JP3302554B2 - Formwork and exterior plate and exterior structure using the same - Google Patents

Formwork and exterior plate and exterior structure using the same

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Publication number
JP3302554B2
JP3302554B2 JP04440396A JP4440396A JP3302554B2 JP 3302554 B2 JP3302554 B2 JP 3302554B2 JP 04440396 A JP04440396 A JP 04440396A JP 4440396 A JP4440396 A JP 4440396A JP 3302554 B2 JP3302554 B2 JP 3302554B2
Authority
JP
Japan
Prior art keywords
formwork
ferrite
exterior
plate
concrete
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
Application number
JP04440396A
Other languages
Japanese (ja)
Other versions
JPH09235811A (en
Inventor
芳憲 黒田
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.)
Nozawa Corp
Original Assignee
Nozawa Corp
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 Nozawa Corp filed Critical Nozawa Corp
Priority to JP04440396A priority Critical patent/JP3302554B2/en
Publication of JPH09235811A publication Critical patent/JPH09235811A/en
Application granted granted Critical
Publication of JP3302554B2 publication Critical patent/JP3302554B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、本発明は、超高層
ビル等の電波障害対策に用いて好適な型枠兼外装板及び
それを用いた建物の外装構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork / exterior plate suitable for countermeasures against radio interference in a skyscraper and the like and an exterior structure of a building using the same.

【0002】[0002]

【従来の技術】電波(例えばテレビ電波)は、直接受信
点に到達する他、超高層ビル等の反射によっても、受信
点に到達する。この二つの電波において、受信点に到達
する時間差が相当有れば、画面に二重像が現れるゴース
ト等の受信障害が生じる。例えば、ゴースト障害の場
合、一般的に、直接波に対して反射波の強さを1/30
以下にすれば、障害は目立たなくなる。
2. Description of the Related Art In addition to a radio wave (for example, a television wave) directly reaching a receiving point, it also reaches a receiving point by reflection from a skyscraper or the like. If there is a considerable time difference between the two radio waves to reach the receiving point, a reception failure such as a ghost that a double image appears on the screen occurs. For example, in the case of a ghost failure, the intensity of the reflected wave is generally reduced to 1/30 of the direct wave.
If you do the following, the obstacles will not be noticeable.

【0003】このような建造物(特に、超高層ビル等)
による電波の反射を低減させるため、近年では種々の対
策が採られている。例えば、建物の外装構造において、
メッシュ筋の外側に磁性体材料を配設し、その外側に型
枠を設け、コンクリート打設によりこれらを一体に築造
し、メッシュ筋へ透過する前の電波を磁性体で吸収し、
反射波を減衰させることで電波障害を低減させる如きで
ある。
[0003] Such buildings (especially skyscrapers, etc.)
In recent years, various measures have been taken in order to reduce the reflection of radio waves by radio waves. For example, in a building exterior structure,
A magnetic material is arranged outside the mesh streaks, a formwork is provided outside the mesh streaks, these are built together by concrete casting, and the radio waves before transmitting to the mesh streaks are absorbed by the magnetic material,
It is as if the radio interference is reduced by attenuating the reflected wave.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上述し
た従来例の外装構造では、メッシュ筋と型枠との間に、
磁性体材料を所定位置に配設しなければならず、型枠作
業が極めて煩雑となり、多大な労力が必要となる問題が
あった。また、メッシュ筋の外側に磁性体材料を埋設し
た状態でコンクリート打設を行うため、良好な打設が行
いにくく、外装表面部分の強度が低下し、剥離等の問題
が生じる虞れがあった。本発明は上記状況に鑑みてなさ
れたもので、電波障害防止構造を保有するとともに、煩
雑な型枠作業を無くし、しかも、高い外装強度を得るこ
とのできる型枠兼外装板及びそれを用いた外装構造を提
供し、施工性、外装強度の向上を図ることを目的とす
る。
However, in the above-mentioned conventional exterior structure, there is a gap between the mesh streaks and the formwork.
The magnetic material must be disposed at a predetermined position, and the work of the mold is extremely complicated, and there is a problem that a great deal of labor is required. In addition, since concrete is cast in a state where the magnetic material is buried outside the mesh streaks, it is difficult to perform good casting, the strength of the exterior surface portion is reduced, and there is a possibility that problems such as peeling may occur. . The present invention has been made in view of the above circumstances, and has a radio wave interference prevention structure, eliminates complicated formwork work, and uses a formwork / outer plate capable of obtaining high outer strength and the same. An object of the present invention is to provide an exterior structure and improve workability and exterior strength.

