JPH09235811A - Form-cum-facing-plate and facing structure therewith - Google Patents

Form-cum-facing-plate and facing structure therewith

Info

Publication number
JPH09235811A
JPH09235811A JP4440396A JP4440396A JPH09235811A JP H09235811 A JPH09235811 A JP H09235811A JP 4440396 A JP4440396 A JP 4440396A JP 4440396 A JP4440396 A JP 4440396A JP H09235811 A JPH09235811 A JP H09235811A
Authority
JP
Japan
Prior art keywords
ferrite
concrete
formwork
exterior
exterior plate
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
JP4440396A
Other languages
Japanese (ja)
Other versions
JP3302554B2 (en
Inventor
Yoshinori Kuroda
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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Abstract

PROBLEM TO BE SOLVED: To maintain a radio interference suppressing structure and simultaneously to dispense with any troublesome form operation as well as to enable it to secure the extent of higher facing strength. SOLUTION: A form-cum-facing plate 1 is used as a form at the time of concrete placing while after concrete hardening, it is used as a surface material as it is. In this constitution, the form-cum-facing plate 1 is provided with each of rising parts 5a and almost T-shaped sectional fixing part 5 consisting of flange parts 5b vertical to this rising part 5a at the concrete placed side of a forming base 1a. Next, each platelike ferrite 9 is installed in respective recess parts 7 formed among these fixing parts themselves, and simultaneously both edge parts of each ferrite 9 are held by each of the flange parts 5b. Then a concrete placed space 11 is formed in space between the flange part 5b and the ferrite 9.

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、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 use in countermeasures against electromagnetic interference such as in a skyscraper and a building exterior structure 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 A radio wave (for example, a television radio wave) reaches a reception point directly, and also reaches a reception point by reflection from a skyscraper or the like. If there is a considerable time difference between the two radio waves reaching the receiving point, a reception failure such as a ghost in which a double image appears on the screen occurs. For example, in the case of a ghost disturbance, the intensity of the reflected wave is generally 1/30 of the direct wave.
Obstacles will be less noticeable if you:

【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。
Such structures (especially skyscrapers, etc.)
In recent years, various measures have been taken in order to reduce the reflection of radio waves due to. For example, in the exterior structure of a building,
A magnetic material is placed on the outside of the mesh muscles, a mold is provided on the outside of the mesh muscles, these are integrally constructed by concrete casting, and the electromagnetic waves before being transmitted to the mesh muscles are absorbed by the magnetic material,
It is like reducing the interference by attenuating the reflected waves.

【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 exterior structure of the conventional example, between the mesh reinforcement and the formwork,
There has been a problem that the magnetic material has to be arranged at a predetermined position, the work of the formwork becomes extremely complicated, and much labor is required. In addition, since concrete is placed with the magnetic material embedded on the outside of the mesh streaks, it is difficult to place it in good condition, and the strength of the exterior surface part is reduced, which may cause problems such as peeling. . The present invention has been made in view of the above circumstances, and uses a form / combination plate that has a radio interference prevention structure, eliminates complicated form work, and can obtain high exterior strength, and the same. The purpose 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、該鍔部と前記フェライト
との間に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。そして、型枠兼外装板は、前記鍔部の
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前記打設空間を形成す
ることができる。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記載又は請求項2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。
The construction of the formwork / exterior plate according to the present invention for achieving the above object is used as a formwork during concrete pouring and also as a surface material after the concrete is hardened. An exterior plate, in which a plurality of fixing portions each having a substantially T-shaped cross section, each of which has an upright portion and a flange portion perpendicular to the upright portion, are formed in parallel on the concrete pouring surface side of the molded substrate, and between the fixing portions. A plate-shaped ferrite is disposed in the recess formed by, and both edge portions of the ferrite are held by the left and right flange portions, and a concrete placing space is formed between the flange portion and the ferrite. It is a feature. Then, the formwork / exterior plate is formed with an inclined surface that separates from the ferrite with the surface of the flange portion facing the ferrite facing toward the tip, and thus has a substantially triangular cross section between the flange portion and the ferrite. The casting space can be formed. Further, in the structure of the exterior structure using the formwork / exterior plate according to the present invention, the brim portion of the fixing part is embedded in the cast concrete, and the formwork / exterior plate according to claim 1 or 2. It is characterized by being fixed to the cast concrete.

