JPH09158342A - Joint structure of external wall - Google Patents

Joint structure of external wall

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Publication number
JPH09158342A
JPH09158342A JP28087295A JP28087295A JPH09158342A JP H09158342 A JPH09158342 A JP H09158342A JP 28087295 A JP28087295 A JP 28087295A JP 28087295 A JP28087295 A JP 28087295A JP H09158342 A JPH09158342 A JP H09158342A
Authority
JP
Japan
Prior art keywords
mortar
wall
joint
joint member
joint structure
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
JP28087295A
Other languages
Japanese (ja)
Other versions
JP3654971B2 (en
Inventor
Rentarou Nanba
蓮太郎 難波
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.)
Fukuvi Chemical Industry Co Ltd
Original Assignee
Fukuvi Chemical Industry Co Ltd
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 Fukuvi Chemical Industry Co Ltd filed Critical Fukuvi Chemical Industry Co Ltd
Priority to JP28087295A priority Critical patent/JP3654971B2/en
Publication of JPH09158342A publication Critical patent/JPH09158342A/en
Application granted granted Critical
Publication of JP3654971B2 publication Critical patent/JP3654971B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To inhibit the generation of cracks in an external wall without damaging beauty of appearance. SOLUTION: A waterproof sheet 2 and a lath 3 are stuck successively onto a foundation 1 as the building frame of a building, and the base 12 of a joint member 11 is fixed onto the foundation 1 by a mortar pie 16. Undercoating mortar 4 is applied so that blade sections 13 inclined towards the foundation 1 and formed in a V-shaped cross section are buried. A reinforcing sheet 15 having low flexibility is stuck along the top section of the joint member 11, and top coating mortar 5 is applied.

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】この発明は、外壁の目地構造
に係り、特にモルタルによって構築される外壁の目地構
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 joint structure for an outer wall, and more particularly to a joint structure for an outer wall constructed by mortar.

【0002】[0002]

【従来の技術】従来より、図8に示すように、住宅等の
建築物の外壁を施工する場合、まず、建築物の下地1の
上に防水性を有する例えばアスファルト含浸紙等の防水
シート2を貼り付け、その表面側にラス3を貼り付けて
配設し、その後、下塗りモルタル4、上塗りモルタル5
を順に塗って仕上げるという作業を行なっていた。とこ
ろで、上記のようにして施工した外壁のモルタル4、5
部分にクラックが発生すると、美観を損ねるだけでな
く、雨水の浸入によってモルタル4、5の剥離あるいは
下地1の腐朽を招いてしまう恐れがあるが、このクラッ
クの発生を完全に防止することは極めて困難であったた
め、外壁を構成するモルタル4、5の表面に所定間隔を
あけて溝部6を形成し、これら溝部6へコーキング材7
を充填させた溝目地8を形成しておき、外壁に生じるク
ラックCを溝目地8に集中させるようにしていた。
2. Description of the Related Art Conventionally, as shown in FIG. 8, when constructing an outer wall of a building such as a house, first, a waterproof sheet 2 such as an asphalt-impregnated paper having a waterproof property is provided on a base 1 of the building. And the lath 3 on the surface side of the mortar 4 and then the undercoat mortar 4 and the overcoat mortar 5
I was painting and finishing in order. By the way, the outer wall mortar 4, 5 constructed as described above
When a crack is generated in a part, not only the appearance is impaired, but also the infiltration of rainwater may cause the mortars 4 and 5 to be peeled off or the base 1 to be rotted. However, it is extremely difficult to completely prevent the crack from being generated. Since it was difficult, the groove portions 6 were formed on the surfaces of the mortars 4 and 5 forming the outer wall at a predetermined interval, and the caulking material 7 was inserted into the groove portions 6.
The groove joints 8 filled with are formed in advance so that the cracks C generated on the outer wall are concentrated in the groove joints 8.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記の
目地構造にあっては、施工作業に多大な労力を要すると
ともに、意匠性を損ねてしまうという問題があり、さら
には、コーキング材7の劣化により、防水性も劣化して
しまう恐れがあった。また、溝部6の形成及び溝部6の
コーキング処理の手間を省くために、図9に示すよう
に、断面コ字状の目地部材9を用いた構造も採用されて
いるが、目地部材9の両側部に直立して突出した側板1
0への鏝押さえが不十分になりやすく、このため、目地
部材9の両側板10とモルタル4、5との境界部分近傍
にてクラックCが発生してしまう恐れがあった。
However, in the above-mentioned joint structure, there is a problem that a great deal of labor is required for the construction work, and the designability is impaired, and further, due to deterioration of the caulking material 7. There was a risk that the waterproofness would also deteriorate. In order to save the trouble of forming the groove portion 6 and caulking the groove portion 6, as shown in FIG. 9, a structure using a joint member 9 having a U-shaped cross section is adopted, but both sides of the joint member 9 are adopted. Side plate 1 protruding upright on the section
There is a risk that cracking C may occur near the boundary between the side plates 10 of the joint member 9 and the mortars 4 and 5 due to insufficient trowel suppression to 0.

