JPH0416666A - Outer wall of building and construction method thereof - Google Patents
Outer wall of building and construction method thereofInfo
- Publication number
- JPH0416666A JPH0416666A JP11771490A JP11771490A JPH0416666A JP H0416666 A JPH0416666 A JP H0416666A JP 11771490 A JP11771490 A JP 11771490A JP 11771490 A JP11771490 A JP 11771490A JP H0416666 A JPH0416666 A JP H0416666A
- Authority
- JP
- Japan
- Prior art keywords
- vertical
- wall
- frame
- ceramic plate
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title abstract description 3
- 239000000919 ceramic Substances 0.000 claims abstract description 40
- 230000002787 reinforcement Effects 0.000 claims abstract description 25
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 19
- 239000011810 insulating material Substances 0.000 claims abstract description 11
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 5
- 239000000057 synthetic resin Substances 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 5
- 230000001070 adhesive effect Effects 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 235000002595 Solanum tuberosum Nutrition 0.000 claims description 3
- 244000061456 Solanum tuberosum Species 0.000 claims description 3
- 229910052573 porcelain Inorganic materials 0.000 claims description 2
- 239000011148 porous material Substances 0.000 claims description 2
- 239000012774 insulation material Substances 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
- 239000006260 foam Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Abstract
Description
本発明は建造物の外壁とその構築法に関するものである
。The present invention relates to an outer wall of a building and a method of constructing the same.
従来、建造物の外壁特にタイル壁は、書体外面にモルタ
ルを塗り、それにタイルを貼り付けるとともに所要の目
地仕上げをしているもので、その施工は熟練者によらな
ければならないところ、最近特に熟練者が不足している
のが現況である。
本発明は、かかる要請に応し鋭意研究の結果完成したも
ので、鉄筋ネットにセラミック陶板を装架して外壁枠を
形成し、その内方に生コンクリートまたはモルタルを単
独であるいは所要の断熱材を入れて打設することにより
簡単に所期の目的を達成しようとするものである。Traditionally, the exterior walls of buildings, especially tile walls, were made by applying mortar to the exterior surface of the typeface, pasting tiles on it, and finishing the required joints. The current situation is that there is a shortage of people. The present invention was completed as a result of intensive research in response to such requests, and consists of mounting ceramic plates on a reinforcing bar net to form an outer wall frame, and inside the frame, ready-mixed concrete or mortar is applied alone or with the necessary heat insulating material. The purpose is to easily achieve the desired purpose by pouring and pouring.
本発明建造物の外壁は、外壁枠が躯体外面と所要の間隔
をおいて対設した鉄筋不７）にセラミ・７り陶板を装架
してなり、その外壁枠と１体外面との上記間隔内にコン
クリートあるいはモルタルが打設充填されているもので
ある。
上記において、打設充填されたコンクリートあるいはモ
ルタルと躯体外面との間に発泡合成樹脂等の断熱材を介
在させること、セラミック陶板がそれに一体成型の縦筋
嵌合部を鉄筋ネットの縦筋に嵌合させること、あるいは
セラミック陶板が縦筋に巻回した針金状押えの両端を該
セラミック陶板に設けた縦細孔に挿着させることがある
が、いずれも本発明の範晴に属する。
本発明建造物の外壁の構築法は、縦筋と横筋とで多数の
区画を形成してなる鉄筋ネットを躯体外面と所要の間隔
をおいて対設支持し、その鉄筋ネットに、内側耐力部に
縦筋嵌合部を有する多数のセラミック陶板を、縦筋嵌合
部を上記縦筋に嵌合させつつ破れ目地あるいはいも目地
等適宜の積み方により装架して、外壁枠を形成し、その
外壁枠と躯体外面との間隔内に生コンクリートあるいは
モルタルを打設充填するものである。
上記において、躯体外面に発泡合成樹脂等の断熱材を張
架するとともにその断熱材と鉄筋ネットとの間隔内に生
コンクリートあるいはモルタルを打設充填すること、下
段のセラミック陶板の上端面と上段のセラミック陶板の
下端面との間に無機質接着剤を塗布することがあるが、
