫通孔間には既存
のALC外壁を貫通する中間貫通孔を形成し、中間貫通
孔にはALC外壁の厚さで対峙した固定面が載置部を介
して一体化された振れ止め金具を挿入すると共に、固定
面でALC外壁を挟み込み、次に内部材の先端および固
定面に胴縁を取り付け、胴縁に新規の乾式壁材を固定す
るALC外壁の改修工法としたので、工事中も居住を損
なわず、施工が容易で取り付け強度も確実となり、連結
下地材が伸縮機能を有するので、ALC外壁の厚みの違
いへの対応や不陸の調整も可能なので、新規乾式壁材の
張り上がりの美観性も向上し、さらには、取付ガイドを
用いることで、連結下地材が既存のALC外壁に触れる
ことなく取り付けることが出来、持出梁工法として、既
存のALC外壁に一切の負担(荷重を)かけずに改修出
来るALC外壁の改修工法を提案するものである。
In order to eliminate such drawbacks, the present invention forms a through hole in an existing ALC outer wall,
Insert a mounting guide having a cylindrical hollow portion into the through hole, fix it to the ALC outer wall, insert the outer member of the connecting base material into the hollow portion of the mounting guide, and form a protruding piece on the outer periphery of the bottom of the outer member. The outer bottom portion with the concave portion formed is attached to the base material, then the attachment guide is removed, the inner member of the connection base material is fastened to the outer member of the connection base material, and the existing ALC outer wall is provided between the through holes. An intermediate through-hole is formed through which a fixing surface facing the thickness of the ALC outer wall is inserted into the intermediate through-hole, and a steadying metal fitting is inserted through the mounting portion. The fixing surface sandwiches the ALC outer wall. Next, we installed a furring strip on the tip and fixing surface of the inner member, and a new dry wall material was fastened to the furring strip, which was a method of repairing the ALC outer wall. Also, the connecting base material expands and contracts. Since it has the ALC outer wall thickness difference and can adjust the unevenness, the appearance of the new dry wall material can be improved, and by using the mounting guide, the existing connection base material can be used. It is possible to attach without touching the ALC outer wall, and to propose a method for repairing the ALC outer wall as a take-out beam construction method that can be repaired without applying any load (load) to the existing ALC outer wall.

【0006】[0006]

【発明の実施の形態】以下に、図面を用いて本発明に係
るALC外壁の改修工法の一実施例について詳細に説明
する。図1は上記ALC外壁の改修工法にて改修した代
表的な一例を示す斜視図、図2はその断面図を表す説明
図であり、Aは建物の躯体およびALC外壁Bの取り付
け下地となる下地材で、図に示すような水平方向に配置
された横架材からなり、さらに具体的にはH型鋼材、も
しくは図示しないが角型鋼材、C型鋼材(リップ溝型鋼
材)、L型アングル材、溝型鋼材、等の鉄骨の下地材か
らなるものである。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a method for repairing an ALC outer wall according to the present invention will be described in detail below with reference to the drawings. FIG. 1 is a perspective view showing a typical example of the above-mentioned ALC outer wall repaired by a repairing method, and FIG. 2 is an explanatory view showing a cross-sectional view thereof. A is a base for mounting a building frame and an ALC outer wall B. Material, which consists of horizontal members horizontally arranged as shown in the figure, and more specifically, H type steel material, or square steel material (not shown), C type steel material (lip groove type steel material), L type angle It is composed of a steel-framed base material such as a steel material, a grooved steel material, or the like.

【0007】Bは既存のALC外壁で、図2に示すよう
に、H型鋼材等からなる下地材Aにアングルa、タテカ
ベプレートbを介して固定されているものである。な
お、図2は改修時期にきている一般的な挿入筋工法にて
取り付けられているALC外壁Bの例を示しており、こ
の他にもALCの取り付け方は種々あり、これに限定さ
れるものではない。また、cはALC外壁Bの目地部に
充填される充填目地材であり、さらには、ALC外壁B
の表面に化粧被覆部材(塗料等、図示せず)で化粧が施
されていたりするものである。
Reference numeral B denotes an existing ALC outer wall, which is fixed to a base material A made of H-shaped steel or the like through an angle a and a vertical cover plate b, as shown in FIG. Note that FIG. 2 shows an example of the ALC outer wall B attached by a general insertion muscular construction method at the time of renovation, and there are various other ways to attach the ALC, and the present invention is not limited to this. Not a thing. Further, c is a filler joint material filled in the joint portion of the ALC outer wall B, and further, the ALC outer wall B
The surface of the is coated with a makeup covering member (paint or the like, not shown).

【0008】本発明では、このようにして形成されてい
る既存のALC外壁Bに対して、まず、貫通孔Cと中間
貫通孔C1を形成するものである。貫通孔Cと中間貫通
孔C1は図3および図4に示すように、下地材Aの配設
位置に沿って、ALC外壁Bにホールソー等の孔あけ機
器1を用いて、ALC外壁Bの表面側から形成するもの
である。また、貫通孔Cは後記する取付ガイドFや連結
下地材Dを差し込むための経路として機能するものであ
り、その形状、大きさは連結下地材Dが容易に充填出来
る程度で、下地材Aに取り付けられれば任意である。勿
論、縦筋、横筋を外した位置で貫通孔Cを形成するもの
である。
In the present invention, the through hole C and the intermediate through hole C1 are first formed in the existing ALC outer wall B thus formed. As shown in FIG. 3 and FIG. 4, the through hole C and the intermediate through hole C1 are formed on the surface of the ALC outer wall B by using the hole drilling device 1 such as a hole saw on the ALC outer wall B along the arrangement position of the base material A. It is formed from the side. Further, the through hole C functions as a path for inserting a mounting guide F and a connecting base material D, which will be described later, and its shape and size are such that the connecting base material D can be easily filled. It is optional if attached. Of course, the through hole C is formed at a position where the vertical and horizontal stripes are removed.

【0009】また、貫通孔Cの形成ピッチとしては、後
記する新規の乾式壁材Gに必要充分な取付強度(耐風圧
強度)を満たす範囲内であれば任意で、例えば、水平方
向のピッチP=600、900、1200、1500m
m位、垂直方向のピッチLは、建物の種類によっても異
なるが、一般的には1階層分の高さ3500mm位であ
る。なお、ALC外壁Bに貫通孔Cと中間貫通孔C1を
形成することにより、ALC外壁Bの表面側から下地材
Aを施工者が目で直接確認することが出来、後記する取
付ガイドFや連結下地材Dの下地材Aへの取り付けが確
実なものとなる。
The pitch of the through-holes C may be any as long as it is within a range satisfying the necessary and sufficient mounting strength (wind pressure strength) for the new dry wall material G, which will be described later. = 600, 900, 1200, 1500m
The m-th position and the pitch L in the vertical direction differ depending on the type of building, but are generally about 3500 mm in height for one floor. By forming the through hole C and the intermediate through hole C1 in the ALC outer wall B, the builder can directly visually check the base material A from the surface side of the ALC outer wall B, and the mounting guide F and the connection described later can be obtained. The base material D is securely attached to the base material A.

