JPS6023549A - Joint structure of building wall part - Google Patents
Joint structure of building wall partInfo
- Publication number
- JPS6023549A JPS6023549A JP12962383A JP12962383A JPS6023549A JP S6023549 A JPS6023549 A JP S6023549A JP 12962383 A JP12962383 A JP 12962383A JP 12962383 A JP12962383 A JP 12962383A JP S6023549 A JPS6023549 A JP S6023549A
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- Prior art keywords
- layer
- volume
- building
- joint
- 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.)
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Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 本発明は、建築壁部の目地構造に関する。[Detailed description of the invention] The present invention relates to a joint structure of a building wall.
建築物の側壁や天井壁その他各所壁部を築成する場合、
従来は、木軸組工法2石膏ボーF直貼り工法、或いは木
レンガ取付は工法などによって。When constructing side walls, ceiling walls, and other walls of buildings,
Conventionally, wood frame construction method 2 gypsum bow F direct pasting method, or wood brick installation method, etc. were used.
石膏ボードやベニヤ、石綿スレート板、硅酸カルシウム
板などの各種建築板を取り付は施工し、この建築板の目
地部にパテを塗工し、爾後、壁紙や塗料、塗り壁材、吹
付は壁材などの仕上げ材を壁面に施して内装仕上げを行
なう建築工法が採用されていた。Various building boards such as gypsum board, plywood, asbestos slate board, and calcium silicate board are installed and putty is applied to the joints of the building boards. A construction method was used to finish the interior by applying finishing materials such as wall materials to the walls.
然るに、この種の工法に於いて、建築板が湿度や気温等
の悪影響を受けて伸縮したり或いは建築物に振動を受け
たりすると、壁部を構成している多数並設せる建築板接
合部の目地部に亀裂が発生し易く、殊に近時、建材の軽
量化及び省工矛ルギ対策上、軽量鉄骨型枠工法や、断熱
材と建材を一体化したベニヤやボードなどが多く採用さ
れるに至り、それに起因して前記目地部の亀裂現象が−
層頻繁に発生するようになった。However, in this type of construction method, if the building boards expand or contract due to the adverse effects of humidity or temperature, or if the building is subjected to vibration, the joints of the many building boards that make up the wall may be damaged. Cracks are likely to occur at the joints of buildings.Especially in recent years, lightweight steel frame construction methods and veneers and boards that integrate insulation and building materials have been increasingly adopted in order to reduce the weight of building materials and reduce labor costs. As a result, the cracking phenomenon in the joint area is caused by -
layer started to occur frequently.
それ故、上記従来工法に於いて、目地部の施工を行なう
際3紙テープ、寒冷紗テープ、或いは合成繊維系テープ
などを目地テープとして使用し。Therefore, in the above-mentioned conventional construction method, paper tape, cheesecloth tape, synthetic fiber tape, or the like is used as the joint tape when constructing the joints.
該目地テープをパテに埋設して建築板接合部の目地部の
補強および目地部の亀裂防止を図っている。The joint tape is embedded in putty to reinforce the joints of building board joints and to prevent cracks in the joints.
しかし社から、上記目地テープを使用した目地構造は、
引張り荷重に対してそれ相応の効果を奏するものの圧縮
荷重に対しては全く効果がなく。However, according to the company, the joint structure using the above joint tape is
Although it has a corresponding effect on tensile loads, it has no effect on compressive loads.
また目地部の所謂脹れ現象やパテの剥離現象などを招来
し易く、単に強度面のみならず下地材としての美的外観
上でも好ましくない欠点があった。In addition, it tends to cause so-called swelling of the joints and peeling of the putty, which is undesirable not only in terms of strength but also in terms of aesthetic appearance as a base material.
そこで、上記の防止対策として2弾性コーキング材、柔
軟性目止材、高硬度または高強度目止材などを使用して
各種の実験を繰り返したが、目地部に充分な変形対応性
が得られず、また目地層の厚さは板厚を超えることが出
来ず必然的に目地層を薄く形成しなければならないので
必要な強度が得られないと共に、仕上げ材との密着性及
び接着性が悪いなどの不都合を招来し、上記従来の問題
点を根本的に解決するには至らなかった。Therefore, various experiments were repeated using 2-elastic caulking materials, flexible sealing materials, and high-hardness or high-strength sealing materials to prevent the above-mentioned problems, but sufficient deformation resistance was not obtained at the joints. Also, the thickness of the joint layer cannot exceed the thickness of the board, so the joint layer must be formed thinly, so the necessary strength cannot be obtained, and the adhesion and adhesion with finishing materials are poor. However, the above-mentioned conventional problems have not been fundamentally solved.