いずれも本発明の範晴に属する。The outer wall of the building of the present invention is made by mounting ceramic plates on reinforcing bars 7) whose outer wall frame is opposed to the outer surface of the building frame at a required distance, and where the outer wall frame and the outer surface of the building frame are connected as described above. The spaces are filled with concrete or mortar. In the above, a heat insulating material such as a foamed synthetic resin is interposed between the poured concrete or mortar and the outer surface of the structure, and the vertical reinforcement fitting part of the ceramic plate is integrally molded with the vertical reinforcement of the reinforcing bar net. Alternatively, both ends of a wire-like presser foot, in which the ceramic plate is wound vertically, may be inserted into vertical holes provided in the ceramic plate, but both fall within the scope of the present invention. The method for constructing the outer wall of a building according to the present invention is to support a reinforcing bar net formed by vertical and horizontal bars forming a large number of sections, and to support the reinforcing bar net at a required distance from the outer surface of the building frame. A large number of ceramic porcelain plates having longitudinal reinforcement fitting portions are mounted on the wall by an appropriate stacking method such as tear joints or potato joints, with the vertical reinforcement fitting portions fitting into the vertical reinforcements, to form an external wall frame, Ready-mixed concrete or mortar is cast and filled within the space between the outer wall frame and the outer surface of the structure. In the above, an insulating material such as foamed synthetic resin is stretched over the outer surface of the building frame, and ready-mixed concrete or mortar is cast and filled within the space between the insulating material and the reinforcing steel net, and the upper end surface of the lower ceramic plate and the upper Sometimes an inorganic adhesive is applied between the bottom edge of the ceramic plate.
All fall within the scope of the present invention.
本発明によれば、従来のようにモルタル塗り、目地仕上
げ等の各工程を採ることなしに効率よくかつ外壁材であ
るセラミック胸板自体を型枠資材として使用しながら所
期の外壁を簡単に構築できるものである。
て実施例】
以下図示の実施例について詳述する。
ａは例えば高さ１５０＋ａｍ、幅３００■の横長方形の
セラミック陶板で、それは、内側耐力部１と外側化粧部
２とからなり、かつ内側耐力部１はその外面に約１５０
−の間隔をおいて縦筋嵌合部３３を一体成型してなる。
また、上記内側耐力部１と外側化粧部２とは該セラミッ
ク陶板ａの一つの対角線に沿って前者を上向きに後者を
下向きに偏倚させた状態において成型されており、これ
によって、第１に、外側化粧部２は、上端面２．を下向
きの傾斜面として内側耐力部１の上端面１□より下方に
位置させるとともに、下端面２□を内側耐力部ｌの下端
面１２より下方に突出させ、第２に、外側化粧部２の左
端面２．を内側耐力部１の左端面１３の左外方に突出さ
せるとともに、内側耐力部１の右端面１４を外側化粧部
２の右端面２．より右外方に突出させている。
上記において、セラミック陶板ａ、ａを上下に積み重ね
たとき、すなわち下段のセラミック陶板ａの内側耐力部
ｌの上端面１．に上段のセラミック陶板ａの内側耐力部
ｌの下端面１２を後記接着剤を介して重合させたとき、
上段のものの外側化粧部２の下端面２□が下段のものの
外側化粧部２の傾斜する上記上端面２１との間に所要の
間隔を形成し横空目地Ｓ１を保持する関係に設定してな
る（第６図参照）。
また、左右に隣り合うセラミック陶板ａ、ａについてみ
ると、左側のセラミック陶板ａの内側耐力部１の右端面
１４が右側のセラミック陶板ａの内側耐力部１の左端面
１．との間に後記打設モルタル等が充填される所要の間
隙Ｓｔをおいて隣合ったとき、その左右のものの外側化
粧部？の右端面２４と左端面２．Ｉとの間に所要の間隔
を形成し縦空目地Ｓ、を保持する関係に設定してなる（
第４図及び第５図参照）。
ｂは鉄筋ネットで、それは、複数本の縦筋４と横筋ちと
を、所要の大きさ例えば高さ３００層幅１５０＋ｍの多
数の区画を形成するようにして溶接等により組み立てた
ものである。
建造物の外壁は構築は次のようにして実施するものであ
る。
当該建造物の鞘体６に植設した所要複数本のアンカー７
を縦筋４及び横筋５の双方あるいは片方に溶接接続する
ことによって、上記鉄筋７ノトｂを躯体６の外面から所
要の間隔離れた所にしっかりと設立支持する。
そして、上記構成のセラミック陶Ｆｉ、ａを鉄筋ネット
ｂの外側面に、縦筋嵌合部３．３を縦筋４４に嵌合させ
ながら、例えば第４図の破れ目地あるいはいも目地等所
望の積み方を採用して装架する。
この場合、下段のセラミック陶板ａの内側耐力部ｌの上
端面１１に無機質接着側８を塗布し、それに上段のセラ
ミック陶板ａの内側耐力部１の下端面１！を合致させて