【0010】さらに、中間貫通孔C1の形成ピッチとし
ては、後記する新規の乾式壁材Gに必要充分な取付強度
(耐風圧強度)を満たす範囲内であれば任意で、例え
ば、水平方向のピッチP1=300、450、600、
750mm位、垂直方向のピッチは、建物の種類によっ
ても異なるが、一般的には1階層分の高さ3500mm
位、あるいは1/2の1750mm位である。勿論、貫
通孔Cの形成で乾式壁材Gが必要十分な強度が保てる場
合には、中間貫通孔C1の形成は不要である。なお、A
LC外壁Bに貫通孔Cと中間貫通孔C1を形成すること
により、ALC外壁Bの表面側から下地材Aを施工者が
目で直接確認することが出来、後記する取付ガイドFや
連結下地材Dの下地材Aへの取り付けが確実なものとな
る。
Further, the formation pitch of the intermediate through holes C1 is arbitrary as long as it is within a range satisfying the necessary and sufficient mounting strength (wind pressure resistance) for the new dry wall material G described later, for example, the pitch in the horizontal direction. P1 = 300, 450, 600,
About 750 mm, the pitch in the vertical direction varies depending on the type of building, but in general, the height for one floor is 3500 mm
Or about 1750 mm, which is 1/2. Of course, when the dry wall material G can maintain the necessary and sufficient strength by forming the through hole C, the formation of the intermediate through hole C1 is unnecessary. In addition, A
By forming the through hole C and the intermediate through hole C1 in the LC outer wall B, the builder can directly confirm the base material A from the surface side of the ALC outer wall B with the eyes, and the mounting guide F and the connection base material described later can be obtained. The attachment of D to the base material A becomes reliable.

【0011】貫通孔Cには図5に示すように、図6
(a)、(b)に示すような取付ガイドFの中空部3を
挿入し、取付ガイドFの舌片部2をALC外壁Bに固定
具αを用いて固定するものである。取付ガイドFは図6
(a)、(b)に示すように、平板状の舌片部2の略中
心部分に、筒状で内部に中空を有する中空部3を一体に
取り付けたものからなる。また、取付ガイドFの素材と
しては、各種金属材(スチール材、アルミ材、ステンレ
ス材等)や各種合成樹脂材(塩化ビニル材、FRP、ポ
リカーボネイト等)からなるものである。
In the through hole C, as shown in FIG.
The hollow portion 3 of the mounting guide F as shown in (a) and (b) is inserted, and the tongue piece 2 of the mounting guide F is fixed to the ALC outer wall B using the fixing tool α. The mounting guide F is shown in Fig. 6.
As shown in (a) and (b), a tubular hollow portion 3 having a hollow inside is integrally attached to a substantially central portion of a flat plate-shaped tongue portion 2. The material of the mounting guide F is made of various metal materials (steel material, aluminum material, stainless material, etc.) and various synthetic resin materials (vinyl chloride material, FRP, polycarbonate, etc.).

【0012】さらに、取付ガイドFの舌片部2の外周付
近には複数の下孔2aが形成されており、中空部3を貫
通孔Cに挿入した後、ALC外壁Bの表面に舌片部2の
裏面を当接し、下孔2aを介して固定具α(ヘクス、テ
クス、スクリュウビス等)にて固定するものである。こ
の場合には、後で取付ガイドFの撤去(取り外し)が容
易なように、固定具αを最後まで締め込まず、途中で止
めるように行っても良いものである。
Further, a plurality of pilot holes 2a are formed in the vicinity of the outer periphery of the tongue piece 2 of the mounting guide F, and after the hollow portion 3 is inserted into the through hole C, the tongue piece portion is formed on the surface of the ALC outer wall B. The back surface of 2 is abutted, and is fixed by a fixing tool α (hex, tex, screw screw, etc.) through the pilot hole 2a. In this case, the fixing tool α may not be tightened to the end and may be stopped midway so that the attachment guide F can be easily removed (removed) later.

【0013】この際、貫通孔Cの中心点と取付ガイドF
の中空部2の中心点がほぼ一致するように、注意して取
り付けるものであり、これにより、後記する連結下地材
Dの外部材D1を貫通孔Cの中心部に取り付けることが
出来るので、外部材D1の外周が貫通孔Cに接しないよ
うに確実に取り付けが可能となり、ALC外壁Bには一
切の負担(荷重)がかからないようにするものである。
At this time, the center point of the through hole C and the mounting guide F
It is attached with care so that the center points of the hollow portions 2 of the above are substantially the same. With this, the outer member D1 of the connecting base material D described later can be attached to the center portion of the through hole C. The material D1 can be securely attached so that the outer periphery of the material D1 does not come into contact with the through hole C, and no burden (load) is applied to the ALC outer wall B.

【0014】次に図7の斜視図、および図8の断面図に
示すように、図9(a)、(b)に示すような取付ガイ
ドFの中空部3内に、連結下地材Dを構成する外部材D
1を挿入する。そして、外部材D1の底部外周に突出片
4bを形成して凹部4aを形成した外底部4を、下地材
Aのウェブ部分に突出片4bが当接するまで押し込ん
で、テクスドライバや充電ドライバ等の固定機器5を用
いて外底部4に予め形成したおいた下孔6を介して固定
具αを打ち込み、下地材Aに固定するものである。
Next, as shown in the perspective view of FIG. 7 and the sectional view of FIG. 8, the connecting base material D is placed in the hollow portion 3 of the mounting guide F as shown in FIGS. 9 (a) and 9 (b). External member D
Insert 1. Then, the outer bottom portion 4 in which the protruding piece 4b is formed on the outer periphery of the bottom portion of the outer member D1 and the recessed portion 4a is formed is pushed until the protruding piece 4b comes into contact with the web portion of the base material A, so that a texture driver, a charging driver, or the like can be used. The fixing device α is driven by using the fixing device 5 through the prepared hole 6 formed in the outer bottom portion 4 in advance and fixed to the base material A.

【0015】外部材D1は取付ガイドFの中空部3に挿
入され、支持されているので、固定する際は、施工者は
外部材D1を支えている必要はなく、両手が自由に使え
ると共に、固定機器5使用時の振動等により、外部材D
1がずれることなく、確実に定位置に固定することが出
来るものである。なお、中空部3の内径と外部材D11
の外径の関係は、中空部3内に外部材D1が容易に挿入
出来、かつ、ほぼガタツキが無い程度であれば任意であ
る。また、凹部4aの空隙を介して下地材Aに固定され
るために、外底部4がテクスドライバや充電ドライバ等
の固定機器5のよる固定力により外底部4が少々変形し
た状態で固定され、外底部4がスプリングバック効果を
発揮した状態で固定される。このために、施工後の地震
等の振動に対して追従し、恒常的な固定力を発揮し、さ
らにガタツキ無く強力に固定出来るものである。
Since the outer member D1 is inserted into and supported by the hollow portion 3 of the mounting guide F, it is not necessary for the builder to support the outer member D1 when fixing, and both hands can be used freely. External member D due to vibration etc. when using the fixed device 5
It is possible to securely fix the fixed position 1 without shifting the position 1. The inner diameter of the hollow portion 3 and the outer member D11
The outer diameter relationship is arbitrary as long as the outer member D1 can be easily inserted into the hollow portion 3 and there is substantially no rattling. Further, since the outer bottom portion 4 is fixed to the base material A through the gap of the recess 4a, the outer bottom portion 4 is fixed in a state where the outer bottom portion 4 is slightly deformed by the fixing force of the fixing device 5 such as a texture driver or a charging driver. The outer bottom portion 4 is fixed in a state of exhibiting a springback effect. For this reason, it is possible to follow a vibration such as an earthquake after construction, exert a constant fixing force, and further firmly fix it without rattling.

