JPH0768752B2 - Exterior wall repair method - Google Patents
Exterior wall repair methodInfo
- Publication number
- JPH0768752B2 JPH0768752B2 JP26638186A JP26638186A JPH0768752B2 JP H0768752 B2 JPH0768752 B2 JP H0768752B2 JP 26638186 A JP26638186 A JP 26638186A JP 26638186 A JP26638186 A JP 26638186A JP H0768752 B2 JPH0768752 B2 JP H0768752B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- existing
- new outer
- space
- mortar
- 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.)
- Expired - Fee Related
Links
- 238000000034 method Methods 0.000 title claims description 16
- 239000000463 material Substances 0.000 claims description 21
- 239000004570 mortar (masonry) Substances 0.000 claims description 15
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000005494 condensation Effects 0.000 description 5
- 238000009833 condensation Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 239000007858 starting material Substances 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000004927 clay Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 241000238876 Acari Species 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009418 renovation Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 241000206607 Porphyra umbilicalis Species 0.000 description 1
- 239000011162 core material Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010433 feldspar Substances 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 1
- 229910052622 kaolinite Inorganic materials 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Finishing Walls (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は例えば大壁、真壁などのモルタル構造の既存壁
を乾式外壁材を用いて容易に、かつ、美しく、安価に、
さらに新規外壁裏面の空間と、既存モルタル壁の内側面
間を連通するようにしてエアサイクル路の形成、および
結露防止、防音効果、快適居住空間の形成を図った外壁
改修工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention makes it possible to easily, beautifully, and inexpensively use an existing wall having a mortar structure such as a large wall or a true wall by using a dry type outer wall material.
Furthermore, the present invention relates to an outer wall repairing method for forming an air cycle path by connecting the space on the rear surface of the new outer wall with the inner surface of the existing mortar wall, preventing dew condensation, soundproofing, and forming a comfortable living space.
従来、例えば住宅等の表面に露出している外壁、特にモ
ルタル外壁を改修するには、改修すべき既存壁を全部取
り去るか、洗浄して再度モルタル壁を形成する方法を採
っていた。また、既存壁上に対して胴縁を直接固定し、
これに新規外壁材を施工する方法もある。Conventionally, in order to repair an outer wall exposed on the surface of a house or the like, in particular, a mortar outer wall, a method of removing all existing walls to be repaired or washing and forming a mortar wall again has been adopted. Also, by fixing the furring strip directly on the existing wall,
There is also a method of constructing a new outer wall material.
従来の改修工法において、特に前者の場合は居住を中止
しなければならないばかりでなく、コストが高く、その
上、断熱性、施工性に欠ける不利があった。また、後者
の改修工法では既存壁と新規外壁材間に通気用の空間は
できるものの、既存壁内部の湿気による結露現象を阻止
することができず、既存外壁内の躯体、土台等が腐食し
たり、ダニ、カビが発生したりして耐久性が大幅に低下
した。In the conventional repairing method, not only the former has to be discontinued, but also the cost is high, and the heat insulation and workability are disadvantageous. In addition, although the latter renovation method can create a space for ventilation between the existing wall and the new outer wall material, it cannot prevent the dew condensation phenomenon due to the moisture inside the existing wall, and the skeleton and foundation inside the existing outer wall are corroded. The durability was greatly reduced due to the occurrence of mites and mold.
本発明はこのような欠点を除去するため、既存モルタル
壁を貫通する貫通孔を多数個穿設し、次に該貫通孔を穿
設した既存モルタル壁上に胴縁を当接し、かつ、水平、
または垂直方向に釘を介して既存モルタル壁の主柱、間
柱に固定し、次に胴縁上に新規外壁材を横張りするか、
縦張りすることによって新規外壁を形成することによ
り、エアサイクルによる耐結露性、耐久性、耐食性、防
カビ性、防音性を具備させ、さらに居住を中断せずに、
かつ、短期間で、その上、美しい外観の新規外壁を容易
に施工できる外壁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 large number of through holes penetrating the existing mortar wall, then abuts the furrow on the existing mortar wall having the through holes, and horizontally. ,
Or fix it to the main pillar and stud of the existing mortar wall with nails in the vertical direction, and then horizontally stretch the new outer wall material on the furring strip, or
By forming a new outer wall by lining up vertically, it has dew condensation resistance by air cycle, durability, corrosion resistance, mold resistance, soundproofing, and without interrupting living,
In addition, it proposes an outer wall repairing method that can easily construct a new outer wall with a beautiful appearance in a short period of time.