【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。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すれば、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 molded substrate to form a ferrite accommodating space, and at the same time, the fixing portion serves as a reinforcing rib, so that It also increases strength. Further, by embedding the fixing portion in concrete, it is possible to securely fix the fixing portion to the concrete. By forming an inclined surface in the flange and forming a casting space having a substantially triangular cross section with the ferrite, it is possible to hold the ferrite and fix the form and exterior plate at the same time. 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 is used as the surface material of the building as it is after pouring the concrete. Eliminating construction work and dismantling work. Further, 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。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, preferred embodiments of a form and exterior plate and an exterior structure using the same according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a cross-sectional view of a formwork / exterior 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 shaped plate having a predetermined vertical and horizontal lengths. A convex portion 3 or a concave portion (not shown) for connecting the mold / exterior plates 1 to each other in the plane direction is formed on both 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, a protruding fixing portion 5 is formed over the entire length in the longitudinal direction, which is the longitudinal direction, for example. As shown in FIG. 2, the fixing unit 5 includes an upright portion 5a upright on the plate surface, and a flange portion 5b extending from both upper ends of the upright portion 5a in parallel with the plate surface. That is, the fixing unit 5
The cross-sectional shape is formed in a substantially T shape. The fixing portions 5 at both ends of the molded substrate 1a are formed in an inverted L shape, which is a half of the central portion.

【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左右の鍔
部5b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。
A plurality of fixing portions 5 are provided in parallel with the vertical pieces of the molded substrate 1a. Therefore, between the fixing portions 5, the opening 7 is narrow due to the collar portion 5b and the groove bottom is wide.
Becomes A long plate-shaped magnetic material (ferrite or the like) 9 that is long in the vertical direction of the molded substrate 1a is fitted into each recess 7. The ferrite 9 is held in the recess 7 by pressing both edges in the longitudinal direction with the left and right flanges 5b. Note that the falling off of the ferrite 9 in the longitudinal direction is restricted by an adhesive, screws, or the like.

【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。
The flange portion 5b of the fixing portion 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 collar portion 5b holds the ferrite 9 at the base portion, and forms the casting space 11 having a substantially triangular cross-section with the ferrite portion 9b.

【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 extrusion-molded cement plate which is extruded in a predetermined length from the die by pressure-feeding the cement kneading material to the die having such a 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 form and exterior plate 1 thus formed
The exterior structure of, for example, a pillar portion using will be described. FIG. 3 is a cross-sectional view of the exterior structure of the column portion using the form and exterior plate. On the outer periphery of the plurality of column main bars 13 arranged in the vertical direction,
A strap (hoop muscle) 15 is arranged. The hoop muscles 15 are arranged at predetermined intervals in the longitudinal direction of the main muscles 13. Further, the hoop streak 15 may have a strip plate shape in addition to 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。
On the outer side of the hoop streak 15, the above-mentioned formwork / exterior plate 1 is arranged with a predetermined concrete placing space therebetween. The formwork / exterior plate 1 is formed in a shape corresponding to the pillar surface, and is connected by being fitted through the above-described convex portion 3 and concave portion 17. That is, the formwork / exterior plate 1 is assembled as a normal formwork that surrounds the inner reinforcing bars 13 and 15. The outside of the formwork / exterior plate 1 assembled in this manner is supported by a flap material (not shown) or the like.

【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。
Concrete 19 is placed inside the assembled formwork / exterior plate 1. The cast concrete 19 flows into the casting space 11 of the fixing unit 5 on the inner surface of the form / exterior plate 1 and burys the respective fixing units 5.
That is, the fixing portion 5 is integrated with the concrete 19 with high strength in a state where the collar 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 or the like), a radio wave that passes through the exterior and is reflected by the hoop muscle 15 is absorbed by the ferrite 9 immediately before the hoop muscle 15 and is not reflected as a reflected wave from the outer surface of the building. . This will reduce the multiple propagation of radio waves by the building.