【0004】この発明は、上記事情に鑑みてなされたも
ので、美観を損ねることなく、クラックの発生を抑さえ
ることが可能な外壁の目地構造を提供することを目的と
している。
The present invention has been made in view of the above circumstances, and an object thereof is to provide a joint structure of an outer wall capable of suppressing the occurrence of cracks without spoiling the aesthetic appearance.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、請求項1記載の外壁の目地構造は、躯体表面にモル
タルを塗り付けてなる外壁の目地構造であって、目地と
なる箇所に前記躯体表面に沿って配設される目地部材
と、該目地部材に沿って、長手方向へ配設される補強シ
ートとを具備してなり、前記目地部材は、前記躯体表面
に向かって互いに離間する方向へ傾斜された、複数の貫
通孔を有する翼板を具備することを特徴としている。請
求項2記載の外壁の目地構造は、請求項1記載の外壁の
目地構造において、前記補強シートが、複数の孔部が形
成された低延伸性の不織布からなることを特徴としてい
る。請求項3記載の外壁の目地構造は、請求項1記載の
外壁の目地構造において、前記補強シートが、低延伸性
の目の粗い織布からなることを特徴としている。請求項
4記載の外壁の目地構造は、請求項1記載の外壁の目地
構造において、前記補強部材が、メッシュ状に形成され
た樹脂からなることを特徴としている。
In order to achieve the above object, the joint structure of the outer wall according to claim 1 is the joint structure of the outer wall formed by applying mortar to the surface of the skeleton, and the joint structure is provided at the joint. The joint member is arranged along the surface of the body, and the reinforcing sheet is arranged along the joint member in the longitudinal direction. The joint members are separated from each other toward the surface of the body. It is characterized in that it is provided with a blade having a plurality of through holes that are inclined in the direction. The joint structure of the outer wall according to a second aspect is the joint structure of the outer wall according to the first aspect, characterized in that the reinforcing sheet is made of a non-stretchable non-woven fabric having a plurality of holes formed therein. The joint structure of the outer wall according to a third aspect is the joint structure of the outer wall according to the first aspect, characterized in that the reinforcing sheet is made of a low-stretch coarse woven fabric. An outer wall joint structure according to a fourth aspect is the outer wall joint structure according to the first aspect, wherein the reinforcing member is made of a resin formed in a mesh shape.

【0006】[0006]