以下に、図面を用いて本発明に係る外壁改修工法につい
て詳細に説明する。第1図(a)、(b)は上記発明に
係る工法によって施工した改修外壁構造の代表例を示す
斜視図である。すなわち、第1図(a)、(b)におい
て、1は既存モルタル壁、コンクリート壁、あるいはタ
イル壁等からなる既存壁(以下、単に既存壁という)で
主柱2、間柱3、木摺板4、シート5aとラス5bからなる
モルタル下地5、モルタル壁6とからなのものである。
なお、既存壁1の構造は例えば大壁、真壁、あるいは特
公昭53−8129号公報で示されたような下地のモルタル壁
の1種からなるものである。7は土台、8はアンカー、
9は基礎、10は胴縁、15は新規外壁材である。胴縁10
は、既存壁1上に釘12を介して固定するものであり第1
図(b)に示すように、新規外壁材15が縦張りの場合に
は胴縁1間を間隔Δlだけあけることにより、エアサイ
クルするように取り付けるものであるが、新規外壁材15
裏面に凹溝があり裏面に空間ができるような形状の場合
には、図示しないが胴縁10間に間隔lを設ける必要はな
い。11は貫通孔で第1図(a)、(b)および第2図
(第1図(a)におけるイ−イ断面図)に示すように既
存壁1の主柱2、間柱3が存在しない部分に多数個穿設
するものであり、大きさ、断面形状、貫通孔11の穿設方
向等は任意に、ドリル等を用いて穿設するものである。
その貫通孔11の穿設位置もまた任意であるが、既存壁1
に対して第1図(a)、(b)に示すように等間隔で形
成したり、図示しないが土台部近傍、あるいは軒天部近
傍を粗密に形成したり、偏在させたり、また、土台部、
軒天部両方を粗密、偏在させたり、ランダムに形成した
りできるものである。さらに詳説すると、この貫通孔11
は、主柱2間柱3間の空間αおよび床下、小屋裏間で連
通するものであり、床下、小屋裏間のエアサイクル用通
路の形成、室内側での湿気の上昇を排除することによる
結露発生の防止、およびその形状により、室内外の音を
減衰させる防音効果も具備するものである。その具体的
形状は第3図(a)〜(e)、第4図(a)〜(k)に
示すように形成するものであり、第3図(a)〜(e)
は貫通孔11の縦断面図、第4図(a)〜(k)は貫通孔
11の横断面図である。すなわち、第3図(a)〜(e)
は、円状、長円状、四角形状、三角形状、台形状等に形
成した貫通孔11である。また第4図(a)は水平状、
(b)、(c)図はテーパ状、(d)、(e)図は傾斜
状、(f)図は途中に段差を形成したもの、(g)〜
(j)図は片方をテーパ状にして形成したもの、(k)
図は内方を水平状、外方をテーパ状に形成した貫通孔11
である。また、貫通孔11の入口、出口側の形状を異なる
ように形成することもできる。13は土台水切り、14はス
タータ(第1図(a)に示す)であり、特に土台水切り
13は第5図(a)〜(f)に示すような断面の長尺体で
あり、土台7近傍に装着するものである。特に第5図
(e)、(f)は釘打設片13a、あるいは釘打設片13aを
屈曲すると共にその先端を外方に屈曲した胴縁下端被覆
面13bに、外気と新規外壁材15と既存壁1間の空間(胴
縁10間に形成される空間)とを連通する孔13cを形成し
た土台水切り13である。なお、第5図(e)は図示する
ように釘打設片13aに沿って先端を内方に屈曲すると共
に、孔13cを新規外壁材15で閉鎖しないような位置で外
方に屈曲して、後記するスタータ14として機能する係止
片13dを形成したものである。なお、土台水切り13は既
存壁1の既存土台水切り13eとある程度の間隙(水切り
面間)を形成して施工すると、それだけで外気と連通す
る空隙が形成されるものである。14はスタータで、特に
第1図(a)に示すように、引掛けタイプあるいは落と
し込みタイプの下記する新規外壁材15を横張り状に施工
する際に必要なものであり、縦張りにおいては不必要な
ものである。なお、スタータ14は金具構造、長尺タイプ
のいずれかである。15は新規外壁材であり、断熱性を有
すると共に、雄、雌型連結構造あるいは相決り構造を有
し、かつ、長尺状のものである。その具体例としては、
主に第6図(a)〜(q)、第7図(a)〜(p)、第
8図(a)〜(e)に示すようなものであり、第6図、
第7図は金属製表面材Aと裏面材C間に芯材兼断熱材B
を一体に充填した金属系サイディングボード、第8図は
陶石、長石、カオリンナイト、ハロサイト、メタハロサ
イト、木節粘土、蛙目粘土、信楽粘土、シャモットなど
を打ち砕き、水を加えて練り上げ、その後焼成して形成
した窯業系サイディングボードからなるものである。ま