【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
の本発明に係る型枠兼外装板の構成は、コンクリート打
設時には型枠として用いるとともにコンクリート硬化後
にはそのまま表面材として用いる型枠兼外装板であっ
て、成形基板のコンクリート打設面側に起立部と該起立
部に垂直な鍔部とからなる断面略T字状の定着部を平行
に複数形成し、該定着部同士の間で形成された凹部に板
状のフェライトを配設するとともに該フェライトの両縁
部を左右の前記鍔部で保持し、該鍔部の前記フェライト
に対向する面を先端に向けてフェライトから離反する傾
斜面で形成することで該鍔部と前記フェライトとの間に
断面略三角形状のコンクリート打設空間を形成したこと
を特徴とするものである。また、本発明に係る型枠兼外
装板を用いた外装構造の構成は、前記定着部の鍔部を打
設コンクリートに埋設することで請求項1記載の型枠兼
外装板を打設コン クリートに定着したことを特徴とする
ものである。
According to the present invention, there is provided a formwork / exterior plate according to the present invention, which is used as a formwork at the time of placing concrete and is used as a surface material as it is after hardening of concrete. An exterior plate, in which a plurality of fixing portions having a substantially T-shaped cross section including an upright portion and a flange portion perpendicular to the upright portion are formed in parallel on the concrete casting surface side of the molded substrate, and between the fixing portions. holding the edges of the ferrite in the left and right of the flange portion with disposing the in recess formed in the plate-like ferrite, the ferrite of the flange portion
With the surface facing the surface facing away from the ferrite
By forming the slope, between the flange and the ferrite
A concrete casting space having a substantially triangular cross section is formed. In addition, the formwork according to the present invention
In the configuration of the exterior structure using the mounting plate, the flange portion of the fixing portion is struck.
The formwork according to claim 1, which is buried in the concrete.
Characterized in that fixing the outer plate to pouring concrete
Things.

【0006】型枠兼外装板では、成形基板のコンクリー
ト打設面側に定着部が形成され、フェライトの収容空間
を形成されるとともに、同時に、定着部が補強リブとな
り、型枠兼外装板の強度も高める。また、定着部をコン
クリートに埋設することで、コンクリートへの確実な定
着が可能となる。更に、鍔部に傾斜面を形成し、フェラ
イトとの間に断面略三角形状の打設空間を形成したの
で、フェライトの保持と、型枠兼外装板の定着とが同時
に可能となる。本発明に係る型枠兼外装板を用いた外装
構造によれば、型枠兼外装板が型枠として使用されると
ともに、コンクリートの打設後、そのまま建物の表面材
として使用され、型枠の建込み作業及び解体作業が無く
なる。また、フェライトを型枠内に配設する煩雑な作業
も無くなる。
In the formwork / exterior plate, a fixing portion is formed on the concrete casting surface side of the molding substrate to form a space for accommodating ferrite, and at the same time, the fixing portion serves as a reinforcing rib, and the formwork / exterior plate is formed. Increase strength. In addition, by burying the fixing portion in concrete, it is possible to reliably fix the concrete. Furthermore, an inclined surface is formed on the flange,
And a casting space with a substantially triangular cross section was formed between
At the same time, holding of ferrite and fixing of formwork and exterior plate
Becomes possible. According to the exterior structure using the formwork / exterior plate according to the present invention, the formwork / exterior plate is used as the formwork, and after the concrete is cast, used as it is as the surface material of the building. Eliminating and dismantling work is eliminated. Also, the complicated work of disposing the ferrite in the mold is eliminated.