本発明は上記従来の諸欠点を根本的に解消した建築壁部
の目地構造の提供を目的とするものであって、その要旨
とするところは、並設せる建築板の接合部に形成された
凹溝部に1体積不変層と。The purpose of the present invention is to provide a joint structure for building walls that fundamentally eliminates the above-mentioned conventional drawbacks. One volume-invariant layer in the concave groove.
建築板の変形率より大きな変形緩和率を有する体積可変
層との複層構造からなる補強部材を嵌着してこれを一体
的に固着したことを特徴とする建築壁部の目地構造、に
ある。A joint structure for a building wall, characterized in that a reinforcing member having a multilayer structure with a variable volume layer having a deformation relaxation rate greater than the deformation rate of the building board is fitted and fixed integrally. .
本発明に係る建築壁部の目地構造の具体的態様を図面に
基いて更に詳しく説明すれば、以下の通りである。(1
)及び(2)は建築物の各所望部を形成する下地材とし
ての建築板であって、該建築板(1)(2)は多数並設
されており1石膏ボード、ベニヤ、石綿スレート板、或
いは硅酸カルシウム板などによって形成されている。尚
、上記建築板(1)(2)の材質については上記のもの
に限定されない。The specific embodiments of the joint structure of a building wall according to the present invention will be explained in more detail with reference to the drawings as follows. (1
) and (2) are building boards used as base materials to form each desired part of a building, and these building boards (1) and (2) are installed in large numbers in parallel. , or a calcium silicate plate. Note that the materials of the building boards (1) and (2) are not limited to those mentioned above.
(3)は相隣る前記建築板(1)(2)の接合部の目地
部に設けた補強部材である。この補強部材(3)は、外
力を加えて変形させてもその体積の変化しない体積不変
層(4)と、外力を加えて変形させるとその体積自体も
変化する体積可変層(5)とから成り、該体積不変層(
4)及び体積可変層(5)の両者間に接着層を形成して
固着した複層構造を形成している。そして、前記体積不
変層(4)としては例えばプラスチックス板や鉄板、或
いは木板などを使用し、これらの板材はこれを変形させ
てもその体積は不変である。また前記体積可変層(5)
としては例えば海綿状のスポンジ材や発泡性の合成樹脂
材などで形成されたものであって、このものを変形させ
れば体積も同時に変化する性質を有する。尚1体積可変
層(5)の変形緩和率は建築板(1)(2)の変形率よ
りも大きいことが前提条件と−して必要である。(3) is a reinforcing member provided at the joint between the adjacent building boards (1) and (2). This reinforcing member (3) consists of a volume-invariable layer (4) whose volume does not change even when deformed by applying an external force, and a volume-variable layer (5) whose volume itself changes when deformed by applying an external force. and the volume-invariant layer (
4) and the variable volume layer (5), an adhesive layer is formed between them to form a fixed multilayer structure. As the volume-invariant layer (4), for example, a plastic plate, an iron plate, a wooden plate, or the like is used, and the volume of these plates remains unchanged even if they are deformed. Further, the volume variable layer (5)
For example, it is made of a spongy sponge material or a foamable synthetic resin material, and has the property that when it is deformed, its volume changes at the same time. It is necessary as a precondition that the deformation relaxation rate of the first variable volume layer (5) is greater than the deformation rate of the building boards (1) and (2).
上記の補強部材(3)は、上述の如く体積不変層(4)
と体積可変層(5)との複層構造から成り、しかも何れ
も相隣る建築板(1)(2)同志間の目地部に形成され
た凹溝部(6)に嵌着され接着層によって固着された状
態にあり、該凹溝部(6)に適合した断面形状及び大き
さを有している。即ち、第1図及び第2図に示す如く断
面長方形板状の補強部材(3)、第3図及び第4図に示
す如く断面三角形板状の補強部材(3)、第5図及び第
6図に示す如く断面T字型の補強部材(3)。The above-mentioned reinforcing member (3) has a volume constant layer (4) as mentioned above.