該上段のセラミック陶板ａを積み重ねる。
また、横筋５及びアンカー７が位置することになる段の
セラミック陶板ａの縦筋嵌合部３については、その横筋
５及びアンカー７を通過させるのに必要な程度に切欠１
０しておくものである。
上記によって、多数のセラミック陶板ａを鉄筋不ノ）ｂ
番ｍ装架してなる外壁枠Ｃが設立形成される。
１１は、上記外壁枠Ｃの設立前に躯体６の外面に張設し
た発泡合成樹脂等の断熱材で、この断熱材１１と外壁枠
Ｃとの間に生コンクリートあるいはモルタルｄを打設充
填し、それの一部を、左右に隣合うセラミック陶板ａ、
ａの内側耐力部１の右端面１４と左端面ｌ、との間に形
成されている上記間隙Ｓオにまで充満させる。
この場合、上記断熱材１１の使用を省略し生コンクリー
トあるいはモルタルｄだけを打設充填してもよい。
これによって、所期の外壁を構築できるものである。
なお、セラミック陶板ａの縦筋嵌合部３が、その仕上が
り誤差あるいは損傷切欠等により、鉄筋不ツ）ｂの縦筋
４に対する嵌合が不十分なとき等には、それをしっかり
させるために、縦筋４に巻回した針金状押え１２０両端
を、内側耐力部１に貫設しである縦細孔１３に挿着する
ようにした例を第７図に示した。According to the present invention, the desired exterior wall can be easily constructed efficiently and without using the conventional processes such as applying mortar and finishing joints, while using the ceramic chest plate itself, which is the exterior wall material, as a formwork material. It is possible. Embodiments] The illustrated embodiments will be described in detail below. For example, a is a horizontally rectangular ceramic ceramic plate with a height of 150 mm and a width of 300 mm, which consists of an inner load-bearing part 1 and an outer decorative part 2, and the inner load-bearing part 1 has a width of about 150 mm on its outer surface.
The longitudinal bar fitting portions 33 are integrally molded at intervals of -. Moreover, the inner load-bearing part 1 and the outer decorative part 2 are molded in a state in which the former is biased upward and the latter is biased downward along one diagonal line of the ceramic plate a, whereby, firstly, The outer decorative portion 2 has an upper end surface 2. is positioned as a downwardly inclined surface below the upper end surface 1 □ of the inner load-bearing part 1, and the lower end surface 2 □ is made to protrude downward from the lower end surface 12 of the inner load-bearing part 1. Left end surface 2. is made to protrude outward to the left of the left end surface 13 of the inner force-bearing part 1 , and the right end surface 14 of the inner force-bearing part 1 is made to protrude outward to the left of the left end surface 13 of the inner force-bearing part 1 . It is projected more outward to the right. In the above, when the ceramic plates a and a are stacked vertically, that is, the upper end surface 1 of the inner load-bearing part l of the lower ceramic plate a. When the lower end surface 12 of the inner load-bearing portion l of the upper ceramic plate a is polymerized using the adhesive described below,
The lower end surface 2□ of the outer decorative portion 2 of the upper layer is set in a relationship to form a required interval with the inclined upper end surface 21 of the outer decorative portion 2 of the lower layer to maintain the horizontal open joint S1. (See Figure 6). Also, regarding the left and right adjacent ceramic plates a and a, the right end surface 14 of the inner load-bearing portion 1 of the left ceramic plate a is the left end surface 1 of the inner load-bearing portion 1 of the right ceramic plate a. When the two are placed next to each other with a required gap St filled with pouring mortar, etc., described later, the outer decorative parts of the left and right ones? The right end surface 24 and the left end surface 2. It is set in a relationship that forms the required interval with I and maintains the vertical air joint S.