【0007】[0007]

【発明の実施の形態】以下、本発明に係る型枠兼外装板
及びそれを用いた外装構造の好適な実施の形態を図面を
参照して詳細に説明する。図1は本発明による型枠兼外
装板の断面図、図2は定着部の拡大図である。型枠兼外
装板1は、縦横の長さを所定長さとした例えば矩形状の
定形板として成形基板1aを形成する。成形基板1aの
両側端面には、型枠兼外装板1同士を平面方向に連結す
るための凸部3或いは不図示の凹部を形成する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of a formwork / exterior plate and an exterior structure using the same according to the present invention will be described below in detail with reference to the drawings. FIG. 1 is a cross-sectional view of a formwork / outer plate according to the present invention, and FIG. 2 is an enlarged view of a fixing unit. The mold frame / exterior plate 1 forms the molded substrate 1a as, for example, a rectangular fixed plate having a predetermined length and width. A convex portion 3 or a concave portion (not shown) for connecting the mold frame / outer plate 1 in a plane direction is formed on both side end surfaces of the molded substrate 1a.

【0008】成形基板1aの一方の面には、例えば長手
方向である縦方向の全長に亘って突起状の定着部5を形
成する。図2に示すように定着部5は、板面に起立する
起立部5aと、この起立部5aの上端両側から板面と平
行に延出した鍔部5bとからなる。即ち、定着部5は、
断面形状が略T字状で形成されている。なお、成形基板
1aの両端における定着部5は、中央部におけるものを
半割りした逆L字状で形成する。
On one surface of the molded substrate 1a, for example, a projecting fixing portion 5 is formed over the entire length in the longitudinal direction which is the longitudinal direction. As shown in FIG. 2, the fixing portion 5 includes a rising portion 5a standing on the plate surface, and a flange portion 5b extending from both upper ends of the rising portion 5a in parallel with the plate surface. That is, the fixing unit 5
The cross-sectional shape is substantially T-shaped. Note that the fixing portions 5 at both ends of the molded substrate 1a are formed in an inverted L-shape in which the fixing portion 5 at the center is divided in half.

【0009】定着部5は、成形基板1aの縦片と平行に
複数設けられる。従って、定着部5同士の間は、開口部
が鍔部5bによって幅狭であり溝底が幅広である凹部7
となる。それぞれの凹部7には、成形基板1aの縦方向
に長い長板状の磁性体材料(フェライト等)9を嵌入し
ている。フェライト9は、長手方向の両縁部を、図2か
ら明らかなように左右の鍔部5bの基部で押さえること
で凹部7内に保持する。なお、フェライト9の長手方向
の脱落は、接着剤、或いはビス等により規制する。
[0009] A plurality of fixing units 5 are provided in parallel with the vertical pieces of the molded substrate 1a. Therefore, between the fixing portions 5, the concave portion 7 whose opening portion is narrow and the groove bottom is wide due to the flange portion 5b.
Becomes A long plate-shaped magnetic material (ferrite or the like) 9 that is long in the longitudinal direction of the molded substrate 1a is fitted into each of the concave portions 7. The ferrite 9 has two edges in the longitudinal direction as shown in FIG.
As is clear from the figure , the support is held in the concave portion 7 by pressing with the bases of the left and right flanges 5b . In addition, the falling off of the ferrite 9 in the longitudinal direction is regulated by an adhesive or a screw.

【0010】定着部5の鍔部5bは、フェライト9に対
向する面を、先端に向けてフェライト9から離反する傾
斜面10で形成する。従って、鍔部5bは、基部でフェ
ライト9を保持するとともに、フェライト9との間に断
面略三角形状の打設空間11を形成している。即ち、定
着部5は、傾斜面10を有する鍔部5bを起立部5aの
上端に設けることで、フェライト9の保持空間(図2に
おける斜線部分)と、打設空間11とを同時に凹部7に
形成している。
The flange 5b of the fixing section 5 has a surface facing the ferrite 9 formed by an inclined surface 10 which is separated from the ferrite 9 toward the tip. Therefore, the flange portion 5b holds the ferrite 9 at the base portion, and forms a casting space 11 having a substantially triangular cross section between itself and the ferrite 9. That is, constant
The attachment portion 5 is formed by forming a flange portion 5b having an inclined surface 10 into an upright portion 5a.
By providing at the upper end, the holding space for ferrite 9 (see FIG. 2)
And the casting space 11 are simultaneously formed in the recess 7.
Has formed.