【発明の実施の形態】以下、本発明の外壁の目地構造の
実施の形態を図によって説明する。図1において、符号
11は、目地部材である。この目地部材11は、樹脂等
を押出成形したもので、外壁1の厚さ方向に配設される
基板12と、この基板12の先端側に一体に設けられた
翼板13とから構成されている。図2に示すように、こ
の目地部材11の翼板13は、下地1方向へ傾斜されて
断面V字状に形成されており、複数の貫通孔14が形成
されている。そして、この目地部材11は、基板12の
T字状に形成された端部が、下地1にモルタル団子16
によって取り付けられ、さらに、全体が下塗りモルタル
4内に埋設されている。また、翼板13が一体化された
基板12の頂部には、図3に示すように、複数の六角形
状の孔部17が形成された低延伸性を有する例えば不織
布からなるテープ状の補強シート15が、目地部材11
の長手方向に沿って貼り付けられ、その上面側に上塗り
モルタル5が塗り付けられている。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the joint structure of the outer wall of the present invention will be described below with reference to the drawings. In FIG. 1, reference numeral 11 is a joint member. The joint member 11 is formed by extruding resin or the like, and is composed of a substrate 12 arranged in the thickness direction of the outer wall 1 and a blade 13 integrally provided on the front end side of the substrate 12. There is. As shown in FIG. 2, the blade 13 of the joint member 11 is formed in a V-shaped cross section by being inclined toward the base 1, and has a plurality of through holes 14. In the joint member 11, the T-shaped end portion of the substrate 12 has the mortar dumpling 16 on the base 1.
And is entirely embedded in the undercoat mortar 4. Further, as shown in FIG. 3, a tape-shaped reinforcing sheet made of, for example, a non-woven fabric having low extensibility, in which a plurality of hexagonal holes 17 are formed on the top of the substrate 12 in which the blades 13 are integrated. 15 is a joint member 11
Is affixed along the longitudinal direction, and the upper coating mortar 5 is applied on the upper surface side thereof.

【0007】次に、上記構成の外壁の施工手順を説明す
る。 (1)まず、防水シート2及びラス3を順に貼り付けた
下地1の表面に、モルタル団子16によって目地部材1
1の基板12を固定する。このとき、目地部材11は、
下地1の表面の凹凸、むくり(不陸)にとらわれずに、
下げ振り等に合わせて垂直に固定する。 (2)次いで、目地部材11の頂部を基準として下塗り
モルタル4を鏝によって塗り付ける。ここで、垂直に取
り付けられた目地部材11により、上記下地1の表面の
凹凸、むくり(不陸)が修正され、下塗りモルタル4の
表面を平坦にすることができる。また、鏝の扱きによっ
て、下塗りモルタル4が目地部材11の翼板13に穿設
された複数の貫通孔14から入り込み、目地部材11の
裏面側へも隈無く充填される。
Next, a procedure for constructing the outer wall having the above structure will be described. (1) First, the joint member 1 is formed on the surface of the base 1 on which the waterproof sheet 2 and the lath 3 are sequentially attached by the mortar dumpling 16.
The substrate 12 of No. 1 is fixed. At this time, the joint member 11 is
Without being caught by the unevenness of the surface of the base 1, the peeling (uneven),
Fix vertically according to plumb bob etc. (2) Next, the undercoat mortar 4 is applied with a trowel using the top of the joint member 11 as a reference. Here, the vertically mounted joint member 11 corrects the unevenness and peeling (unstable) of the surface of the base 1 and makes the surface of the undercoat mortar 4 flat. Further, by handling the trowel, the undercoat mortar 4 enters through the plurality of through holes 14 formed in the blade 13 of the joint member 11 and fills the back surface side of the joint member 11 without a gap.

【0008】(3)次に、目地部材11の頂部に沿って
補強シート15を貼り付ける。ここで、この補強シート
15の貼り付け時に、下塗りモルタル4が未硬化状態の
場合は、直接押しつけることにより、補強シート15を
容易に貼り付けることができる。なお、下塗りモルタル
4が硬化した後に補強シート15を貼り付ける場合は、
モルタルあるいは接着剤によって貼り付ける。 (4)その後、上塗りモルタル5を塗布し、前記補強シ
ート15を塗り込めて表面を平滑に仕上げる。
(3) Next, the reinforcing sheet 15 is attached along the top of the joint member 11. Here, when the undercoat mortar 4 is in an uncured state when the reinforcing sheet 15 is attached, the reinforcing sheet 15 can be easily attached by directly pressing. When the reinforcing sheet 15 is attached after the undercoat mortar 4 is hardened,
Stick with mortar or adhesive. (4) After that, the topcoat mortar 5 is applied and the reinforcing sheet 15 is applied to finish the surface smoothly.