(See Figures 4 and 5). Reference numeral b denotes a reinforcing bar net, which is constructed by assembling a plurality of longitudinal bars 4 and horizontal bars by welding or the like to form a large number of sections of a required size, for example, 300 m in height and 150 m in layer width. The construction of the outer wall of the building is carried out as follows. A plurality of required anchors 7 planted in the sheath body 6 of the building concerned
By welding and connecting to both or one of the vertical reinforcements 4 and the horizontal reinforcements 5, the reinforcing bars 7notb are firmly established and supported at a location separated from the outer surface of the frame 6 by a required distance. Then, while fitting the above-mentioned ceramic fi, a to the outer surface of the reinforcing bar net b and the vertical bar fitting portion 3.3 to the vertical bar 44, a desired shape such as a tear joint or a potato joint as shown in Fig. 4 is formed. Mount it using a stacking method. In this case, the inorganic adhesive side 8 is applied to the upper end surface 11 of the inner load-bearing portion 1 of the lower ceramic plate a, and the lower end surface 1 of the inner load-bearing portion 1 of the upper ceramic plate a is applied thereto. Stack the upper ceramic plates a by matching them. In addition, regarding the vertical bar fitting portion 3 of the ceramic plate a in the step where the horizontal bar 5 and the anchor 7 are to be located, the notch 1 is made to the extent necessary to allow the horizontal bar 5 and the anchor 7 to pass through.
It should be set to 0. As a result of the above, a large number of ceramic plates a) are reinforced with reinforcing steel b)
An outer wall frame C, which is equipped with a number m frame, is established and formed. Reference numeral 11 denotes a heat insulating material such as foamed synthetic resin that is stretched on the outer surface of the frame 6 before the above-mentioned outer wall frame C is established, and ready-mixed concrete or mortar d is cast and filled between this heat insulating material 11 and the outer wall frame C. , a part of it is placed on the left and right adjacent ceramic plates a,
The gap SO formed between the right end surface 14 and the left end surface l of the inner load-bearing portion 1 of a is filled up. In this case, the use of the heat insulating material 11 may be omitted and only the ready-mixed concrete or mortar d may be poured and filled. This allows the desired outer wall to be constructed. In addition, when the vertical reinforcement fitting part 3 of the ceramic plate a is insufficiently fitted to the vertical reinforcement 4 of the reinforcing bar b due to finishing errors or damaged notches, etc., in order to make it firm. FIG. 7 shows an example in which both ends of a wire-like presser foot 120 wound around a vertical strip 4 are inserted into a vertical hole 13 extending through the inner load-bearing portion 1.