【0011】成形基板1aは、このような断面形状を有
する口金にセメント混練材を圧送することにより、この
口金から所定長さで押し出す押出成形セメント板として
製作することができる。
The molded substrate 1a can be manufactured as an extruded cement plate extruded by a predetermined length from the die by feeding the cement kneading material to the die having such a cross-sectional shape.

【0012】次に、このように形成した型枠兼外装板1
を用いての例えば柱部分の外装構造を説明する。図3は
型枠兼外装板を用いた柱部分の外装構造の横断面図であ
る。鉛直方向に配設した複数の柱主筋13の外周には、
帯筋(フープ筋)15を配設する。フープ筋15は、主
筋13の長手方向に所定間隔で配設する。また、フープ
筋15は、線材の他、帯板形状のものであってもよい。
Next, the mold and outer plate 1 thus formed
The exterior structure of, for example, a pillar portion using the above will be described. FIG. 3 is a cross-sectional view of an exterior structure of a pillar portion using a mold and an exterior plate. On the outer periphery of the plurality of pillar main reinforcements 13 arranged in the vertical direction,
A ligament (hoop) 15 is provided. The hoop muscles 15 are arranged at predetermined intervals in the longitudinal direction of the main muscles 13. Further, the hoop streaks 15 may have a strip shape other than the wire rod.

【0013】フープ筋15の外側には、所定のコンクリ
ート打設空間を隔てて、上述の型枠兼外装板1を配設す
る。型枠兼外装板1は、それぞれを柱面に応じた形状で
形成し、上述の凸部3及び凹部17を介して嵌合するこ
とにより連結する。即ち、型枠兼外装板1は、内側の鉄
筋13、15を包囲する通常の型枠として組み立てられ
る。このようにして組み立てた型枠兼外装板1は、外側
を不図示のばた材等により支持する。
The above-mentioned formwork / outer panel 1 is disposed outside the hoop 15 with a predetermined concrete casting space therebetween. The formwork / exterior plate 1 is formed in a shape corresponding to the pillar surface, and is connected by fitting through the above-mentioned convex portion 3 and concave portion 17. That is, the formwork / exterior plate 1 is assembled as a normal formwork surrounding the inner reinforcing bars 13 and 15. The outer side of the formwork / exterior plate 1 assembled in this manner is supported by a flap material or the like (not shown).

【0014】組立ての完了した型枠兼外装板1の内側に
は、コンクリート19を打設する。打設したコンクリー
ト19は、型枠兼外装板1の内側の面で、定着部5の打
設空間11に流入し、それぞれの定着部5を埋設する。
即ち、定着部5は、鍔部5bをコンクリート19に埋入
した状態で、高強度でコンクリート19と一体化するこ
ととなる。
A concrete 19 is cast inside the assembled formwork / outer panel 1. The cast concrete 19 flows into the casting space 11 of the fixing unit 5 on the inner surface of the formwork and exterior plate 1, and buries each fixing unit 5.
That is, the fixing portion 5 is integrated with the concrete 19 with high strength in a state where the flange portion 5b is embedded in the concrete 19.

【0015】このような外装構造を有する建物(特に、
超高層ビル等)では、外装部を透過してフープ筋15に
より反射しようとする電波が、フープ筋15の直前でフ
ェライト9により吸収され、建物外表面から反射波とな
って反射することがない。これにより、建物による電波
の多重伝播が低減されることとなる。
A building having such an exterior structure (particularly,
In a skyscraper, etc., a radio wave transmitted through the exterior part and intended to be reflected by the hoop streak 15 is absorbed by the ferrite 9 immediately before the hoop streak 15 and is not reflected as a reflected wave from the building outer surface. . As a result, multiple propagation of radio waves by the building is reduced.

【0016】また、フェライト9は、フープ筋15の手
前で透過しようとする電波を吸収する他、フェライト9
同士の間隙等を通過してフープ筋15によって反射され
た反射波も裏面側で吸収し、反射波の吸収を確実に行
う。
The ferrite 9 absorbs a radio wave that is to be transmitted in front of the hoop muscle 15 and also
The reflected wave that has passed through the gap between the two and is reflected by the hoop muscle 15 is also absorbed on the back surface side, and the reflected wave is reliably absorbed.