【0009】このように、上記作業によって極めて容易
に、目地部材11及び補強シート15が配設された目地
構造を有する外壁を施工することができる。そして、こ
のような構造の外壁の目地部によれば、目地部材11の
翼板13が下地1方向へ傾斜されてV字状に形成されて
いるので、モルタルの鏝押さえを確実に行なうことがで
きるとともに、貫通孔14にモルタルが食い込み目地部
剤11とモルタルとが強固に一体化される。また、目地
部剤11の頂部に設けられた補強シート15によって目
地部材11の両側部近傍の表層モルタルの収縮を抑制す
ることができ、これにより、目地部分におけるクラック
Cの発生を防止することができる。なお、モルタル乾燥
時の収縮ストレスは、モルタルの収縮につれて目地部材
11の翼部13が頂部を支点として両側に拡開すること
により解消される。これにより前記補強シート15の効
果と相まって表面におけるクラックの発生を抑制するこ
とができる。
As described above, the outer wall having the joint structure in which the joint member 11 and the reinforcing sheet 15 are arranged can be constructed very easily by the above work. According to the joint portion of the outer wall having such a structure, the blade 13 of the joint member 11 is inclined toward the base 1 and is formed in a V shape, so that the mortar can be reliably held down. At the same time, the mortar bites into the through hole 14, and the joint agent 11 and the mortar are firmly integrated. Further, the reinforcing sheet 15 provided on the top of the joint agent 11 can suppress the shrinkage of the surface layer mortar in the vicinity of both sides of the joint member 11, thereby preventing the generation of the crack C in the joint portion. it can. The contraction stress at the time of drying the mortar is eliminated by the wing portion 13 of the joint member 11 expanding to both sides with the top as a fulcrum as the mortar contracts. This makes it possible to suppress the occurrence of cracks on the surface in combination with the effect of the reinforcing sheet 15.

【0010】なお、補強シート15の配設の仕方として
は、図4に示すように、目地部材11の表面に沿わせて
も良い。また、上記の例では、目地部材11として、平
坦な頂部を有するものが用いられたが、例えば、図5に
示すように、角形に形成された頂部を有するもの、ある
いは図6に示すように、湾曲状に形成された頂部を有す
るものであっても良い。なお、補強シート15として
は、低延伸性を有するものであれば、不織布に限らず、
目の粗い織布、あるいはメッシュ形状に形成された樹
脂、さらには薄い鉄板でも良い。また、上記実施の形態
では、木材等からなる下地1の表面に防水シート2、ラ
ス3を順に貼り付けた躯体に外壁を施工したが、図7に
示すように、コンクリートCからなる躯体の場合も同様
に施工すれば良い。なお、下塗りモルタル4を鏝によっ
て塗り付ける場合、必ずしも目地部材11の裏面側へ隈
無く充填させる必要はなく、図7に示すように間隙を有
した状態でも良い。そして、このように間隙を有する目
地構造によれば、この間隙にて外壁に生じる応力を吸収
させることができ、これにより、さらなるクラックの発
生の防止を図ることができる。
The reinforcing sheet 15 may be arranged along the surface of the joint member 11, as shown in FIG. Further, in the above example, the joint member 11 having a flat top portion is used, but as shown in FIG. 5, for example, a joint member 11 having a square top portion, or as shown in FIG. It may have a curved top. The reinforcing sheet 15 is not limited to a non-woven fabric as long as it has low stretchability,
A coarse woven cloth, a resin formed in a mesh shape, or a thin iron plate may be used. Further, in the above-described embodiment, the outer wall is constructed on the frame in which the waterproof sheet 2 and the lath 3 are sequentially attached to the surface of the base 1 made of wood or the like, but in the case of the frame made of concrete C, as shown in FIG. The same can be done. When the undercoat mortar 4 is applied with a trowel, it is not always necessary to fill the back surface side of the joint member 11 thoroughly, and it may have a gap as shown in FIG. 7. Further, according to the joint structure having the gap as described above, it is possible to absorb the stress generated in the outer wall in the gap, thereby preventing the generation of further cracks.