It has a multi-layer structure consisting of a variable volume layer (5) and a variable volume layer (5), each of which is fitted into a groove (6) formed at the joint between adjacent building boards (1) and (2), and is bonded by an adhesive layer. It is in a fixed state and has a cross-sectional shape and size suitable for the groove (6). That is, the reinforcing member (3) has a rectangular plate-like cross section as shown in FIGS. 1 and 2, the reinforcing member (3) has a triangular plate-like cross section as shown in FIGS. 3 and 4, and the reinforcing member (3) has a triangular plate-like cross section as shown in FIGS. As shown in the figure, the reinforcing member (3) has a T-shaped cross section.
第7図、第8図及び第11図に示す如く断面変形T字型
の補強部材(3)、第9図及び第10図に示す如く断面
H字型の補強部材(3)、更に第12図に示す如く断面
変形H字型の補強部材(3)など、目地部の凹溝部(6
)の形状に適合した各種の断面形状を有するものであり
、何れも本発明の補強部材(3)に該当する。As shown in FIGS. 7, 8, and 11, the reinforcing member (3) has a deformed T-shaped cross section, the reinforcing member (3) has an H-shaped cross section as shown in FIG. 9, and FIG. As shown in the figure, the reinforcing member (3) with a deformed H-shaped cross section, etc.
), and all of them fall under the reinforcing member (3) of the present invention.
尚、上記した補強部材(3)の各種基本形態か4種々の
応用形態も考えられるが、これらは何れも本発明の要旨
に包含される。例えば、第1図の基本形態から、補強部
材(3)の体積可変層(5)の裏面を鋸刃状に成形した
第13図の実施例、また補強部材(3)の体積可変層(
5)の裏面を波状に成形した第14図の実施例など、こ
れらの応用形態は何れも本発明の一実、雄側として包含
される。It should be noted that various basic forms or four different applied forms of the above-mentioned reinforcing member (3) are conceivable, and all of these are included in the gist of the present invention. For example, from the basic configuration shown in FIG. 1, to the embodiment shown in FIG.
5), such as the embodiment shown in FIG. 14 in which the back surface is formed into a wavy shape, all of these applied forms are included as part of the male side of the present invention.
また以上に示した実施例は何れも1体積不変層(4)と
体積可変層(5)の二層構造からなる補強部材(3)で
あるが1例えば第15図の如く。Further, in all of the embodiments shown above, the reinforcing member (3) has a two-layer structure of one volume constant layer (4) and one volume variable layer (5), as shown in FIG. 15, for example.
体積不変層(4)と体積可変層(5)を交互に重合した
三層構造にしたり、或いは四層や五層などその他の多層
構造を有する補強部材であっても良い。The reinforcing member may have a three-layer structure in which the volume constant layer (4) and the volume variable layer (5) are alternately superposed, or may have another multilayer structure such as four layers or five layers.
而して、前記建築板(1)(2)の接合端近傍部は、釘
(7)を打ち付けて基礎材としての木軸(8)に固着す
るか、或いは接着剤を使用して建築板(1)(2)と木
軸(8)とを固着する。尚。The parts near the joining ends of the building boards (1) and (2) are fixed to the wooden shaft (8) serving as the foundation material by nailing (7), or by using adhesive. (1) Fix (2) and the wooden shaft (8). still.
建築板(1)(2)の固着手段については具体的に問わ
ない。There are no specific questions regarding the means of fixing building boards (1) and (2).
また前記補強部材(3)と、建築板(1)(2)の目地
部に形成された凹溝部(6)との接合界面は、建築用接
着剤を使用して形成される接着層によって固着されてい
る。Further, the bonding interface between the reinforcing member (3) and the groove portion (6) formed at the joint of the building boards (1) and (2) is fixed by an adhesive layer formed using a construction adhesive. has been done.
尚、下地材として使用した前記建築板(1)(2)の接
合部の目地部は、建築板(1)(2)の表面とツラ位置
に形成し且つその表面を平滑に形成するため1例えば第
2図、第4図、第6図。Note that the joints of the building boards (1) and (2) used as base materials are formed at the same position as the surfaces of the building boards (1) and (2), and in order to make the surfaces smooth, For example, FIGS. 2, 4, and 6.