【0017】このように、上述の型枠兼外装板1によれ
ば、一方の面に複数の定着部5を平行に配設したので、
フェライト9の収容空間である凹部7を形成することが
できるとともに、定着部5が補強リブとしても作用し、
型枠兼外装板1の強度も高めることができる。そして、
定着部5の鍔部5bには、傾斜面10を形成し、フェラ
イト9との間に打設空間11を形成したので、打設空間
11にコンクリート19を打設することで、定着部5を
確実にコンクリート19に埋設することができ、定着強
度を高めることができる。この結果、表面の剥離を確実
に防止することができる。
As described above, according to the above-described formwork / outer plate 1, a plurality of fixing portions 5 are arranged in parallel on one surface.
The concave portion 7 which is a storage space for the ferrite 9 can be formed, and the fixing portion 5 also functions as a reinforcing rib.
The strength of the mold and exterior plate 1 can also be increased. And
An inclined surface 10 is formed in the flange portion 5b of the fixing portion 5, and a casting space 11 is formed between the flange portion 5b and the ferrite 9. Therefore, the fixing portion 5 is cast by casting concrete 19 in the casting space 11. It can be reliably buried in the concrete 19 and the fixing strength can be increased. As a result, peeling of the surface can be reliably prevented.

【0018】また、この型枠兼外装板1を用いた外装構
造では、型枠兼外装板1を型枠として使用するととも
に、コンクリート19の打設後、取り外すことなくその
まま建物の表面材として使用できるので、型枠の建込み
作業及び解体作業を無くすことができる。その上、フェ
ライト9を型枠兼外装板1と一体に構成したので、フェ
ライト9を従来の型枠内に配設する煩雑な作業も無くす
ことができる。
In addition, in the exterior structure using the formwork / exterior panel 1, the formwork / exterior board 1 is used as a formwork, and is used as it is as a building surface material without being removed after the concrete 19 is cast. As a result, the work of building and dismantling the formwork can be eliminated. In addition, since the ferrite 9 is integrally formed with the mold and the exterior plate 1, a complicated work of disposing the ferrite 9 in the conventional mold can be eliminated.

【0019】なお、上述の実施の形態では、型枠兼外装
板1を柱部分の外装構造に用いたが、型枠兼外装板1は
この他、面方向に複数のものを連結することで壁部にも
勿論用いることができるものである。
In the above-described embodiment, the mold and exterior plate 1 is used for the exterior structure of the pillar portion. However, the form and exterior plate 1 may be connected to a plurality of other members in the surface direction. Of course, it can be used for the wall.

【0020】[0020]

【発明の効果】以上詳細に説明したように、本発明に係
る型枠兼外装板によれば、成形基板のコンクリート打設
面側に定着部を平行に配設したので、フェライトの収容
空間を形成することができるとともに、定着部が補強リ
ブとなり、型枠兼外装板の強度も高めることができる。
そして、定着部とフェライトとの間に打設空間を形成し
たので、定着部を確実にコンクリートに埋設することが
でき、表面の剥離を確実に防止することができる。そし
て、鍔部に傾斜面を形成することでフェライトとの間に
断面略三角形状の打設空間を形成すれば、フェライトの
保持と、型枠兼外装板の定着とを同時に行うことができ
る。本発明に係る型枠兼外装板を用いた外装構造によれ
ば、型枠兼外装板を型枠として使用するとともに、コン
クリートの打設後、そのまま建物の表面材として使用で
きるので、型枠の建込み作業及び解体作業を無くすこと
ができ、更には、フェライトを型枠内に配設する煩雑な
作業も無くすことができる。
As described above in detail, according to the formwork / exterior plate of the present invention, the fixing portion is arranged in parallel on the concrete casting surface side of the molded substrate, so that the space for accommodating ferrite is reduced. In addition to being formed, the fixing portion serves as a reinforcing rib, so that the strength of the formwork / outer plate can be increased.
Since the casting space is formed between the fixing portion and the ferrite, the fixing portion can be buried in concrete without fail, and the separation of the surface can be reliably prevented. If an inclined surface is formed on the flange to form a substantially triangular cross section between the ferrite and the ferrite, the ferrite can be held and the mold and the exterior plate can be fixed at the same time. According to the exterior structure using the formwork / exterior plate according to the present invention, the formwork / exterior plate can be used as a formwork, and after casting concrete, it can be used as it is as a building surface material. The construction work and the dismantling work can be eliminated, and the complicated work of disposing the ferrite in the formwork can be eliminated.