た第9図(a)に示すように軒天部には止縁16を施工し
て、軒天板17と止縁16間に間隙を形成して軒天部でも外
気と連通するようにすると共に、小屋裏βとも連通させ
て、エアサイクル路を形成し、床下、既存壁1−新規外
壁材15間の空間、既存壁1内部の空間α、小屋裏β、家
屋外をすべて連通化するものである。また第9図(b)
は、雄雌嵌合構造のカバー材18であり、排気孔18aを形
成したものである。19はガイドラインで既存壁1上に主
柱2、間柱3の位置を表示するものであり、墨付け、刻
設、テープ貼着などいずれでもよい。Hereinafter, the outer wall repairing method according to the present invention will be described in detail with reference to the drawings. 1 (a) and 1 (b) are perspective views showing a typical example of a repaired outer wall structure constructed by the construction method according to the invention. That is, in FIGS. 1 (a) and 1 (b), 1 is an existing wall (hereinafter simply referred to as an existing wall) such as an existing mortar wall, a concrete wall, or a tile wall, which is a main pillar 2, a stud 3, a wood laver. 4, a mortar base 5 composed of a sheet 5a and laths 5b, and a mortar wall 6.
The structure of the existing wall 1 is, for example, one of a large wall, a true wall, and a base mortar wall as disclosed in Japanese Patent Publication No. 53-8129. 7 is the base, 8 is an anchor,
Reference numeral 9 is a foundation, 10 is a furring strip, and 15 is a new outer wall material. Furry edge 10
Is to be fixed on the existing wall 1 via nails 12.
As shown in FIG. (B), when the new outer wall material 15 is vertically stretched, it is attached so as to perform an air cycle by leaving a space Δl between the furring strips 1.
In the case of a shape having a groove on the back surface and a space on the back surface, it is not necessary to provide the space 1 between the furring strips 10, although not shown. Reference numeral 11 denotes a through hole, and as shown in FIGS. 1 (a), (b) and FIG. 2 (a sectional view taken along the line ii in FIG. 1 (a)), the main pillar 2 and the stud 3 of the existing wall 1 do not exist. A large number of holes are drilled in the portion, and the size, the cross-sectional shape, the drilling direction of the through holes 11, etc. are arbitrarily drilled using a drill or the like.