【発明の効果】
以上述べたところから明らかなように、本発明によれば
、従来のように当該建造物の１体の外面にモルタルを塗
り、その後にタイル貼りをし、かつ目地仕上げするよう
な面倒な工程を必要とすることなく非常に効率よくかつ
特別の熟練を要することもなく簡単に、しかも、型枠資
材を外壁材の一部として使用することとなるので極めて
経済的に所期の外壁を構築できるものである。[Effects of the Invention] As is clear from the above description, according to the present invention, it is possible to apply mortar to the outer surface of one of the buildings, then tile it, and finish the joints as in the conventional method. It is very efficient and does not require any complicated processes, and it is easy to use without requiring any special skill.Moreover, since the formwork material is used as part of the exterior wall material, it is extremely economical. It is possible to construct the outer wall of
図面は本発明の詳細な説明するためのものであって、第
１図乃至第３図はセラミ、り陶板の正面図、平面図及び
側面図、第４図及び第５図は鉄筋ネットにセラミック陶
板を装架している状態の正面図及び平面図、第６図は外
壁枠内に生コンクリートを打設充填した状態の縦断面図
、第７図は縦筋に対するセラミック陶板の嵌合状態を示
す斜視図である。
ａ・・・・・・セラミック陶板、ｂ・・・・・・鉄筋ネ
ット、Ｃ・・・・・・外壁枠、ｄ・・・・・・生コンク
リートあるいはモルタル、Ｓｌ・・・・・・横空目地、
Ｓ２・・・・・・間隙、Ｓ、・・・・・・縦空目地、１
・・・・・・内側耐力部、２・・・・・・外側化粧部、
３・・・・・・縦筋嵌合部、４・・・・・・縦筋、５・
・・・・・縦筋、７−・・・・・アンカー、
８・・・・・・無機質接着剤、
■
１・・・・・・
断熱材、
１２・・・・・・針金状押え、
１３・・・・・・縦細孔。
第
図The drawings are for explaining the present invention in detail, and FIGS. 1 to 3 are a front view, a plan view, and a side view of a ceramic plate, and FIGS. 4 and 5 are a ceramic plate on a reinforcing bar net. A front view and a plan view of the ceramic plates installed, Figure 6 is a vertical cross-sectional view of ready-mixed concrete poured into the outer wall frame, and Figure 7 shows how the ceramic plates fit into the vertical reinforcements. FIG. a...Ceramic plate, b...Reinforcement net, C...Outer wall frame, d...Ready-mixed concrete or mortar, Sl...Horizontal empty joint,
S2... Gap, S,... Vertical joint, 1
...Inner force-bearing part, 2...Outer decorative part,
3... Vertical bar fitting portion, 4... Vertical bar, 5...
... Vertical stripes, 7 - Anchor, 8 - Inorganic adhesive, ■ 1 - Insulating material, 12 - Wire presser, 13... Vertical pore. Diagram
Claims (1)
筋ネットにセラミック陶板を装架してなり、その外壁枠
と躯体外面との上記間隔内にコンクリートあるいはモル
タルが打設充填されていることを特徴とする建造物の外
壁。 ２、打設充填されたコンクリートあるいはモルタルと躯
体外面との間に発泡合成樹脂等の断熱材を介在させてい
ることを特徴とする請求項１記載の建造物の外壁。 ３、セラミック陶板がそれに一体成型の縦筋嵌合部を鉄
筋ネットの縦筋に嵌合していることを特徴とする請求項
１または２記載の建造物の外壁。 ４、セラミック陶板が縦筋に巻回した針金状押えの両端
を、該セラミック陶板に設けた縦細孔に挿着しているこ
とを特徴とする請求項１または２記載の建造物の外壁。 ５、縦筋と横筋とで所要の大きさの区画を多数形成して
なる鉄筋ネットを躯体外面と所要の間隔をおいて対設支
持し、その鉄筋ネットに、内側耐力部に縦筋嵌合部を有
する多数のセラミック陶板を、縦筋嵌合部を上記縦筋に
嵌合させつつ破れ目地あるいはいも目地等適宜の積み方
により装架して、外壁枠を形成し、その外壁枠と躯体外
面との間隔内に生コンクリートあるいはモルタルを打設
充填することを特徴とする建造物の外壁の構築法。 ６、躯体外面に発泡合成樹指導の断熱材を張架した後、
その断熱材と鉄筋ネットとの間隔内に生コンクリートあ
るいはモルタルを打設充填することを特徴とする請求項
５記載の建築物の外壁の構築法。 ７、下段のセラミック陶板の上端面と上段のセラミック
陶板の下端面との間に無機質接着剤を塗布することを特
徴とする請求項５または６記載の建築物の外壁の構築法
。[Scope of Claims] 1. The outer wall frame is made of a ceramic ceramic plate mounted on a reinforcing bar net that is placed opposite the outer surface of the frame at a required distance, and concrete or mortar is placed within the above-mentioned distance between the outer wall frame and the outer surface of the frame. An exterior wall of a building characterized by being filled with concrete. 2. The outer wall of a building according to claim 1, characterized in that a heat insulating material such as a foamed synthetic resin is interposed between the cast and filled concrete or mortar and the outer surface of the building frame. 3. The outer wall of a building according to claim 1 or 2, wherein the ceramic plate has an integrally molded vertical reinforcement fitting portion fitted into the vertical reinforcement of the reinforcing bar net. 4. The outer wall of a building according to claim 1 or 2, characterized in that both ends of a wire-like presser in which the ceramic plate is wound in a vertical stripe are inserted into vertical pores provided in the ceramic plate. 