第8図、或いは第10図に示す如く、必要に応じて補強
部材(3)の表面その他所定の周囲にパテ(9)を充填
し塗工しても良い。尚、目地部の平滑形状を問題にしな
い場合は、第11図に示す如く補強部材(3)の表面部
を覆被するようにその目地部表面にパテ(9)を盛り上
げて塗工しても良い。第11図及び第12図に示す(1
0)は紙などの覆被材であって、該覆被材(10)は前
記補強部材(3)の表面に貼着しであるが、この覆被材
(10)は目地部の施工の際1作業者によって随時貼着
されるものであって、ffl被材(10)の存否につい
て何ら問わない。As shown in FIG. 8 or FIG. 10, the surface of the reinforcing member (3) and other predetermined surroundings may be filled and coated with putty (9) if necessary. If the smooth shape of the joint is not a problem, apply putty (9) in a heaped manner on the surface of the joint so as to cover the surface of the reinforcing member (3) as shown in Figure 11. Also good. As shown in Figures 11 and 12 (1
0) is a covering material such as paper, and this covering material (10) is pasted on the surface of the reinforcing member (3), but this covering material (10) is suitable for construction of joints. It is attached at any time by one worker, and there is no question as to whether or not the ffl covering material (10) exists.
上記の構成に於いて3本発明に係る建築壁部の目地構造
の施工手順を説明すれば1次の通りである。In the above configuration, the construction procedure of the joint structure of the building wall according to the present invention will be explained as follows.
先ず、建築板(1)(2)の接合端縁部に凹溝部(6)
形状の目地部を形成するべく適当な形状に加工成形する
。この目地部の形成は、下地材として各所望部の継目部
を強固に結合し且つその表面を平滑にするために設けら
れるものであって。First, grooves (6) are formed at the joint edges of the building boards (1) and (2).
It is processed and formed into an appropriate shape to form a joint portion of the shape. The joints are formed as a base material in order to firmly connect the joints of the respective desired parts and to make the surfaces smooth.
建築板(1)(2)同志、または建築板(1)(2)と
補強部材(3)との間に寸法誤差が生じても、その隙間
に充填用接着剤またはパテを充填することによって壁面
の平滑精度を保つことが出来る。尚、建築板(1)(2
)の目地構成部の凹溝加工は、予め工場内で行なうか、
若しくは現場加工によって行われる。Even if there is a dimensional error between the building boards (1) and (2) or between the building boards (1 and 2) and the reinforcing member (3), the gaps can be filled with filler adhesive or putty. The smoothness of the wall surface can be maintained. Furthermore, architectural boards (1) (2)
) should be done in advance in the factory, or
Or it can be done by on-site processing.
次に、接合−縁部が目地部形状に加工成形された建築板
(1)(2)を、釘(7)または建築用接着剤、その他
の結合手段によって基礎材としての木軸(8)に張り付
は並設して固着する。そして、相隣る各建築板(1)(
2)の目地部に形成された凹溝部(6)に補強部材(3
)を嵌着し。Next, the building boards (1) and (2), whose edges have been processed and formed into a joint shape, are attached to the wooden shaft (8) as a base material using nails (7), construction adhesive, or other bonding means. The adhesives are placed side by side and fixed. Then, each adjacent building board (1) (
The reinforcing member (3) is inserted into the concave groove (6) formed at the joint of (2).
).
建築板(1)(2)の凹溝部(6)と、補強部材(3)
の体積可変層(5)の裏面および補強部材(3)の側周
面との接合界面に建築用接着剤を塗布して接着層を形成
し、その接合部を全面接着する。Concave grooves (6) of building boards (1) (2) and reinforcing members (3)
A construction adhesive is applied to the bonding interface between the back surface of the variable volume layer (5) and the side peripheral surface of the reinforcing member (3) to form an adhesive layer, and the bonded portion is bonded over the entire surface.
尚、第9図、第10図及び第12図に示す実施例にあっ
ては、建築板(1)(2)の固着作業と補強部材(3)
の組立て取付は施工とを同時に行なう。In addition, in the embodiments shown in FIGS. 9, 10, and 12, the fixing work of building boards (1) (2) and reinforcing members (3) are
Assembly and installation will be done at the same time as construction.