The location of the through hole 11 is also arbitrary, but the existing wall 1
On the other hand, as shown in FIGS. 1 (a) and 1 (b), they may be formed at equal intervals, or although not shown, the vicinity of the base portion or the eaves top portion may be formed densely or unevenly, or the base Department,
Both the eaves top and bottom can be densely and densely distributed, or randomly formed. More specifically, this through hole 11
Is for communicating between the space α between the main pillars 2 and the studs 3, the underfloor, and the back of the hut, and the formation of an air cycle passage between the underfloor and the back of the hut, and dew condensation by eliminating an increase in humidity inside the room It is also provided with a soundproof effect that prevents the generation of sound and, depending on its shape, attenuates the sound inside and outside the room. The specific shape is formed as shown in FIGS. 3 (a) to (e) and FIGS. 4 (a) to (k), and FIGS. 3 (a) to (e).
Is a longitudinal sectional view of the through hole 11, and FIGS. 4 (a) to (k) are through holes.
FIG. 11 is a transverse sectional view of 11. That is, FIGS. 3 (a) to (e)
Is a through hole 11 formed in a circular shape, an oval shape, a quadrangular shape, a triangular shape, a trapezoidal shape, or the like. Further, FIG. 4 (a) shows a horizontal shape,
(B) and (c) are tapered, (d) and (e) are inclined, (f) is a step formed in the middle, (g) to
(J) Figure shows one formed with a taper, (k)
The figure shows a through hole 11 with a horizontal inside and a tapered outside.
Is. Further, the shapes of the inlet and the outlet of the through hole 11 can be formed differently. Reference numeral 13 is a base drainer, and 14 is a starter (shown in FIG. 1 (a)), especially the base drainer.
Reference numeral 13 denotes an elongated body having a cross section as shown in FIGS. 5 (a) to 5 (f), which is mounted near the base 7. In particular, FIGS. 5 (e) and 5 (f) show the outside air and the new outer wall material 15 on the nail driving piece 13a or the furring strip lower end covering surface 13b in which the tip is bent outward and the tip is bent outward. The base drainer 13 has a hole 13c that connects the space between the existing wall 1 and the space (space formed between the furring strips 10). In addition, as shown in FIG. 5 (e), the tip is bent inward along the nailing piece 13a and the hole 13c is bent outward at a position not closed by the new outer wall member 15 as shown in FIG. A locking piece 13d that functions as a starter 14 described later is formed. In addition, when the foundation drainage 13 is constructed by forming a gap (between drainage surfaces) with the existing foundation drainage 13e of the existing wall 1 to some extent, a void communicating with the outside air is formed. Numeral 14 is a starter, which is particularly required when horizontally installing a new hook member type or drop type new outer wall material 15 as shown in FIG. It is necessary. The starter 14 is either a metal fitting structure or a long type. Reference numeral 15 denotes a new outer wall material, which has a heat insulating property, has a male / female connection structure or a phase determination structure, and is long. As a concrete example,
Mainly as shown in FIGS. 6 (a) to (q), FIGS. 7 (a) to (p), and FIGS. 8 (a) to (e), and FIG.
FIG. 7 shows a core material and a heat insulating material B between a metal surface material A and a back surface material C.
Fig. 8 is a metal-based siding board that is filled with crushed stones. Fig. 8 shows ceramic stone, feldspar, kaolinite, halosite, metahalosite, kibushi clay, frog eye clay, Shigaraki clay, chamotte, etc. crushed and kneaded with water. , A ceramic siding board formed by subsequent firing. Further, as shown in FIG. 9 (a), a toe 16 is provided on the eaves top portion, and a gap is formed between the eaves top plate 17 and the toe edge 16 so that the eaves top portion also communicates with the outside air. At the same time, it communicates with the attic β to form an air cycle path, and connects the underfloor, the space between the existing wall 1 and the new exterior wall material 15, the space α inside the existing wall 1 , the attic β, and the outside of the house. It is a thing. Further, FIG. 9 (b)
Is a cover member 18 having a male-female fitting structure, in which an exhaust hole 18a is formed. Reference numeral 19 is a guideline for displaying the positions of the main pillars 2 and the studs 3 on the existing wall 1 , and any of marking, marking, tape sticking, etc. may be used.