【0016】外部材D1は図9(a)、(b)に示すよ
うに、有底の円筒体であり、外底部4を有し、開口側内
周面には雌ネジ溝7が形成されており、さらに、外部材
D1の外底部4には、1つ以上の複数の下孔6が形成さ
れているものである。下孔6は、ヘクス、テクス、スク
リュウビス等の固定具αの打設の際のガイド孔として機
能するものであり、その数は必要な取付強度により任意
に設定されるものである。
As shown in FIGS. 9 (a) and 9 (b), the outer member D1 is a cylindrical body having a bottom, has an outer bottom portion 4, and has a female screw groove 7 formed on the inner peripheral surface on the opening side. Further, one or more prepared holes 6 are formed in the outer bottom portion 4 of the outer member D1. The lower hole 6 functions as a guide hole when the fixture α such as a hex, a tex, a screw screw, etc. is set, and the number thereof is arbitrarily set according to the required mounting strength.

【0017】次に図10に示すように、外部材D1の下
地材Aへの取り付けが済んだら、今度は固定してある取
付ガイドFを撤去するものである。これは、取付ガイド
Fを固定している固定具αを取り外し、貫通孔Cから取
付ガイドFの中空部3を引き抜くことにより行うもので
ある。この際、固定していた固定具αを取り外したこと
により形成された跡孔に、例えば、モルタル、ロックウ
ール、現場発泡型の合成樹脂発泡体、不定形シーリング
材、発泡系定形シーリング材等の充填物8を充填するこ
とにより、失われた防水性、断熱性を補填することも出
来る。
Next, as shown in FIG. 10, when the outer member D1 is attached to the base material A, the fixed attachment guide F is removed this time. This is performed by removing the fixing tool α fixing the mounting guide F and pulling out the hollow portion 3 of the mounting guide F from the through hole C. At this time, in the trace hole formed by removing the fixing tool α that had been fixed, for example, mortar, rock wool, in-situ foaming synthetic resin foam, amorphous sealing material, foam type sealing material, etc. By filling with the filling material 8, it is possible to make up for the lost waterproof property and heat insulating property.

【0018】そして、図10に示すように、図11
(a)、(b)に示すような連結下地材Dを構成するも
う一方の内部材D2を、外部材D1のネジ孔に螺合する
ものである。内部材D2は図11(a)、(b)に示す
ように、有底の円筒体であり内底部9を有し、内部材D
2の外周面には雄ネジ溝10が形成されているものであ
る。
Then, as shown in FIG.
The other inner member D2 constituting the connection base material D as shown in (a) and (b) is screwed into the screw hole of the outer member D1. As shown in FIGS. 11A and 11B, the inner member D2 is a cylindrical body having a bottom and has an inner bottom portion 9.
A male screw groove 10 is formed on the outer peripheral surface of the No. 2.

【0019】また、内部材D2の内底部9の中央部分に
は、工具係止孔11が形成されており、これは、図10
に示すように、内部材D2を外部材D1に螺合する際
に、ドライバー等の工具12の先を挿入するための孔で
あり、これにより内部材D2と外部材D1との螺合が容
易になるものである。
Further, a tool locking hole 11 is formed in the central portion of the inner bottom portion 9 of the inner member D2, which is shown in FIG.
As shown in FIG. 5, when the inner member D2 is screwed into the outer member D1, it is a hole for inserting the tip of the tool 12 such as a screwdriver, which facilitates the screwing of the inner member D2 and the outer member D1. It will be.

【0020】なお、外部材D1と内部材D2との結合
(螺合)は、内部材D2の内底部9の表面が、ちょうど
ALC外壁Bの方面と面一になるか、あるいは、内底部
9の表面がALC外壁の表面から若干突出するまで、螺
挿するものである。
The outer member D1 and the inner member D2 are connected (screwed) to each other such that the surface of the inner bottom portion 9 of the inner member D2 is flush with the direction of the ALC outer wall B, or the inner bottom portion 9 The surface of is screwed in until it slightly protrudes from the surface of the ALC outer wall.

【0021】図12(a)は外部材D1と内部材D2と
を組み合わせた連結下地材Dを示す斜視図、図12
(b)はその断面図を示すものである。連結下地材D
は、説明してきたように、ALC外壁Bに形成した貫通
孔Cに挿入し、その一端を下地材Aに、他端を後記する
胴縁Eに固定するものであり、ALC外壁Bの取り付け
下地材Aと新規の乾式壁材Gの取り付け下地となる胴縁
Eとを連結して、乾式壁材Gの取り付け強度の劣化を防
止するものである。また、その取り付けは、貫通孔Cと
連結下地材Dとが触れないよう(当接しないよう)に
し、ALC外壁Bには一切の負担(荷重)をかけないよ
うに取り付けるものである。
FIG. 12 (a) is a perspective view showing a connecting base material D in which an outer member D1 and an inner member D2 are combined, and FIG.
(B) shows the sectional view. Connection base material D
As described above, is to be inserted into the through hole C formed in the ALC outer wall B, and one end thereof is fixed to the base material A, and the other end is fixed to the furring strip E described later. The material A and the furring strip E, which is a base for mounting the new dry wall material G, are connected to each other to prevent deterioration of the mounting strength of the dry wall material G. In addition, the attachment is performed so that the through hole C and the connection base material D do not come into contact (are not in contact with each other), and the ALC outer wall B is attached without any load (load).

【0022】連結下地材Dの素材としては、強度に優れ
た各種鋼材や、鉄、ステンレス、アルミニウム、チタ
ン、繊維強化された各種合成樹脂材、等からなるもので
ある。また、外部材D1、内部材D2は、共に有底の円
筒体であり、両者は互いに外底部4および内底部9を外
側にしてネジ結合するものである。
The material of the connecting base material D is various steel materials having excellent strength, iron, stainless steel, aluminum, titanium, various fiber-reinforced synthetic resin materials, and the like. Further, the outer member D1 and the inner member D2 are both cylindrical bodies having a bottom, and both are screw-coupled to each other with the outer bottom portion 4 and the inner bottom portion 9 facing outward.