5. A reinforcing bar net formed by vertical bars and horizontal bars forming a number of sections of the required size is supported in opposition to the outer surface of the structure at a required interval, and the vertical bars are fitted to the inner load-bearing part of the reinforcing bar net. An exterior wall frame is formed by stacking a large number of ceramic porcelain plates having vertical reinforcements in an appropriate stacking manner such as tear joints or potato joints, with the vertical reinforcement fitting portions fitting into the vertical reinforcements, and the exterior wall frame and the frame are assembled together. A method of constructing the exterior wall of a building, characterized by pouring and filling ready-mixed concrete or mortar within the space between it and the exterior surface. 6. After placing insulation material made of foamed synthetic wood on the outside of the structure,
6. The method of constructing an outer wall of a building according to claim 5, characterized in that ready-mixed concrete or mortar is cast and filled in the space between the heat insulating material and the reinforcing steel net. 7. The method of constructing an outer wall of a building according to claim 5 or 6, characterized in that an inorganic adhesive is applied between the upper end surface of the lower ceramic plate and the lower end surface of the upper ceramic plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2117714A JPH0814186B2 (en) | 1990-05-09 | 1990-05-09 | Outer wall of building and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2117714A JPH0814186B2 (en) | 1990-05-09 | 1990-05-09 | Outer wall of building and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0416666A true JPH0416666A (en) | 1992-01-21 |
| JPH0814186B2 JPH0814186B2 (en) | 1996-02-14 |
Family
ID=14718485
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2117714A Expired - Lifetime JPH0814186B2 (en) | 1990-05-09 | 1990-05-09 | Outer wall of building and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0814186B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06101325A (en) * | 1992-09-17 | 1994-04-12 | Hokkaido Nouzai Kogyo Kk | External wall of building and its construction method |
| JPH08199765A (en) * | 1995-01-26 | 1996-08-06 | Hokkaido Nouzai Kogyo Kk | External wall frame of building |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674962B (en) * | 2015-01-27 | 2016-08-24 | 安徽同济建设集团有限责任公司 | The construction method of expanded perlite thermal-nsulation plate exterior wall external heat preservation system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4933437A (en) * | 1972-07-31 | 1974-03-27 | ||
| JPS61198429U (en) * | 1985-05-31 | 1986-12-11 |
-
1990
- 1990-05-09 JP JP2117714A patent/JPH0814186B2/en not_active Expired - Lifetime
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4933437A (en) * | 1972-07-31 | 1974-03-27 | ||
| JPS61198429U (en) * | 1985-05-31 | 1986-12-11 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06101325A (en) * | 1992-09-17 | 1994-04-12 | Hokkaido Nouzai Kogyo Kk | External wall of building and its construction method |
| JP2764774B2 (en) * | 1992-09-17 | 1998-06-11 | 北海道農材工業 株式会社 | Exterior walls of buildings and their construction methods |
| JPH08199765A (en) * | 1995-01-26 | 1996-08-06 | Hokkaido Nouzai Kogyo Kk | External wall frame of building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0814186B2 (en) | 1996-02-14 |
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