【0011】[0011]

【発明の効果】以上、説明したように、本発明の外壁の
目地構造によれば、下記の効果を得ることができる。請
求項1記載の外壁の目地構造によれば、例えば、目地部
材の翼板によって、モルタルを確実に押さえることがで
きるとともに、目地部材の頂部に設けられた補強シート
によって目地部材の両側部近傍のモルタルの収縮を抑制
することができ、クラックの発生を防止することができ
る。さらに、モルタル乾燥時の収縮ストレスは、モルタ
ルの収縮につれて目地部材の翼部が頂部を支点として両
側に拡開することにより解消される。これにより補強シ
ートの効果と相まって表面におけるクラックの発生を抑
制することができる。これにより、従来のように、わざ
わざクラックを集中的に生じさせる目地溝を形成する必
要をなくすことができ、作業効率の向上を図ることがで
きるとともに、良好な美観を確保することができる。
As described above, according to the joint structure of the outer wall of the present invention, the following effects can be obtained. According to the joint structure of the outer wall according to claim 1, for example, the mortar can be surely pressed by the blades of the joint member, and the reinforcing sheets provided on the top of the joint member prevent the mortar from being close to both sides of the joint member. It is possible to suppress the shrinkage of the mortar and prevent the occurrence of cracks. Further, the shrinkage stress during the drying of the mortar is eliminated by the wing portion of the joint member expanding to both sides with the apex as the fulcrum as the mortar shrinks. This makes it possible to suppress the occurrence of cracks on the surface in combination with the effect of the reinforcing sheet. As a result, it is possible to eliminate the need to form a joint groove that causes the concentration of cracks in a concentrated manner as in the conventional case, and it is possible to improve working efficiency and ensure a good aesthetic appearance.

【0012】請求項2記載の外壁の目地構造は、低延伸
性の不織布からなる補強シートによって目地部材の両側
部近傍のモルタルの収縮を確実に抑さえることができ
る。請求項3記載の外壁の目地構造は、低延伸性の目の
粗い織布からなる補強シートによって目地部材の両側部
近傍のモルタルの収縮を確実に抑さえることができる。
請求項4記載の外壁の目地構造は、メッシュ状に形成さ
れた樹脂からなる補強シートによって目地部材の両側部
近傍のモルタルの収縮を確実に抑さえることができる。
In the joint structure of the outer wall according to the second aspect, the shrinkage of the mortar in the vicinity of both sides of the joint member can be surely suppressed by the reinforcing sheet made of the low-stretch non-woven fabric. In the joint structure of the outer wall according to the third aspect, the contraction of the mortar in the vicinity of both sides of the joint member can be surely suppressed by the reinforcing sheet made of the low-stretch coarse woven cloth.
In the joint structure of the outer wall according to the fourth aspect, the contraction of the mortar in the vicinity of both sides of the joint member can be surely suppressed by the reinforcing sheet made of resin formed in a mesh shape.

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

【図1】本発明の外壁の目地構造の実施の形態を説明す
る外壁の目地部分の断面図である。
FIG. 1 is a sectional view of a joint portion of an outer wall for explaining an embodiment of a joint structure of an outer wall of the present invention.

【図2】(a)は、本発明の外壁の目地構造の実施の形
態の例にて用いられる目地部材の正面図であり、(b)
は、本発明の外壁の目地構造の実施の形態の例にて用い
られる目地部材の平面図である。
FIG. 2A is a front view of a joint member used in an example of an embodiment of a joint structure of an outer wall of the present invention, and FIG.
FIG. 4 is a plan view of a joint member used in an example of the embodiment of the joint structure of the outer wall of the present invention.

【図3】本発明の外壁の目地構造の実施の形態にて用い
られる補強シートの説明をする補強シートの斜視図であ
る。
FIG. 3 is a perspective view of a reinforcing sheet for explaining the reinforcing sheet used in the embodiment of the joint structure of the outer wall of the present invention.

【図4】本発明の外壁の目地構造の実施の形態の他の例
を説明する外壁の目地部分の断面図である。
FIG. 4 is a sectional view of a joint portion of the outer wall for explaining another example of the embodiment of the joint structure of the outer wall of the present invention.