【0023】このように、外部材D1と内部材D2と
は、ネジ結合を行い、連結下地材Dとして一体化される
ので、連結下地材Dには長さの伸縮機能が付加され、よ
って、一つの連結下地材Dにより、ALC外壁材Bの厚
みが異なってもある程度対応することが可能であり、か
つ、下地材AやALC外壁Bの不陸調整が容易に可能と
なるものである。
As described above, since the outer member D1 and the inner member D2 are screw-coupled and integrated as the connecting base material D, the connecting base material D is added with the function of expanding and contracting the length. Even if the thickness of the ALC outer wall material B is different, it is possible to cope with the thickness of the ALC outer wall material B to a certain extent, and it is possible to easily adjust the unevenness of the base material A and the ALC outer wall B.

【0024】また、中間貫通孔C1は図13に示すよう
に図4に示すような孔あけ機器1を使用して形成し、図
14に示すように図18(a)〜(h)に示すような振
れ止め金具Iを差し込み、その後図15に示すように、
孔あけ機器Iにより切り出したALC外壁Bを充填物8
として埋め戻し、コーキング材Jにより防水するもので
ある。中間貫通孔C1は、例えば図16に示すように縦
胴縁をE2を取り付ける下地として機能するものであ
る。
The intermediate through hole C1 is formed by using the punching device 1 as shown in FIG. 4 as shown in FIG. 13, and as shown in FIGS. 18 (a) to 18 (h) as shown in FIG. Insert the steady rest I like that, and then as shown in FIG.
The ALC outer wall B cut out by the punching device I is filled with the filler 8
Is backfilled and waterproofed by caulking material J. The intermediate through-hole C1 functions as a base to which the vertical furring strip E2 is attached, as shown in FIG. 16, for example.

【0025】振れ止め金具Iは載置部27と固定面28
と固定面29とから形成した、金属材(スチール、ステ
ンレス、アルミニウム、等)等よりなるものである。振
れ止め金具Iは、連結下地材Dだけでは新規の乾式壁材
Gに必要充分な取付強度(耐風圧強度)が得られない場
合に取り付けるものであり、この部分だけはALC外壁
Bに強度を負担してもらうものである。勿論、ALC外
壁Bの強度に左右されるため、ALC外壁Bへの過度な
加重負担は避けるものである。
The steady rest I has a mounting portion 27 and a fixed surface 28.
It is made of a metal material (steel, stainless steel, aluminum, etc.) or the like formed from the fixing surface 29 and the fixing surface 29. The steady rest I is to be attached when the connection base material D alone cannot provide the necessary and sufficient attachment strength (wind pressure resistance) to the new dry wall material G, and only this portion provides strength to the ALC outer wall B. It is a burden. Of course, since it depends on the strength of the ALC outer wall B, an excessive weight load on the ALC outer wall B is avoided.

【0026】さらに施工方法を説明すると、連結下地材
Dと振れ止め金具Iを形成した図19に示す下地に対
し、長尺状の横胴縁E1を内部材D2の内底部9に固定
具αを介して固定するものである。胴縁EはALC外壁
Bの表面に突出している連結下地材Dの先端に固定具α
等の固定手段により取り付けるものであり、後記する乾
式壁材Gの取付下地として機能するものである。また、
胴縁Eはその厚みによりALC外壁Bと乾式壁材Gとの
間に空間を有することとなり、新鮮な空気等の流通路と
して機能させ、腐食防止等に利用することも可能であ
る。
To explain the construction method further, a long lateral furring edge E1 is fixed to the inner bottom portion 9 of the inner member D2 on the base shown in FIG. 19 in which the connecting base material D and the steady rest I are formed. It is fixed through. The furring strip E is fixed to the tip of the connecting base material D protruding from the surface of the ALC outer wall B by a fixing tool α
It is attached by a fixing means such as the above, and functions as an attachment base of the dry wall material G described later. Also,
Due to its thickness, the furring strip E has a space between the ALC outer wall B and the dry wall material G, and can function as a flow passage for fresh air or the like, and can also be used for corrosion prevention or the like.

【0027】胴縁Eの具体例としては例えば、図20
(a)、(b)に示すようなものであり、ハット型鋼材
13の頭部14に平鋼材15を溶接により装着して一体
化したものである。勿論、これは胴縁Eの一例であり、
例えば、角形鋼材(角パイプ)、ハット型鋼材、リップ
溝型鋼材、溝型鋼材、平型鋼材等を胴縁Eとして用いる
ことが出来る。なお、その素材としても、強度に優れた
各種鋼材や、鉄板、ステンレス板、アルミニウム材、木
材、集成材、プラスチック複合材等を用いることが出来
る。また、図20(b)に示すクッション層15aは、
長さが50mm程度のゴム製のものであり、連結下地材
D、振れ止め金具I間の中間部分に形成し、ALC外壁
Bと胴縁E間の間隙を閉塞し、乾式壁材Gの揺れ、振れ
を防止するためのものである。なお、18は側面部、1
9は溝部、20はリップ部である。
As a specific example of the furring strip E, for example, FIG.
As shown in (a) and (b), a flat steel material 15 is attached to the head portion 14 of a hat-shaped steel material 13 by welding to be integrated. Of course, this is an example of the furring strip E,
For example, a square steel material (square pipe), a hat type steel material, a lip groove type steel material, a groove type steel material, a flat type steel material or the like can be used as the furring strip E. As the material thereof, various steel materials having excellent strength, iron plate, stainless plate, aluminum material, wood, laminated material, plastic composite material and the like can be used. Further, the cushion layer 15a shown in FIG.
It is made of rubber and has a length of about 50 mm, and is formed in the intermediate portion between the connecting base material D and the steady rest I to close the gap between the ALC outer wall B and the furring strip E, and to shake the dry wall material G. , To prevent shake. In addition, 18 is a side surface part, 1
Reference numeral 9 is a groove portion, and 20 is a lip portion.

【0028】さらに、胴縁Eは前記した水平方向に延び
る横胴縁E1と後記する垂直方向に延びる縦胴縁E2と
があり、乾式壁材Gの種類や(縦張り型、横張り型)、
必要な胴縁ピッチにより任意にALC外壁Bの表面に配
置することが可能である。
Further, the furring strip E includes a horizontal furring strip E1 extending in the horizontal direction and a vertical furring strip E2 extending in the vertical direction, which will be described later, depending on the type of dry wall material G (vertical type or horizontal type). ,
It can be arbitrarily arranged on the surface of the ALC outer wall B depending on the required furring pitch.

【0029】次に、図21に示すように、予め配置した
横胴縁E1に縦胴縁E2をピッチP1の間隔をおいて固
定するものである。この際のピッチP1は、取り付ける
乾式壁材Gの必要な胴縁ピッチや、地上高による必要な
耐風圧強度等により決められるものであり、例えば、3
00、450、600、900、1200、1500、
2000mm、等である。
Next, as shown in FIG. 21, the vertical furring strips E2 are fixed to the lateral furring strips E1 arranged in advance at intervals of the pitch P1. The pitch P1 at this time is determined by the necessary furring strip pitch of the dry wall material G to be attached, the required wind pressure resistance strength due to the ground clearance, and the like, for example, 3
00, 450, 600, 900, 1200, 1500,
2000 mm, etc.