次に本発明に係る外壁改修工法について説明する。ま
ず、第1図(a)に示すような外壁改修壁を構成するに
は、既存壁1のモルタル壁6面上にガイドライン19を主
柱2、間柱3と合致させて設ける。次にガイドライン19
以外の主柱2、間柱3の存在しない位置に、第1図
(a)に示すように等間隔で貫通孔11を形成する。貫通
孔11の形成が終了したら、胴縁10を300mm、450mmなどの
ピッチで固定する。そこで胴縁10の施工が完了したら、
土台水切り13を土台7近傍、所謂胴縁10の最下部に水平
に固定する。土台水切り13の施工が終了したら土台水切
り13上にスタータ14を施工し、次に第6図(f)に示す
新規外壁材15を土台から桁に向かって釘12を介して施工
するものである。なお、軒天部には止縁16をあらかじめ
胴縁10上に固定しておくものである。Next, the outer wall repairing method according to the present invention will be described. First, in order to construct an outer wall repair wall as shown in FIG. 1 (a), the guideline 19 is provided on the surface of the mortar wall 6 of the existing wall 1 so as to match the main pillar 2 and the stud 3. Then guideline 19
Through holes 11 are formed at equal intervals as shown in FIG. 1 (a) at the positions where the main pillars 2 and the studs 3 are not present. After formation of the through holes 11, the furring strip 10 is fixed at a pitch of 300 mm, 450 mm or the like. So when the construction of the furring strip 10 is completed,
The base drainer 13 is horizontally fixed near the base 7, that is, at the bottom of the so-called furring strip 10. After the construction of the base drainer 13 is completed, the starter 14 is installed on the base drainer 13, and then the new outer wall material 15 shown in FIG. 6 (f) is installed from the base toward the girder via the nails 12. . A toe 16 is fixed on the furring strip 10 in advance on the eaves top.
以上説明したのは本発明に係る外壁改修工法の一実施例
にすぎず、胴縁10を施工する前に土台水切り13をモルタ
ル壁6上に施工し、次に胴縁10を施工するようにするこ
ともできる。また、新規外壁材15が縦張りで、しかも裏
面に長手方向に沿って溝の形成されている場合、たとえ
ば第7図(c)、(d)に示すような新規外壁材15であ
れば、胴縁10は排除し、既存壁1に直接に新規外壁材15
を施工することもできる。勿論、第3図〜第9図を各々
組み合わせて、外壁改修工法を実施することは可能であ
る。What has been described above is only one example of the outer wall repairing method according to the present invention. Before the furring strip 10 is constructed, the base drainer 13 is constructed on the mortar wall 6, and then the furring strip 10 is constructed. You can also do it. Further, in the case where the new outer wall material 15 is vertically stretched and the groove is formed along the longitudinal direction on the back surface, for example, in the case of the new outer wall material 15 as shown in FIGS. 7 (c) and (d), The furring strip 10 is eliminated and the new outer wall material 15 is directly attached to the existing wall 1.
Can also be installed. Of course, it is possible to implement the outer wall repairing method by combining each of FIGS. 3 to 9.
〔発明の効果〕 上述したように本発明に係る外壁改修工法によれば、
熟練を必要とすることなく、短時間で、しかも居住を中
断することなしに施工できる。また、既存壁に貫通孔
を形成したため、床下−既存壁・新規外壁材間の空間−
既存壁内部空間−小屋裏−家屋外をすべて連通化するこ
とによりエアサイクル路となり、室内の湿気を排除し、
結露発生を防止して、カビ、ダニ等の発生しない快適居
住空間とすることができる。さらに、貫通孔の形状に
より、防音効果も具備する特徴がある。しかも、新規
外壁材を、乾式外壁材としたため、施工が簡単な上に、
施工期間も短時間となる特徴がある。その他、改修後
の建築、建築物の耐久性が大幅に向上する特徴がある。[Advantages of the Invention] As described above, according to the outer wall repairing method of the present invention,
It can be constructed in a short time without requiring skill and without interruption of living. In addition, since the through hole was formed in the existing wall, the space under the floor-the space between the existing wall and the new outer wall material-
By connecting all of the existing space inside the wall-back of the hut-outside of the house to the air cycle path, eliminating indoor humidity,
It is possible to prevent the formation of dew condensation and create a comfortable living space in which no mold, mites, etc. are generated. In addition, the shape of the through hole has a feature of providing a soundproof effect. Moreover, since the new outer wall material is a dry type outer wall material, the construction is easy and
There is a feature that the construction period is also short. In addition, there is a feature that the durability of the building and the building after renovation will be greatly improved.