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

【図1】本発明による型枠兼外装板の断面図である。FIG. 1 is a sectional view of a formwork / outer plate according to the present invention.

【図2】定着部の拡大図である。FIG. 2 is an enlarged view of a fixing unit.

【図3】型枠兼外装板を用いた柱部分の外装構造の横断
面図である。
FIG. 3 is a cross-sectional view of an exterior structure of a pillar portion using a mold and an exterior plate.

【符号の説明】[Explanation of symbols]

1 型枠兼外装板 1a 成形基板 5 定着部 5a 起立部 5b 鍔部 7 凹部 9 フェライト 10 傾斜面 11 打設空間 DESCRIPTION OF SYMBOLS 1 Formwork and exterior plate 1a Molded substrate 5 Fixing part 5a Standing part 5b Flange part 7 Concave part 9 Ferrite 10 Inclined surface 11 Casting space

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 2/86 601 E04B 1/16 E04B 1/92 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04B 2/86 601 E04B 1/16 E04B 1/92

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 コンクリート打設時には型枠として用い
るとともにコンクリート硬化後にはそのまま表面材とし
て用いる型枠兼外装板であって、 成形基板のコンクリート打設面側に起立部と該起立部に
垂直な鍔部とからなる断面略T字状の定着部を平行に複
数形成し、 該定着部同士の間で形成された凹部に板状のフェライト
を配設するとともに該フェライトの両縁部を左右の前記
鍔部で保持し、 該鍔部の前記フェライトに対向する面を先端に向けてフ
ェライトから離反する傾斜面で形成することで該鍔部と
前記フェライトとの間に断面略三角形状のコンクリート
打設空間を形成したことを特徴とする型枠兼外装板。
1. A formwork / exterior plate that is used as a formwork during concrete casting and is used as a surface material as it is after hardening of the concrete. A plurality of fixing portions having a substantially T-shaped cross section formed by a flange portion are formed in parallel, a plate-like ferrite is disposed in a concave portion formed between the fixing portions, and both edges of the ferrite are left and right. held by the flange portion, off toward the distal end of the surface opposite to the ferrite of the flange portion
Formed with an inclined surface away from the ferrite
A formwork / exterior plate wherein a concrete casting space having a substantially triangular cross section is formed between the ferrite and the ferrite .
【請求項2】 前記定着部の鍔部を打設コンクリートに
埋設することで請求項1記載の型枠兼外装板を打設コン
クリートに定着したことを特徴とする柱又は壁の外装構
造。
2. The fixing part is formed by placing a flange portion on cast concrete.
The mold and exterior plate according to claim 1 is buried by being buried.
Pillar or wall exterior structure fixed to cleats
Build.
JP04440396A 1996-03-01 1996-03-01 Formwork and exterior plate and exterior structure using the same Expired - Fee Related JP3302554B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04440396A JP3302554B2 (en) 1996-03-01 1996-03-01 Formwork and exterior plate and exterior structure using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04440396A JP3302554B2 (en) 1996-03-01 1996-03-01 Formwork and exterior plate and exterior structure using the same

Publications (2)

Publication Number Publication Date
JPH09235811A JPH09235811A (en) 1997-09-09
JP3302554B2 true JP3302554B2 (en) 2002-07-15

Family

ID=12690551

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04440396A Expired - Fee Related JP3302554B2 (en) 1996-03-01 1996-03-01 Formwork and exterior plate and exterior structure using the same

Country Status (1)

Country Link
JP (1) JP3302554B2 (en)

Also Published As

Publication number Publication date
JPH09235811A (en) 1997-09-09

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