【0030】なお、横胴縁E1と縦胴縁E2との重なり
部分は、ALC外壁Bと乾式壁材Gとの間の距離が長く
ならないように(いわゆる、フケがでないように)、同
一面上にて連結するのが好ましく、例えば図22(a)
のような連結金具H1を用いて図23に示すように行っ
たり、あるいは、図22(b)のような連結金具H2を
用いて図24に示すように行うのが、好ましいものであ
る。
The overlapping portions of the horizontal furring strip E1 and the vertical furring strip E2 are on the same plane so that the distance between the ALC outer wall B and the dry wall material G does not become long (so-called dandruff does not occur). It is preferable to connect them at the top, for example, FIG. 22 (a).
It is preferable to carry out as shown in FIG. 23 by using the connecting fitting H1 as described above, or as shown in FIG. 24 by using the connecting fitting H2 as shown in FIG.

【0031】すなわち、図22(a)に示す連結金具H
1は、連結舌片16同士をL字状屈曲して形成したアン
グルピース状であり、各連結舌片16には固定具αの位
置決めガイトとなる下孔17が形成されているのであ
る。
That is, the connecting fitting H shown in FIG.
Reference numeral 1 is an angle piece shape formed by bending the connecting tongue pieces 16 to each other in an L shape, and each connecting tongue piece 16 is formed with a pilot hole 17 serving as a positioning guide for the fixing tool α.

【0032】この連結金具H1は、図23に示すよう
に、横胴縁E1と縦胴縁E2をその側面部18から固定
具αを打設し、固定して連結するのであり、交わりの部
分では上下、左右の計4個の連結金具H1を使用して、
強固に胴縁E同士を連結するものである。
As shown in FIG. 23, the connecting metal fitting H1 is for connecting the horizontal furring strip E1 and the vertical furring strip E2 from the side surface portion 18 thereof with the fixing tool α, and fixing and connecting them. Then, using a total of four connecting metal fittings H1 on the top, bottom, left and right,
The furring edges E are firmly connected to each other.

【0033】この連結金具H2は、図24に示すよう
に、縦胴縁E2の側面部18間を挟み込むように挿入
し、横胴縁E1の1ヶ所の側面部18、縦胴縁E2の2
ヶ所の側面部18の3ヶ所を固定するものである。ま
た、リップ部20は乾式壁材Gを固定するための部分で
ある。側面部18をそれぞれ固定具αにて打設すること
により、横胴縁E1と縦胴縁E2を連結し、横胴縁E1
のリップ部20に固定具αを打接しないようにすること
により、固定具αの頭部によるフケを無くすことが出
来、乾式壁材Gの取り付けにじゃまにならないようにす
るものである。また、連結金具H2を横胴縁E1に挿入
することにより、横胴縁E1と縦胴縁E2の不陸を無く
す効果もあるものである。
As shown in FIG. 24, the connecting metal fitting H2 is inserted so as to sandwich the side wall portions 18 of the vertical furring strip E2, and one side wall portion 18 of the horizontal furring strip E1 and two vertical furring strips E2 are inserted.
The three side surfaces 18 are fixed at three points. The lip portion 20 is a portion for fixing the dry wall material G. The lateral furring strips E1 and the vertical furring strips E2 are connected to each other by driving the side surface portions 18 with the fixtures α, and the lateral furring strips E1 are connected.
By not hitting the fixing tool α to the lip portion 20, the dandruff caused by the head of the fixing tool α can be eliminated, and the attachment of the dry wall material G is prevented. Further, by inserting the connecting fitting H2 into the horizontal furring strip E1, it is possible to eliminate the unevenness of the horizontal furring strip E1 and the vertical furring strip E2.

【0034】最後に、図1に示すように縦胴縁E2に乾
式壁材Gを固定具αを介して取り付けるものである。新
規の乾式壁材Gは古くなったALC外壁Bの表面を覆
い、新たな壁面を形成するもので、主に、化粧材、防水
材、断熱材、防火材、耐火材として機能するものであ
り、既存の下地材Aに負担をかけないように、例えば図
25に示すような軽量の金属パネルや金属サイディング
材、各種窯業系サイディング材等が好ましいものであ
る。
Finally, as shown in FIG. 1, the dry wall material G is attached to the vertical furring strip E2 via the fixture α. The new dry wall material G covers the surface of the old ALC outer wall B to form a new wall surface, and mainly functions as a decorative material, a waterproof material, a heat insulating material, a fireproof material, and a fireproof material. In order not to put a burden on the existing base material A, for example, lightweight metal panels, metal siding materials, various ceramic siding materials, etc. as shown in FIG. 25 are preferable.

【0035】すなわち、図25に示す乾式壁材Gは、表
面材21と裏面材22とで芯材23をサンドイッチした
サンドイッチ板材からなるものである。
That is, the dry wall material G shown in FIG. 25 is composed of a sandwich plate material in which a core material 23 is sandwiched between a front surface material 21 and a rear surface material 22.

【0036】表面材21、裏面材22は金属薄板からな
る場合は、例えば鉄、アルミニウム、銅、ステンレス、
チタン、アルミ・亜鉛合金メッキ鋼板、ガルバリウム鋼
板、ホーロー鋼板、クラッド鋼板、フッ素樹脂鋼板、ラ
ミネート鋼板(塩ビ鋼板等)、サンドイッチ鋼板(制振
鋼板等)、(勿論、これらを各種色調に塗装したカラー
板を含む)の一種を押出成形、ロール成形、プレス成形
して所定形状に形成したものである。
When the surface material 21 and the back surface material 22 are made of thin metal plates, for example, iron, aluminum, copper, stainless steel,
Titanium, aluminum / zinc alloy plated steel plate, galvalume steel plate, enamel steel plate, clad steel plate, fluororesin steel plate, laminated steel plate (PVC steel plate, etc.), sandwich steel plate (vibration control steel plate, etc.) (Including a plate) is formed into a predetermined shape by extrusion molding, roll molding, or press molding.

【0037】また、表面材21、裏面材22は合成樹脂
板からなる場合は、例えば塩ビ樹脂、ポリカーボネイト
樹脂等を押出成形、プレス成形、ロール成形等を行って
所定形状に形成したものである。勿論、これら金属板と
合成樹脂板とを積層複合した素材としても良いものであ
る。
When the front surface material 21 and the rear surface material 22 are made of synthetic resin plates, for example, a vinyl chloride resin, a polycarbonate resin or the like is formed into a predetermined shape by extrusion molding, press molding, roll molding or the like. Of course, a material in which these metal plates and synthetic resin plates are laminated and composited may be used.

【0038】さらに、特に裏面材22をアルミニウム蒸
着紙、アスベスト紙、クラフト紙、アスファルトフェル
ト、金属箔(Al、Fe、Pb、Cu)、合成樹脂シー
ト、ゴムシート、布シート、石膏紙、水酸化アルミ紙、
ガラス繊維不織布等の1種、または2種以上をラミネー
トしたもの、あるいは防水処理、難燃処理されたシート
状物から形成することも出来る。
Further, especially the backing material 22 is aluminum vapor-deposited paper, asbestos paper, kraft paper, asphalt felt, metal foil (Al, Fe, Pb, Cu), synthetic resin sheet, rubber sheet, cloth sheet, gypsum paper, hydroxide. Aluminum paper,
It can also be formed from one kind of glass fiber nonwoven fabric or a laminate of two or more kinds, or a sheet-like material that has been waterproofed and flame-retarded.