第1図(a)、(b)は本発明に係る外壁改修工法によ
り施工した新規外壁の一例を示す一部切り欠き斜視図、
第2図は、第1図(a)におけるイ−イ線切断面図、第
3図(a)〜(e)、第4図(a)〜(k)は貫通孔の
穿孔形状の一例を示す縦断面図と横断面図、第5図
(a)〜(f)は本発明に係る外壁改修工法に使用する
土台水切りの一例を示す断面図と斜視図、第6図(a)
〜(q)、第7図(a)〜(p)、第8図(a)〜
(e)はその改修工法に使用する新規外壁材の一例を示
す説明図、第9図(a)、(b)は軒天部の一例を示す
一部切り欠き断面図である。1 ……既存壁、2……主柱、3……間柱、5……モルタ
ル下地、10……胴縁、11……貫通孔、15……新規外壁
材、α……空間、β……小屋裏。1 (a) and 1 (b) are partially cutaway perspective views showing an example of a new outer wall constructed by the outer wall repairing method according to the present invention,
FIG. 2 is a sectional view taken along the line EE in FIG. 1 (a), FIGS. 3 (a) to (e), and FIGS. 4 (a) to (k) are examples of perforation shapes of through holes. 5A to 5F are longitudinal sectional views and transverse sectional views, and FIG. 5A to FIG. 5F are sectional views and perspective views showing an example of the foundation drainer used in the outer wall repairing method according to the present invention, and FIG. 6A.
~ (Q), Fig.7 (a) ~ (p), Fig.8 (a) ~
(E) is explanatory drawing which shows an example of the new outer wall material used for the repairing method, and FIG. 9 (a), (b) is a partially cutaway sectional view which shows an example of an eaves part. 1 …… Existing wall, 2 …… Main pillar, 3 …… Garment, 5 …… Mortar base, 10 …… Furnace, 11 …… Through hole, 15 …… New outer wall material, α …… Space, β …… Attic
Claims (1)
リート壁、あるいはタイル壁等からなる既存壁を改修す
るに当たり、上記既存壁の表面上に該既存壁を貫通する
貫通孔を多数個穿設し、次に該貫通孔を穿設した既存壁
上に胴縁を当接し、かつ、水平、または垂直方向に釘を
介して既存壁の主柱、間柱に固定し、次に該胴縁上に新
規外壁材を横張りするか、縦張りすることによって新規
外壁を形成したことを特徴とする外壁改修工法。1. When repairing an existing wall such as an existing mortar wall such as a large wall or a true wall, a concrete wall, or a tile wall, a large number of through holes penetrating the existing wall are formed on the surface of the existing wall. And then abutting the furring on the existing wall having the through hole, and fixing it horizontally or vertically to the main pillar or stud of the existing wall via a nail, and then the furring An outer wall repairing method characterized by forming a new outer wall by horizontally or vertically laying a new outer wall material on top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26638186A JPH0768752B2 (en) | 1986-11-07 | 1986-11-07 | Exterior wall repair method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP26638186A JPH0768752B2 (en) | 1986-11-07 | 1986-11-07 | Exterior wall repair method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63122860A JPS63122860A (en) | 1988-05-26 |
| JPH0768752B2 true JPH0768752B2 (en) | 1995-07-26 |
Family
ID=17430146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP26638186A Expired - Fee Related JPH0768752B2 (en) | 1986-11-07 | 1986-11-07 | Exterior wall repair method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0768752B2 (en) |
-
1986
- 1986-11-07 JP JP26638186A patent/JPH0768752B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63122860A (en) | 1988-05-26 |
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