次に、前述の如く、建築板(1)(2)の表面とツラ位
置に形成し且つ目地部の平滑度を保持すべく必要に応じ
てパテ(9)を充填する。また各建築板(1)(2)や
目地部などに段差や凹凸部があれば削り落すか、又はパ
テ処理を施して、下地を平滑面に形成する。但し、上記
のパテ(9)は必ずしも要しない。Next, as described above, putty (9) is filled as necessary to form the joints at positions flush with the surfaces of the building boards (1) and (2) and to maintain the smoothness of the joints. In addition, if there are any steps or irregularities in the building boards (1), (2) or joints, they are scraped off or treated with putty to form a smooth base. However, the above putty (9) is not necessarily required.
最後に、上記の下地平滑面に壁紙、塗料、塗り壁材、又
は吹付は壁材などの仕上げ材を施すことによって建築物
の壁部が完成する。Finally, the walls of the building are completed by applying a finishing material such as wallpaper, paint, wall covering material, or sprayed wall material to the smooth base surface.
本発明に係る建築壁部の目地構造は叙上の構成を備えて
いるので、下記の如く優れた諸効果を顕著に発揮する。Since the joint structure of a building wall according to the present invention has the above-mentioned configuration, it can significantly exhibit various excellent effects as described below.
a) 並設せる建築板同志の接合部に形成された凹溝部
に2体積不変層と体積可変層との複層構造からなる補強
部材を嵌着して一体的に固着したので、引張強度、圧縮
強度および曲げ強度などが著しく向上した。それ故、建
築板が温湿度等の影響を受けて伸縮したり、或いは強い
振動を受けた場合でも、目地部に亀裂の発生する虞れが
少なく。a) A reinforcing member consisting of a multilayer structure consisting of two volume constant layers and a volume variable layer was fitted into the concave grooves formed at the joints of the building boards arranged side by side and fixed together, so that the tensile strength and Compressive strength and bending strength were significantly improved. Therefore, even if the building board expands and contracts under the influence of temperature and humidity, or is subjected to strong vibrations, there is little risk of cracks occurring at the joints.
しかも目地部を構成する補強部材に脹れ現象や剥離現象
などを招来する虞れも全くないところから5目地部の平
滑度を経時的に保ち、下地材としての美観のみならず、
仕上げ材の施工が容易である。In addition, there is no risk of swelling or peeling of the reinforcing members that make up the joints, so the smoothness of the joints can be maintained over time, and it is not only aesthetically pleasing as a base material.
It is easy to apply finishing materials.
b) 殊に、複層構造の補強部材は体積不変層と体積可
変層とから形成されており、且つ体積可変層の変形緩和
率が建築板の変形率よりも大きいところから、仮令、建
築板が伸縮してクランクを生じてもそのクラックの幅は
約0.1〜0.5鶴であって、この程度の建築板の伸縮
は前記体積可変層によって充分緩和し得るものである。b) In particular, reinforcing members of multi-layer structure are formed of a volume-invariable layer and a volume-variable layer, and the deformation relaxation rate of the volume-variable layer is greater than the deformation rate of the building board. Even if the building board expands and contracts to produce a crank, the width of the crack is approximately 0.1 to 0.5 mm, and this degree of expansion and contraction of the building board can be sufficiently alleviated by the variable volume layer.
C) また体積不変層と体積可変層との複層構造によっ
て2体積不変層の強度は、下地材としての建築板の強度
よりも小さくて良いものであって。C) Also, due to the multi-layered structure of a constant volume layer and a variable volume layer, the strength of the two constant volume layers is smaller than the strength of the building board as the base material.
建築板の変形に充分対応し得る特性を具備している。そ
れ故9体積不変層の材質については厳選する必要がなく
1例えばプラスチックス板、鉄板。It has characteristics that can sufficiently cope with the deformation of building boards. Therefore, there is no need to carefully select the material for the volume-invariant layer; for example, a plastic plate or a steel plate.
或いは木板など、各種の板材を幅広く利用することが可
能である。Alternatively, a wide variety of board materials such as wooden boards can be used.
d) 更に、建築板の目地部の凹溝部に当接する体積可
変層の変形性によって、建築板の目地部の仕上り誤差な
どを吸収するので、凹溝形状部などの仕上り精度が低く
ても補強部材の取付は施工に何ら悪影響を及ぼさない。d) Furthermore, the deformability of the variable volume layer that comes into contact with the concave grooves at the joints of the building boards absorbs finishing errors in the joints of the building boards, so even if the finishing accuracy of the concave grooves is low, it can be reinforced. The installation of the components does not have any negative effect on the construction.
e) 建築板に各種の外力が加わった場合でも。e) Even when various external forces are applied to the building board.