【0039】芯材23は乾式壁材Gの主に断熱材、防火
材、嵩上材として機能するものであり、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、ユリア等の合成樹脂やその発
泡体、もしくはケイ酸カルシウム、炭酸カルシウム、水
酸化アルミニウム等の無機材やその発泡体、あるいはガ
ラス繊維、セラミック繊維、岩綿、アスベスト等の繊維
質マット状物、石膏ボード、シージングボード、木毛セ
メント板、ケイ酸カルシウム板、等の無機質板、等から
なるものである。
The core material 23 mainly functions as a heat insulating material, a fireproof material and a bulking material of the dry type wall material G, and is made of polyurethane,
Synthetic resins such as polyisocyanurate, phenol, vinyl chloride, polyethylene, polystyrene, urea and their foams, or inorganic materials such as calcium silicate, calcium carbonate, aluminum hydroxide and their foams, or glass fiber, ceramic fiber, A fibrous mat-like material such as rock wool and asbestos, an inorganic board such as a gypsum board, a sheathing board, a wood wool cement board, a calcium silicate board, and the like.

【0040】また、芯材23と表面材21および裏面材
22との一体化は、例えば芯材23が合成樹脂発泡体の
際はその自己接着性を利用して、またそれ以外の際には
別途接着剤(図示せず)を介して一体に積層し、サンド
イッチするものである。
Further, the core material 23 is integrated with the front surface material 21 and the back surface material 22 by utilizing its self-adhesiveness when the core material 23 is a synthetic resin foam or otherwise. It is laminated and separately sandwiched by an adhesive (not shown).

【0041】さらに図25は、乾式壁材Gの一側端に雄
型連結部24を、他側端に雌型連結部25を形成した相
决状とした一般的な横張り型の金属サイディング材を示
す例である。なお、図では、雌型連結部25内に一条の
軟質のシール材26が介在させてあり、目地部の防水性
を向上するものである。
Further, FIG. 25 shows a general horizontal metal siding having a male type connecting portion 24 formed at one end of the dry type wall material G and a female type connecting portion 25 formed at the other side end thereof. It is an example showing a material. In the figure, a single piece of soft sealing material 26 is interposed in the female type connecting portion 25 to improve the waterproofness of the joint portion.

【0042】さらに、乾式壁材Gの取り付けは、図1、
図2に示すように、その雄型連結部24をタッピンビ
ス、テクスビス、セルフドリリングスクリュウビス等の
固定具αを用いて縦胴縁E2に固定すると共に、雄型連
結部24と雌型連結部25との雄、雌嵌合により、連結
されて、取り付けるものである。勿論、図示しないが、
水切り材やスタータ材、止縁材、出隅材、入隅材、開口
部材、ジョイント部材、シーリング材、等の各種役物を
必要に応じて施工して新規外壁面を形成するものであ
る。
Further, the installation of the dry type wall material G is as shown in FIG.
As shown in FIG. 2, the male connecting portion 24 is fixed to the vertical furring strip E2 by using a fixing tool α such as a tapping screw, a text screw, a self-drilling screw screw, and the male connecting portion 24 and the female connecting portion 25. It is connected and attached by male and female fitting with. Of course, although not shown,
Various new materials such as a draining material, a starter material, a tongue material, a projecting corner material, an entering corner material, an opening member, a joint member, and a sealing material are constructed as necessary to form a new outer wall surface.

【0043】以上説明したのは、本発明に係るALC外
壁の改修工法の一実施例にすぎず、図26(a)〜
(f)、図27(a)〜(g)に示すような振れ止め金
具Iを使用することが出来るものである。なお、その一
体化方法は、図28(a)〜(c)に示すように、固定
面29に形成した雌ネジ部29bに固定ネジ30の雄ネ
ジ部30aを螺合して一体化するものである。勿論、固
定ネジ30はALC外壁Bを貫通して固定するものであ
る。
The above description is merely one embodiment of the method for repairing the ALC outer wall according to the present invention, and FIG.
(F) and the steady rest metal fitting I as shown in FIGS. 27 (a) to 27 (g) can be used. The integration method is as shown in FIGS. 28 (a) to 28 (c), in which the male screw portion 30a of the fixing screw 30 is screwed into the female screw portion 29b formed on the fixing surface 29 to be integrated. Is. Of course, the fixing screw 30 penetrates the ALC outer wall B and fixes it.

【0044】[0044]

【発明の効果】以上説明したように本発明に係るALC
外壁の改修工法によれば、既存のALC外壁を解体す
る必要がないので、施工工数を省略出来ると共に、工期
を大幅に短縮することが出来、しかも施工中の居住や利
用に何等支障を来さない。既存のALC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出来
る。既存のALC外壁と新規の乾式壁材との2重壁工
法となり、断熱性、防音性、防火性に富む工法となる。
ALC外壁に貫通孔と中間貫通孔を形成することによ
り、ALC外壁の表面側から下地材を施工者が目で直接
確認することが出来、連結下地材の下地材への取り付け
が確実なものとなり、乾式壁材の取り付け強度が劣化し
ない。連結下地材を2部材とし、伸縮機能を持たせる
ことで、下地材の不陸の調整が容易に行え、施工が容易
となると共に、乾式壁材の張り上がりの美観性が向上す
る。連結下地材は持出梁として、貫通孔や既存のAL
C外壁に一切触れることがないので、既存のALC外壁
に一切の負担(荷重)をかけずに改修出来、新規の乾式
壁材の取付強度も充分でかつ、ALC外壁が破損するこ
とがない。取付ガイドを用いることにより、連結下地
材の固定が容易に行えると共に、取付位置も確実とな
る。中間貫通孔にも振れ止め金具を形成し、これにも
胴縁を固定するために、固定強度が大幅に向上する。
凹部の空隙を介して下地材に固定されるために、外底部
がテクスドライバや充電ドライバ等の固定機器のよる固
定力により外底部が少々変形した状態で固定され、外底
部がスプリングバック効果を発揮した状態で固定され
る。このために、施工後の地震等の振動に対して追従
し、恒常的な固定力を発揮し、さらにガタツキ無く強力
に固定出来るものである。等の特徴、効果がある。
As described above, the ALC according to the present invention
According to the method of repairing the outer wall, it is not necessary to dismantle the existing ALC outer wall, so the number of construction steps can be reduced and the construction period can be greatly shortened, and there is no hindrance to living or use during construction. Absent. Since a new outer wall is formed on the existing ALC outer wall, construction is easy and cost can be saved. This is a double-wall construction method that uses an existing ALC outer wall and a new dry wall material, and is a construction method that is rich in heat insulation, sound insulation, and fire protection.
By forming the through hole and the intermediate through hole in the ALC outer wall, the builder can directly check the base material from the surface side of the ALC outer wall with eyes, and the attachment of the connecting base material to the base material can be ensured. , The mounting strength of dry wall material does not deteriorate. By providing the connecting base material with two members and having an expansion / contraction function, it is possible to easily adjust the unevenness of the base material, facilitate the construction, and improve the aesthetic appearance of the dry wall material being stretched. The connecting base material is a take-out beam, through holes and existing AL.
Since the C outer wall is not touched at all, it can be repaired without applying any load (load) to the existing ALC outer wall, the attachment strength of the new dry wall material is sufficient, and the ALC outer wall is not damaged. By using the mounting guide, the connection base material can be easily fixed and the mounting position can be secured. Since the steady rest is also formed in the intermediate through hole and the furring strip is fixed to this, the fixing strength is significantly improved.
Since it is fixed to the base material through the void of the recess, the outer bottom part is fixed in a state where the outer bottom part is slightly deformed by the fixing force of the fixing device such as a texture driver or a charging driver, and the outer bottom part has a springback effect. It will be fixed in the state it was in effect. For this reason, it is possible to follow a vibration such as an earthquake after construction, exert a constant fixing force, and further firmly fix it without rattling. 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ALC外壁の改修工法の代表例を
示す説明図である。
FIG. 1 is an explanatory view showing a typical example of a method for repairing an ALC outer wall according to the present invention.