【図5】本発明の外壁の目地構造の実施の形態の他の例
を説明する外壁の目地部分の断面図である。
FIG. 5 is a sectional view of a joint portion of an outer wall for explaining another example of the embodiment of the joint structure of the outer wall of the present invention.

【図6】本発明の外壁の目地構造の実施の形態の他の例
を説明する外壁の目地部分の断面図である。
FIG. 6 is a cross-sectional view of a joint portion of an outer wall for explaining another example of the embodiment of the joint structure of the outer wall of the present invention.

【図7】本発明の外壁の目地構造の実施の形態を説明す
る外壁の目地部分の断面図である。
FIG. 7 is a cross-sectional view of a joint portion of the outer wall for explaining an embodiment of the joint structure of the outer wall of the present invention.

【図8】従来の外壁の目地構造を説明する外壁の目地部
分の断面図である。
FIG. 8 is a cross-sectional view of a joint portion of an outer wall for explaining a joint structure of a conventional outer wall.

【図9】目地部材を用いた外壁の目地構造を説明する外
壁の目地部分の断面図である。
FIG. 9 is a cross-sectional view of a joint portion of the outer wall for explaining the joint structure of the outer wall using the joint member.

【符号の説明】 1 下地(躯体) 4 下塗りモルタル(モルタル) 5 上塗りモルタル(モルタル) 11 目地部材 12 基板 13 翼板 14 貫通孔 15 補強シート 17 孔部 C コンクリート(躯体)[Explanation of Codes] 1 Base (frame) 4 Undercoat mortar (mortar) 5 Topcoat mortar (mortar) 11 Joint member 12 Substrate 13 Vane 14 Through hole 15 Reinforcement sheet 17 Hole C Concrete (frame)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 躯体表面にモルタルを塗り付けてなる外
壁の目地構造であって、 目地となる箇所に前記躯体表面に沿って配設される目地
部材と、該目地部材に沿って、長手方向へ配設される補
強シートとを具備してなり、 前記目地部材は、前記躯体表面に向かって互いに離間す
る方向へ傾斜された、複数の貫通孔を有する翼板を具備
することを特徴とする外壁の目地構造。
1. A joint structure of an outer wall obtained by applying mortar to the surface of a skeleton, the joint member being disposed along the surface of the skeleton at a joint, and a longitudinal direction along the joint member. The joint member is provided with a blade having a plurality of through holes that are inclined toward the surface of the body so as to be separated from each other. The joint structure of the outer wall.
【請求項2】 前記補強シートは、複数の孔部が形成さ
れた低延伸性の不織布からなることを特徴とする請求項
1記載の外壁の目地構造。
2. The joint structure of the outer wall according to claim 1, wherein the reinforcing sheet is made of a low-stretchable non-woven fabric having a plurality of holes formed therein.
【請求項3】 前記補強シートは、目の粗い低延伸性の
織布からなることを特徴とする請求項1記載の外壁の目
地構造。
3. The joint structure of the outer wall according to claim 1, wherein the reinforcing sheet is made of a woven cloth having coarse mesh and low stretchability.
【請求項4】 前記補強シートは、メッシュ状に形成さ
れた樹脂からなることを特徴とする請求項1記載の外壁
の目地構造。
4. The joint structure of the outer wall according to claim 1, wherein the reinforcing sheet is made of a resin formed in a mesh shape.
JP28087295A 1995-10-05 1995-10-27 Joint structure of outer wall Expired - Lifetime JP3654971B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28087295A JP3654971B2 (en) 1995-10-05 1995-10-27 Joint structure of outer wall

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP7-259021 1995-10-05
JP25902195 1995-10-05
JP28087295A JP3654971B2 (en) 1995-10-05 1995-10-27 Joint structure of outer wall

Publications (2)

Publication Number Publication Date
JPH09158342A true JPH09158342A (en) 1997-06-17
JP3654971B2 JP3654971B2 (en) 2005-06-02

Family

ID=26543928

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28087295A Expired - Lifetime JP3654971B2 (en) 1995-10-05 1995-10-27 Joint structure of outer wall

Country Status (1)

Country Link
JP (1) JP3654971B2 (en)

Also Published As

Publication number Publication date
JP3654971B2 (en) 2005-06-02

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