建築板に働いた作用力は一旦体積可変層で吸収された後
1体積不変層に伝達されるから、補強部材の破断防止に
極めて有効である。The acting force acting on the building board is once absorbed by the variable volume layer and then transmitted to the constant volume layer, which is extremely effective in preventing the reinforcing member from breaking.
f) 体積可変層は9例えば海綿状のスポンジ材や発泡
性の合成樹脂材などで形成されたものであるから、その
加工成形が容易であって、且つ下地としての建築板の目
地部形状に適合させ易い。f) The variable volume layer is made of, for example, a spongy sponge material or a foamable synthetic resin material, so it is easy to process and mold, and it can be easily shaped to fit the joint shape of the building board as the base. Easy to adapt.
g) 補強部材の体積可変層によって目地部に気密性を
保持し得る。それ故、目地部の断熱性および遮音性の向
上などに有効であるのみならず。g) Airtightness can be maintained at the joint by the variable volume layer of the reinforcing member. Therefore, it is not only effective in improving the heat insulation and sound insulation properties of joint areas.
火災時における延焼を可及的に防止し得るものであり、
防火対策上でも有効である。It is possible to prevent the spread of fire in the event of a fire,
It is also effective as a fire prevention measure.
第1F!!J乃至第15図は本発明に係る目地構造のそ
れぞれの実施例を示す要部横断面図である。
(1)(2)は建築板、 (3)は補強部材。
(4)は体積不変層、 (5)は体積可変層、 (6)
は凹溝部、である。
特許出願人
ヤヨイ化学工業株式会社1st F! ! FIGS. J to 15 are cross-sectional views of main parts showing respective embodiments of the joint structure according to the present invention. (1) and (2) are building boards, and (3) are reinforcing members. (4) is a constant volume layer, (5) is a variable volume layer, (6)
is a concave groove. Patent applicant Yayoi Chemical Industry Co., Ltd.
Claims (1)
積不変層と、建築板の変形率より大きな変形緩和率を有
する体積可変層との複層構造からなる補強部材を嵌着し
てこれを一体的に固着したことを特徴とする建築壁部の
目地構造。 2、前記体積不変層としてプラスチックス板を使用した
特許請求の範囲第1項記載の建築壁部の目地構造。 3、前記体積不変層として木板を使用した特許請求の範
囲第1項記載の建築壁部の目地構造。 4、前記体積可変層として海綿状のスポンジ材を使用し
た特許請求の範囲第1項記載の建築壁部の目地構造。 5、前記体積可変層として発泡性の合成樹脂材を使用し
た特許請求の範囲第1項記載の建築壁部の目地構造。[Claims] 1. From a multi-layer structure consisting of nine volume-invariant layers and a volume-variable layer having a deformation relaxation rate greater than the deformation rate of the building boards in a concave groove formed at the joint of building boards arranged side by side. A joint structure for a building wall, characterized by fitting a reinforcing member and fixing it integrally. 2. The joint structure of a building wall according to claim 1, wherein a plastic plate is used as the volume-invariant layer. 3. The joint structure of a building wall according to claim 1, wherein a wooden board is used as the volume-invariant layer. 4. A joint structure for a building wall according to claim 1, wherein a spongy sponge material is used as the volume variable layer. 5. The joint structure of a building wall according to claim 1, wherein a foamable synthetic resin material is used as the variable volume layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12962383A JPS6023549A (en) | 1983-07-15 | 1983-07-15 | Joint structure of building wall part |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12962383A JPS6023549A (en) | 1983-07-15 | 1983-07-15 | Joint structure of building wall part |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6023549A true JPS6023549A (en) | 1985-02-06 |
Family
ID=15014054
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12962383A Pending JPS6023549A (en) | 1983-07-15 | 1983-07-15 | Joint structure of building wall part |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6023549A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007262889A (en) * | 2007-06-12 | 2007-10-11 | Chuetsu Advance Kk | Panel with decorative sheet and joining part structure of panel with decorative sheet |
-
1983
- 1983-07-15 JP JP12962383A patent/JPS6023549A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007262889A (en) * | 2007-06-12 | 2007-10-11 | Chuetsu Advance Kk | Panel with decorative sheet and joining part structure of panel with decorative sheet |
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