【図2】本発明に係るALC外壁の改修工法の代表例を
示す説明図である。
FIG. 2 is an explanatory diagram showing a typical example of a method for repairing an ALC outer wall according to the present invention.

【図3】本発明に係るALC外壁の改修工法の改修手順
を示す説明図である。
FIG. 3 is an explanatory diagram showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図4】本発明に係るALC外壁の改修工法の改修手順
を示す説明図である。
FIG. 4 is an explanatory view showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図5】本発明に係るALC外壁の改修工法の改修手順
を示す説明図である。
FIG. 5 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図6】本発明に係るALC外壁の改修工法に用いられ
る取付ガイドの例を示す説明図である。
FIG. 6 is an explanatory view showing an example of an attachment guide used in the method for repairing an ALC outer wall according to the present invention.

【図7】本発明に係るALC外壁の改修工法の改修手順
を示す説明図である。
FIG. 7 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図8】本発明に係るALC外壁の改修工法の改修手順
を示す説明図である。
FIG. 8 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図9】本発明に係るALC外壁の改修工法に用いられ
る外部材の例を示す説明図である。
FIG. 9 is an explanatory diagram showing an example of an outer member used in a method for repairing an ALC outer wall according to the present invention.

【図10】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 10 is an explanatory diagram showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図11】本発明に係るALC外壁の改修工法に用いら
れる内部材の例を示す説明図である。
FIG. 11 is an explanatory diagram showing an example of an inner member used in a method for repairing an ALC outer wall according to the present invention.

【図12】本発明に係るALC外壁の改修工法に用いら
れる連結下地材の例を示す説明図である。
FIG. 12 is an explanatory view showing an example of a connecting base material used in the method for repairing an ALC outer wall according to the present invention.

【図13】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 13 is an explanatory diagram showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図14】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 14 is an explanatory view showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図15】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 15 is an explanatory diagram showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図16】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 16 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図17】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 17 is an explanatory view showing a repairing procedure of a repairing method for an ALC outer wall according to the present invention.

【図18】本発明に係るALC外壁の改修工法に使用す
る振れ止め金具の実施例を示す説明図である。
FIG. 18 is an explanatory diagram showing an example of a steady rest used in the method for repairing an ALC outer wall according to the present invention.

【図19】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 19 is an explanatory diagram showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図20】本発明に係るALC外壁の改修工法に用いら
れる胴縁の例を示す説明図である。
FIG. 20 is an explanatory diagram showing an example of a furring strip used in a method for repairing an ALC outer wall according to the present invention.

【図21】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 21 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図22】本発明に係るALC外壁の改修工法に用いら
れる連結金具の例を示す説明図である。
FIG. 22 is an explanatory view showing an example of a connecting fitting used in the method for repairing an ALC outer wall according to the present invention.

【図23】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 23 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図24】本発明に係るALC外壁の改修工法の改修手
順を示す説明図である。
FIG. 24 is an explanatory view showing a repairing procedure of the repairing method of the ALC outer wall according to the present invention.

【図25】本発明に係るALC外壁の改修工法に用いら
れる乾式壁材の例を示す説明図である。
FIG. 25 is an explanatory view showing an example of a dry type wall material used in the method for repairing an ALC outer wall according to the present invention.

【図26】本発明に係るALC外壁の改修工法に用いら
れる振れ止め金具のその他の実施例を示す説明図であ
る。
FIG. 26 is an explanatory view showing another embodiment of the steady rest used in the method for repairing the ALC outer wall according to the present invention.

【図27】本発明に係るALC外壁の改修工法に用いら
れる振れ止め金具のその他の実施例を示す説明図であ
る。
FIG. 27 is an explanatory view showing another embodiment of the steady rest used in the ALC outer wall repairing method according to the present invention.

【図28】本発明に係るALC外壁の改修工法に用いら
れる振れ止め金具のその他の実施例を示す説明図であ
る。
FIG. 28 is an explanatory view showing another embodiment of the steady rest used in the method for repairing the ALC outer wall according to the present invention.

【符号の説明】[Explanation of symbols]