【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。
Further, the ferrite 9 absorbs an electric wave which is about to be transmitted before the hoop muscle 15, and the ferrite 9
The back surface side also absorbs the reflected wave reflected by the hoop streak 15 after passing through the gap between them, and the reflected wave is surely 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 / exterior plate 1, since the plurality of fixing portions 5 are arranged in parallel on one surface,
It is possible to form the concave portion 7 that is the accommodation space for the ferrite 9, and the fixing portion 5 also functions as a reinforcing rib.
The strength of the formwork / exterior plate 1 can also be increased. And
An inclined surface 10 is formed on the collar portion 5b of the fixing portion 5, and a casting space 11 is formed between the flange 9 and the ferrite 9. Therefore, by placing concrete 19 in the casting space 11, the fixing portion 5 is fixed. It can be surely buried in the concrete 19 and the fixing strength can be enhanced. 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。
Further, in the exterior structure using the formwork / exterior plate 1, the formwork / exterior plate 1 is used as a formwork, and after the concrete 19 is cast, it is used as it is as a building surface material without being removed. As a result, it is possible to eliminate the work of building and dismantling the formwork. Moreover, since the ferrite 9 is formed integrally with the frame / exterior plate 1, the complicated work of disposing the ferrite 9 in the conventional frame 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。
Although the formwork / exterior plate 1 is used for the exterior structure of the pillar portion in the above-mentioned embodiment, the formwork / exterior plate 1 can be formed by connecting a plurality of other things in the plane direction. Of course, it can also be used for the wall portion.

【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 in detail above, according to the formwork / exterior plate of the present invention, since the fixing portion is arranged in parallel on the concrete placing surface side of the molded substrate, the ferrite accommodating space is reduced. In addition to being able to be formed, the fixing portion serves as a reinforcing rib, and the strength of the form and exterior plate can also be increased.
Since the placing space is formed between the fixing portion and the ferrite, the fixing portion can be surely buried in the concrete, and the surface can be surely prevented from peeling off. By forming an inclined surface on the flange to form a casting space having a substantially triangular cross section with the ferrite, it is possible to hold the ferrite and fix the form / cumulative plate 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 can be used as the surface material of the building as it is after placing concrete. It is possible to eliminate the assembling work and the disassembling work, and it is also possible to eliminate the complicated work of disposing the ferrite in the mold.

【図面の簡単な説明】[Brief description of 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 cross-sectional view of a form and exterior 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 transverse cross-sectional view of an exterior structure of a column portion using a form and 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 1 Form Frame / Exterior Plate 1a Molded Substrate 5 Fixing Part 5a Standing Part 5b Collar Part 7 Recess 9 Ferrite 10 Inclined Surface 11 Casting Space

Claims (3)

【特許請求の範囲】[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、 該鍔部と前記フェライトとの間に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 which is used as a formwork during concrete pouring and is used as a surface material as it is after the concrete is hardened. The standing part is perpendicular to the standing part on the concrete pouring surface side of the molded substrate. A plurality of fixing portions each having a substantially T-shaped cross section, which is composed of a collar portion, are formed in parallel, and plate-shaped ferrite is arranged in the concave portion formed between the fixing portions, and both edge portions of the ferrite are formed on the left and right sides. A formwork / exterior plate, characterized in that it is held by the flange portion, and a concrete placing space is formed between the flange portion and the ferrite.
【請求項2】 前記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
状の前記打設空間を形成したことを特徴とする請求項1
記載の型枠兼外装板。
2. The casting space having a substantially triangular cross section between the collar portion and the ferrite by forming a surface of the collar portion facing the ferrite with an inclined surface facing away from the ferrite toward the tip. 2. The method according to claim 1, wherein
Form and exterior plate described.
【請求項3】 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記載又は請求項2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。
3. A pillar or wall characterized in that the formwork / exterior plate according to claim 1 or 2 is fixed to the cast concrete by burying the collar portion of the fixing portion in the cast concrete. Exterior structure.
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 true JPH09235811A (en) 1997-09-09
JP3302554B2 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
JP3302554B2 (en) 2002-07-15

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