α 固定具 a アングル b タテカベプレート c 充填目地材 A 下地材 B ALC外壁 C 貫通孔 C1 中間貫通孔 C2 溝 D 連結下地材 D1 外部材 D2 内部材 E 胴縁 E1 横胴縁 E2 縦胴縁 E3 溝型鋼材 F 取付ガイド G 乾式壁材 H1 連結金具 H2 連結金具 I 振れ止め金具 J コーキング材 K 円筒 K1 切り込み 1 孔あけ機器 2 舌片部 2a 下孔 3 中空部 4 外底部 4a 凹部 4b 突出片 5 固定機器 6 下孔 7 雌ネジ溝 8 充填物 9 内底部 10 雄ネジ溝 11 工具係止孔 12 工具 13 ハット型鋼材 14 頭部 15 平鋼材 15a クッション層 16 連結舌片 17 下孔 18 側面部 19 溝部 20 リップ部 21 表面材 22 裏面材 23 芯材 24 雄型連結部 25 雌型連結部 26 シール材 27 載置部 28 固定面 28a 孔 29 固定面 29a 当接面 29b 雌ネジ部 30 固定ネジ 30a 雄ネジ部 α fixture a angle b Vertical Cover Plate c Filling joint material A base material B ALC outer wall C through hole C1 middle through hole C2 groove D connection base material D1 external member D2 inner member E furry E1 horizontal furry E2 vertical furring E3 channel steel F mounting guide G dry type wall material H1 connecting bracket H2 connecting bracket I steady rest J caulking material K cylinder K1 notch 1 Punching equipment 2 tongue 2a pilot hole 3 Hollow part 4 Outer bottom 4a recess 4b protruding piece 5 fixed equipment 6 pilot holes 7 Female thread groove 8 filling 9 Inner bottom 10 male thread groove 11 Tool locking hole 12 tools 13 hat type steel 14 head 15 flat steel 15a Cushion layer 16 connecting tongue 17 pilot hole 18 Sides 19 groove 20 Lip 21 Surface material 22 Back material 23 Core material 24 Male connection 25 Female connection part 26 Seal material 27 Placement section 28 Fixed surface 28a hole 29 Fixed surface 29a contact surface 29b Female thread 30 fixing screws 30a Male screw part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 明広 山形県東根市大字蟹沢字上縄目1816番地の 12 アイジー工業株式会社内 (72)発明者 林崎 哲也 山形県東根市大字蟹沢字上縄目1816番地の 12 アイジー工業株式会社内 (72)発明者 鶴田 永一郎 山形県東根市大字蟹沢字上縄目1816番地の 12 アイジー工業株式会社内 Fターム(参考) 2E110 AA42 AA51 AB04 AB22 BA12 CA07 GB23W    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Akihiro Suzuki             1816 Kaminawame, Kanizawa, Higashine, Yamagata Prefecture             12 Inside IG Industry Co., Ltd. (72) Inventor Tetsuya Hayashizaki             1816 Kaminawame, Kanizawa, Higashine, Yamagata Prefecture             12 Inside IG Industry Co., Ltd. (72) Inventor Eiichiro Tsuruta             1816 Kaminawame, Kanizawa, Higashine, Yamagata Prefecture             12 Inside IG Industry Co., Ltd. F-term (reference) 2E110 AA42 AA51 AB04 AB22 BA12                       CA07 GB23W

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 既存のALC外壁に貫通孔を形成し、貫
通孔に筒状の中空部を有する取付ガイドを挿入すると共
に、ALC外壁に固定し、取付ガイドの中空部に連結下
地材の外部材を挿入し、外部材の底部外周に突出片を形
成して凹部を形成した外底部を下地材に取り付け、その
後取付ガイドを撤去し、さらに、連結下地材の外部材に
連結下地材の内部材を締結し、前記貫通孔間には既存の
ALC外壁を貫通する中間貫通孔を形成し、中間貫通孔
にはALC外壁の厚さで対峙した固定面が載置部を介し
て一体化された振れ止め金具を挿入すると共に、固定面
でALC外壁を挟み込み、次に内部材の先端および固定
面に胴縁を取り付け、胴縁に新規の乾式壁材を固定する
ALC外壁の改修工法。
1. A through hole is formed in an existing ALC outer wall, a mounting guide having a cylindrical hollow portion is inserted into the through hole, and the mounting guide is fixed to the ALC outer wall, and the connecting base material is externally attached to the hollow portion of the mounting guide. Insert the material, attach the outer bottom part that has the concave part formed by forming the protruding piece on the outer periphery of the bottom of the outer member to the base material, then remove the mounting guide, and further to the outer member of the connection base material, the inside of the connection base material A material is fastened, and an intermediate through hole penetrating the existing ALC outer wall is formed between the through holes, and a fixing surface facing the thickness of the ALC outer wall is integrated into the intermediate through hole via a mounting portion. In addition to inserting a steady rest, the ALC outer wall is sandwiched by the fixing surface, then the furring strip is attached to the tip of the inner member and the fixing surface, and a new dry wall material is fixed to the furring strip.
【請求項2】 取り付けガイドを挿入後に、該取り付け
ガイドの中空部に円筒を挿入したことを特徴とする請求
項1記載のALC外壁の改修工法。
2. The method for repairing an ALC outer wall according to claim 1, wherein a cylinder is inserted into a hollow portion of the mounting guide after the mounting guide is inserted.
【請求項3】 中間貫通孔内には充填物が形成されてい
ることを特徴とする請求項1、2記載のALC外壁の改
修工法。
3. The method for repairing an ALC outer wall according to claim 1, wherein a filling material is formed in the intermediate through hole.
JP2002030903A 2002-02-07 2002-02-07 ALC exterior wall repair method Expired - Fee Related JP3902020B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002030903A JP3902020B2 (en) 2002-02-07 2002-02-07 ALC exterior wall repair method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002030903A JP3902020B2 (en) 2002-02-07 2002-02-07 ALC exterior wall repair method

Publications (2)

Publication Number Publication Date
JP2003232118A true JP2003232118A (en) 2003-08-22
JP3902020B2 JP3902020B2 (en) 2007-04-04

Family

ID=27774467

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002030903A Expired - Fee Related JP3902020B2 (en) 2002-02-07 2002-02-07 ALC exterior wall repair method

Country Status (1)

Country Link
JP (1) JP3902020B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018150730A (en) * 2017-03-14 2018-09-27 敬助 岡野 Drill screw stay and installation method of pedestal or boiler equipment using this
JP2018178581A (en) * 2017-04-17 2018-11-15 アイジー工業株式会社 Exterior wall repair structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018150730A (en) * 2017-03-14 2018-09-27 敬助 岡野 Drill screw stay and installation method of pedestal or boiler equipment using this
JP2018178581A (en) * 2017-04-17 2018-11-15 アイジー工業株式会社 Exterior wall repair structure
JP7058079B2 (en) 2017-04-17 2022-04-21 アイジー工業株式会社 Exterior wall repair structure

Also Published As

Publication number Publication date
JP3902020B2 (en) 2007-04-04

Similar Documents

Publication Publication Date Title
JP5659039B2 (en) Panel connection structure
JP3993682B2 (en) ALC exterior wall repair method
JP2003232118A (en) Repair construction work of alc external wall
JP2000297515A (en) Structure for repairing alc outer wall
JP3445816B2 (en) Hard wall mounting structure
JP2761410B2 (en) Wall fire joint structure
JP3964034B2 (en) Renovation structure of ALC outer wall
JP5659037B2 (en) Panel connection structure
JP3115417B2 (en) Vertical joint structure
JP4033415B2 (en) ALC exterior wall retrofit structure
JP2000017813A (en) Repairing structure of alc exterior wall
JPH07252928A (en) Vertical joint structure
JP2002138649A (en) Repairing method of alc exterior wall
JP2954619B2 (en) Building panel
JPH1144079A (en) Improved construction of alc external wall
JPH11117498A (en) Alc outer wall opening part repairing structure
JP2000027403A (en) Alc exterior wall repair structure
JP2001123638A (en) External wall modification structure
JP5659034B2 (en) Roof structure
JP2826343B2 (en) Wall joint structure
JPH1181617A (en) Alc external wall modified structure
JP4155682B2 (en) Exterior wall repair structure
JP2001107534A (en) Exterior wall repairing structure
JPH1181700A (en) Renovation structure for alc outer wall
JPH06146435A (en) Vertical joint construction

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20050121

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20061206

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20061212

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20061227

R150 Certificate of patent or registration of utility model

Ref document number: 3902020

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100112

Year of fee payment: 3

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110112

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110112

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120112

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130112

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130112

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees