JP3874445B2 - Building panel - Google Patents

Building panel Download PDF

Info

Publication number
JP3874445B2
JP3874445B2 JP11270696A JP11270696A JP3874445B2 JP 3874445 B2 JP3874445 B2 JP 3874445B2 JP 11270696 A JP11270696 A JP 11270696A JP 11270696 A JP11270696 A JP 11270696A JP 3874445 B2 JP3874445 B2 JP 3874445B2
Authority
JP
Japan
Prior art keywords
core
panel
building panel
reinforcing members
generally
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
JP11270696A
Other languages
Japanese (ja)
Other versions
JPH094086A (en
Inventor
ジョン・フィック
ヴィクター・アヴラティス
イアン・ジェンメル
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.)
Knauf Gypsum Pty Ltd
Original Assignee
Boral Australian Gypsum 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
Priority claimed from AUPN3762A external-priority patent/AUPN376295A0/en
Priority claimed from AUPN4975A external-priority patent/AUPN497595A0/en
Application filed by Boral Australian Gypsum Ltd filed Critical Boral Australian Gypsum Ltd
Publication of JPH094086A publication Critical patent/JPH094086A/en
Application granted granted Critical
Publication of JP3874445B2 publication Critical patent/JP3874445B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/20Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
    • E04C2/205Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics of foamed plastics, or of plastics and foamed plastics, optionally reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Panels For Use In Building Construction (AREA)
  • Building Environments (AREA)
  • Laminated Bodies (AREA)
  • Finishing Walls (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、組立式ビルデイング・パネルに関するもので、それも特に断熱・遮音効果の良いビルデイング・パネルに関するものであるが、もちろんこれに限定されるものではない。
【0002】
【従来の技術】
オーストラリア特許第568548号にはビルデイング・パネルが記載されており、このビルデイング・パネルは膨張された細胞性プラスチック材料でできたコアとこのコア内に埋め込まれた金属細長片製垂直柱とから構成されている。この金属細長片製垂直柱はU字型横断面をしており、さらにこのパネルは水平方向に延びる細長片をそのパネルの頂部と底部とに有している。このようなビルデイング・パネルは製造コストが高くなる。
【0003】
【発明が解決しようとする課題】
本発明の課題は上記欠点を克服ないし実質改良することにあり、したがって ビルデイング・パネルの製造コストを下げることにある。
【0004】
【課題を解決するための手段】
このため、本発明に係るビルデイング・パネルは、
発泡プラスチック材料でできた概ね直線で囲まれる四辺形状のコアであってかつ該コアが該コアの厚みを挟んで隔てられた互いに概ね平行でかつ同一広がりの表面を持つ2つの広域表面部を有するものである前記コアと、
概ね平行で同一広がりの表面を持つ多数の溝形補強部材と、
を含んでいること、
前記溝形補強部材は、
互いに概ね平行に前記パネルの縁まで延びるように配置されかつ横方向に間隔をおいていること、
いずれも、長さ方向に延びる基部と、該基部から横方向に延びて長さ方向に延びる脚部と、を有すること、
前記基部は又は前記脚部の一方は、
前記2つの広域表面部の一方と概ね面一となるように配置されること、
かつ、この場合、前記パネルは、
前記補強部材を概ね横切って延びる補強細長片を備えていないこと、
から構成されている。
また、好ましくは、前記プラスチック材料が密度16〜24kg/m3 を持つようにすると良い。
【0005】
【発明の実施の形態】
添付図面の図1には、ビルデイング・パネル10が概略的に描かれている。このビルデイング・パネル10はビルデイングの壁と共に使用されるものである。このビルデイング・パネル10は、例えば密度16〜24kg/m3 を持つ膨張されたポリスチレンといったような発泡プラスチック材料で形成されている。このパネル10はこのように発泡プラスチック材料で形成されているため、良好な断熱・遮音特性を有している。
【0006】
このパネル10は、発泡プラスチック材料で形成されているコア11を有し、このコア11の内に垂直方向に延びる補強部材12と13が多数埋め込まれている。
【0007】
これらの補強部材12と13は基部14から1対の脚部15が延びているためにU字型横断面をしている。
【0008】
このコア11は直線で囲まれる次のような四辺形状物をしている。すなわち、この四辺形状物は、概ね平行で同一広がりの2つの広域表面部16および17と、概ね平行に垂直方向に延びるエッジ部18および19と、を有している。このエッジ部18と19は、同じ形状を有する隣接パネルが重なり部分を持つようにアレンジされており、この実施例ではエッジ部18と19が段付けされている。しかしながら他のエッジ形状を採用することも可能であり、「さねはぎ継ぎ」形状のようなものも良い。
【0009】
補強部材12と13の有する基部14は、いずれも、その基部の関与する広域表面部16と17と面一(つらいち:同一表面上に存在すること)となっている。この点に関して、補強部材12と13は2組配置とし、各組を広域表面部16および17のそれぞれ一方に配置すると良い。
【0010】
補強部材12と13は垂直方向にこのパネル10の高さ一杯に延びており、その寸法はパネル10に十分な剛性と加重支持特性とを与え得るような寸法になっている。好ましくは、補強部材12と13は亜鉛等でメッキされたスチール部材であって、その厚さが約0.75mmで、幅(基部14)が約90mmで、深さ(脚部15)約30mmであるのものが良い。
【0011】
このパネル10を形成するには中空鋳型が用いられ、補強部材12と13がその中空鋳型の中に置かれ、正しいポジションに保持される。その後、ポリスチレンビーズをスチームを使用しながら加圧下に置き、そのポリスチレンビーズを膨張させコア11を形成させる。好ましくは、補強部材12と13をクロロプレン基材接着剤でコーテイングして、補強部材12と13とをコア11に確実に接着させる。
【0012】
前記パネル10は既述したように他のパネルと共に壁を形成するのに用いられても良い。好ましくは、この壁にはトッププレート20とボトムプレート21が設けられると良い。このプレート20と21は、パネル10の上端・下端を収納しうる寸法の溝が長さ方向に延びる樋形状とするのが良い。好ましくは、補強部材12と13は、ネジやリベット等の固定手段を用いてプレート20と21に確実に固定されるのが良い。
【0013】
上述した好ましい実施例において、補強部材12と13はコア11を挟んで対向配置されている。しかしながら、補強部材12と13は対向配置ではなくて、コア11を挟んで千鳥配置にするようにしても良い。
【0014】
典型的な例として、前記パネル10の全体の寸法は2400×1200×90mmとしている。
【0015】
図2と図3には、ビルデイング・パネル30が概略的に描かれている。このビルデイング・パネル30は、パネル10の場合と同じく、同じ形状のパネルを組み合わせて使用されるものであり、これによって壁を形成する。特にこれらが形成するのは内壁である。
【0016】
このパネル30は、密度16〜24kg/m3 を持つ膨張されたポリスチレンの発泡体で形成されている。更に好ましくは、それは密度20kg/m3 を持つのが良い。
【0017】
このパネル30は発泡プラスチック材料で形成されたセグメント31を備えており、このセグメント31の間に、垂直方向に延びる補強部材32と33とが配置される。必要であれば、さらに多くの補強部材32と33が使用されてももちろんかまわない。
【0018】
これらの補強部材32と33は基部34から1対の脚部35が延びているためにU字型横断面をしている。
【0019】
このパネル30は直線で囲まれる次のような四辺形状物をしている。すなわち、この四辺形状物は、概ね平行で同一広がりの2つの広域表面部36および37と、概ね平行に垂直方向に延びるエッジ部38および39と、を有している。このエッジ部38と39は、同じ形状を有する隣接パネルが重なり部分を持つようにアレンジされており、この実施例ではエッジ部38と39が段付けされている。しかしながら、他のエッジ形状を採用することも可能であり、「さねはぎ継ぎ」形状のようなものも良い。
【0020】
補強部材32と33の有する脚部35は、いずれも、その脚部35の関与する広域表面部36と37と面一となっている。この点に関して、補強部材32と33の有する脚部35は、概ねパネル30の平面内に突出している。
【0021】
補強部材32と33は垂直方向にこのパネル30の高さ一杯に延びており、その寸法はパネル30に十分な剛性と加重支持特性とを与えれるような寸法になっている。好ましくは、補強部材32と33が亜鉛等でメッキされたスチール部材であって、その厚さが約0.75mmで、幅(基部34)が約90mmで、深さ(脚部35)が約30mmであるものが良い。他の例としては、約75mmの厚さ、即ち基部34が75mm、のパネルとするのが良い。
【0022】
補強部材32と33のいずれにも、多数の孔40がその基部にあり、その結果発泡したポリスチレンの発泡体がその孔を通って広がり、セグメント31と接合することができる。
【0023】
好ましくは、補強部材32と33をクロロプレン基材接着剤のような接着剤でコーテイングすると良い。この接着剤は例えばスプレーで用いられることができる。
【0024】
前記パネル30は既述したように他のパネルと共に壁を形成するのに用いられても良い。好ましくは、この壁にはトッププレート41とボトムプレート42が設けられると良い。この両プレート41・42は、パネル30の上端・下端を収納しうる寸法の溝が長さ方向に延びる樋形状とするのが良い。好ましくは、補強部材32と33は、ネジやリベット等の固定手段を用いてプレート41と42に確実に固定されるのが良い。
【0025】
【発明の効果】
従来のオーストラリア特許第568548号のパネルは補強部材を横切って延びる補強細長片を備える必要があったのに対して、本発明ではこのように補強細長片を備える必要がないため、ビルデイング・パネルの製造コストを低く抑えることが可能となる。
【図面の簡単な説明】
【図1】本発明の第1実施例のビルデイング・パネルの概略斜視図。
【図2】本発明の第2実施例のビルデイング・パネルの概略斜視図。
【図3】図2のビルデイング・パネルに使用されている補強部材の概略斜視図。
【符号の説明】
10 パネル
11 コア
12、13 補強部材
14 基部
15 脚部
16、17 広域表面部
18、19 エッジ部
20 トッププレート
21 ボトムプレート
30 パネル
31 セグメント
32、33 補強部材
34 基部
35 脚部
36、37 広域表面部
38、39 エッジ部
40 孔
41 トッププレート
42 ボトムプレート
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a prefabricated building panel, which particularly relates to a building panel having a good heat insulation and sound insulation effect, but is not limited to this.
[0002]
[Prior art]
Australian Patent No. 568548 describes a building panel comprising a core made of expanded cellular plastic material and a vertical strip made of metal strip embedded in the core. ing. The vertical strip made of metal strip has a U-shaped cross section, and the panel further has strips extending in the horizontal direction at the top and bottom of the panel. Such building panels are expensive to manufacture.
[0003]
[Problems to be solved by the invention]
The object of the present invention is to overcome or substantially improve the above-mentioned drawbacks, and therefore to reduce the manufacturing costs of building panels.
[0004]
[Means for Solving the Problems]
For this reason, the building panel according to the present invention is
A quadrilateral core surrounded by a straight line made of a foamed plastic material, the core having two broad surface portions having generally parallel and coextensive surfaces separated by a thickness of the core Said core being,
A number of channel-shaped reinforcing members having generally parallel and coextensive surfaces;
Including
The groove-shaped reinforcing member is
Arranged to extend substantially parallel to each other to the edge of the panel and spaced laterally;
Each has a base portion extending in the length direction and leg portions extending in the lateral direction from the base portion and extending in the length direction.
The base or one of the legs is
Arranged so as to be substantially flush with one of the two wide surface portions,
And in this case, the panel is
No reinforcing strips extending generally across the reinforcing member;
It is composed of
Preferably, the plastic material has a density of 16 to 24 kg / m 3 .
[0005]
DETAILED DESCRIPTION OF THE INVENTION
In FIG. 1 of the accompanying drawings, a building panel 10 is schematically depicted. The building panel 10 is used with a building wall. The building panel 10 is made of a foamed plastic material such as expanded polystyrene having a density of 16 to 24 kg / m 3 . Since this panel 10 is formed of the foamed plastic material as described above, it has good heat insulation and sound insulation characteristics.
[0006]
The panel 10 has a core 11 made of a foamed plastic material, and a number of reinforcing members 12 and 13 extending in the vertical direction are embedded in the core 11.
[0007]
These reinforcing members 12 and 13 have U-shaped cross sections because a pair of leg portions 15 extend from the base portion 14.
[0008]
The core 11 has the following quadrilateral shape surrounded by a straight line. In other words, this quadrilateral object has two wide-area surface portions 16 and 17 that are substantially parallel and coextensive, and edge portions 18 and 19 that extend in parallel and in the vertical direction. The edge portions 18 and 19 are arranged so that adjacent panels having the same shape have overlapping portions. In this embodiment, the edge portions 18 and 19 are stepped. However, other edge shapes can also be employed, such as a “sapphire splice” shape.
[0009]
The base portions 14 of the reinforcing members 12 and 13 are both flush with the wide-area surface portions 16 and 17 with which the base portions are involved (i.e., exist on the same surface). In this regard, the reinforcing members 12 and 13 may be arranged in two sets, and each set may be arranged on one of the wide-area surface portions 16 and 17.
[0010]
The reinforcing members 12 and 13 extend vertically to the full height of the panel 10 and are dimensioned to give the panel 10 sufficient rigidity and load bearing characteristics. Preferably, the reinforcing members 12 and 13 are steel members plated with zinc or the like, having a thickness of about 0.75 mm, a width (base portion 14) of about 90 mm, and a depth (leg portion 15) of about 30 mm. What is is good.
[0011]
A hollow mold is used to form the panel 10 and the reinforcing members 12 and 13 are placed in the hollow mold and held in the correct position. Thereafter, the polystyrene beads are placed under pressure using steam, and the polystyrene beads are expanded to form the core 11. Preferably, the reinforcing members 12 and 13 are coated with a chloroprene base adhesive so that the reinforcing members 12 and 13 are securely bonded to the core 11.
[0012]
The panel 10 may be used to form a wall together with other panels as described above. Preferably, a top plate 20 and a bottom plate 21 are provided on this wall. The plates 20 and 21 are preferably formed in a bowl shape in which a groove having a size capable of accommodating the upper and lower ends of the panel 10 extends in the length direction. Preferably, the reinforcing members 12 and 13 are securely fixed to the plates 20 and 21 using fixing means such as screws and rivets.
[0013]
In the above-described preferred embodiment, the reinforcing members 12 and 13 are arranged to face each other with the core 11 interposed therebetween. However, the reinforcing members 12 and 13 may be arranged in a staggered manner with the core 11 sandwiched therebetween instead of being opposed to each other.
[0014]
As a typical example, the overall dimension of the panel 10 is 2400 × 1200 × 90 mm.
[0015]
2 and 3, the building panel 30 is schematically depicted. As in the case of the panel 10, the building panel 30 is used by combining panels having the same shape, thereby forming a wall. In particular, they form the inner wall.
[0016]
The panel 30 is formed of expanded polystyrene foam having a density of 16-24 kg / m 3 . More preferably it has a density of 20 kg / m 3 .
[0017]
The panel 30 includes a segment 31 formed of a foamed plastic material, and reinforcing members 32 and 33 extending in the vertical direction are disposed between the segments 31. Of course, more reinforcing members 32 and 33 may be used if necessary.
[0018]
These reinforcing members 32 and 33 have a U-shaped cross section because a pair of leg portions 35 extend from the base portion 34.
[0019]
The panel 30 has the following quadrilateral shape surrounded by a straight line. In other words, the quadrilateral has two wide-area surface portions 36 and 37 that are substantially parallel and coextensive, and edge portions 38 and 39 that extend in a generally parallel and vertical direction. The edge portions 38 and 39 are arranged so that adjacent panels having the same shape have overlapping portions. In this embodiment, the edge portions 38 and 39 are stepped. However, other edge shapes can be employed, such as a “sapphire splice” shape.
[0020]
Each of the leg portions 35 of the reinforcing members 32 and 33 is flush with the wide-area surface portions 36 and 37 with which the leg portions 35 are involved. In this regard, the leg portions 35 of the reinforcing members 32 and 33 protrude substantially in the plane of the panel 30.
[0021]
The reinforcing members 32 and 33 extend in the vertical direction to the full height of the panel 30 and are dimensioned to give the panel 30 sufficient rigidity and load bearing characteristics. Preferably, the reinforcing members 32 and 33 are steel members plated with zinc or the like, having a thickness of about 0.75 mm, a width (base 34) of about 90 mm, and a depth (leg 35) of about What is 30 mm is good. As another example, a panel having a thickness of about 75 mm, that is, a base 34 of 75 mm may be used.
[0022]
Both of the reinforcing members 32 and 33 have a number of holes 40 at their base so that foamed polystyrene foam can extend through the holes and join the segment 31.
[0023]
Preferably, the reinforcing members 32 and 33 are coated with an adhesive such as a chloroprene base adhesive. This adhesive can be used, for example, by spraying.
[0024]
The panel 30 may be used to form a wall together with other panels as described above. Preferably, a top plate 41 and a bottom plate 42 are provided on this wall. The plates 41 and 42 are preferably formed in a bowl shape in which a groove having a size capable of accommodating the upper and lower ends of the panel 30 extends in the length direction. Preferably, the reinforcing members 32 and 33 are securely fixed to the plates 41 and 42 using fixing means such as screws and rivets.
[0025]
【The invention's effect】
While the conventional Australian Patent No. 568548 panel had to be provided with reinforcing strips extending across the reinforcing member, the present invention does not require such reinforcing strips, so Manufacturing costs can be kept low.
[Brief description of the drawings]
FIG. 1 is a schematic perspective view of a building panel according to a first embodiment of the present invention.
FIG. 2 is a schematic perspective view of a building panel according to a second embodiment of the present invention.
3 is a schematic perspective view of a reinforcing member used in the building panel of FIG. 2. FIG.
[Explanation of symbols]
10 Panel 11 Core 12, 13 Reinforcement member 14 Base 15 Legs 16, 17 Wide area surface 18, 19 Edge part 20 Top plate 21 Bottom plate 30 Panel 31 Segment 32, 33 Reinforcement member 34 Base 35 Legs 36, 37 Wide area surface Parts 38, 39 edge part 40 hole 41 top plate 42 bottom plate

Claims (3)

ビルデイング・パネルにおいて、
該ビルデイング・パネルが、密度16〜24kg/m 3 を持つ発泡プラスチック材料でできた概ね直線で囲まれる四辺形状のコアであってかつ該コアが該コアの厚みを挟んで隔てられた互いに概ね平行でかつ同一広がりの表面を持つ2つの広域表面部を有するものである前記コア、および、前記パネルの前記2つの広域表面部間で延びておりかつ概ね平行で同一広がりの表面を持つ多数の溝形補強部材と、を含んでいること、
前記各溝形補強部材は、互いに概ね平行に前記コアのトップとボトムまで延びるように配置されかつ横方向に間隔をおいており、いずれも、長さ方向に延びる基部と、該基部から横方向に延びて長さ方向に前記コアのトップとボトムまで延びる脚部と、を有し、前記基部は、前記コアの2つの前記広域表面部に対して概ね垂直にかつ両広域表面部まで延びておりかつその間に前記コアの発泡プラスチック材料が中を通って広がるための孔を複数備えており、前記各脚部は、前記コアの関係する広域表面部のそれぞれ一方と概ね面一であり、
かつ、前記パネルは、前記補強部材を概ね横切って延びる補強細長片を備えていないこと、を特徴とする前記ビルデイング・パネル。
In the building panel,
The building panel is a generally quadrilateral core surrounded by a straight line made of a foamed plastic material having a density of 16 to 24 kg / m 3 , and the cores are substantially parallel to each other with a thickness of the core interposed therebetween. And a plurality of grooves having two broad surface portions having coextensive surfaces, and a plurality of grooves extending between the two wide surface portions of the panel and generally parallel and coextensive surfaces A shape reinforcing member,
Wherein each of the grooves shaped reinforcing member is spaced arranged and transversely so as to extend in the top and Botomuma generally parallel to the core with each other, both a base portion extending in the longitudinal direction, transverse from the base portion possess a leg portion extending extending in a direction lengthwise to the top and bottom of the core, wherein the base extends to a generally vertically and two broad surface portion with respect to the two said wide surface portion of said core Each having a plurality of holes through which the foamed plastic material of the core extends, wherein each leg is generally flush with each one of the associated wide surface portions of the core;
The building panel is characterized in that the panel does not include a reinforcing strip extending generally across the reinforcing member.
請求項1記載のビルデイング・パネルにおいて、前記各溝形補強部材が電気メッキされたスチール部材で形成されていることを特徴とする前記パネル。 2. The building panel according to claim 1 , wherein each of the groove-shaped reinforcing members is formed of an electroplated steel member. 請求項1又は2記載のビルデイング・パネルにおいて、前記補強部材が対で配置され、各対の一方の補強部材は前記脚部が前記コアの両広域表示部の表面のそれぞれ一方と概ね面一になるよう配置され、その結果前記各対の両脚部が互いに相手方向に向かうよう前記コアを横断的に延びることを特徴とする前記パネル。 3. The building panel according to claim 1 or 2 , wherein the reinforcing members are arranged in pairs, and one of the reinforcing members of each pair has the legs substantially flush with each of the surfaces of the two wide area display portions of the core. The panel according to claim 1, wherein the legs extend across the core so that the legs of each pair are directed toward each other.
JP11270696A 1995-06-23 1996-05-07 Building panel Expired - Fee Related JP3874445B2 (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AU3762 1994-07-01
AUPN3762A AUPN376295A0 (en) 1995-06-23 1995-06-23 A building panel
AUPN4975A AUPN497595A0 (en) 1995-08-23 1995-08-23 A building panel
AU4975 1995-08-23

Publications (2)

Publication Number Publication Date
JPH094086A JPH094086A (en) 1997-01-07
JP3874445B2 true JP3874445B2 (en) 2007-01-31

Family

ID=25644981

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11270696A Expired - Fee Related JP3874445B2 (en) 1995-06-23 1996-05-07 Building panel

Country Status (5)

Country Link
JP (1) JP3874445B2 (en)
KR (1) KR970001777A (en)
CN (1) CN1080358C (en)
AU (1) AU724556B2 (en)
MY (1) MY132326A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101405553B1 (en) 2013-03-06 2014-06-10 노원훈 Plate for construction

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101761153A (en) * 2010-02-12 2010-06-30 华东建筑设计研究院有限公司 Thin steel-plate shear wall capable of bearing vertical load
CN102587677B (en) * 2012-03-31 2014-08-06 天津住宅集团建设工程总承包有限公司 Construction method for mounting sand autoclaved aerated side fascias at openings of doors and windows in steel structures
CN103334535B (en) * 2013-07-09 2015-08-19 普帝龙绿色建筑研发(重庆)有限公司 High load-bearing ready-packaged building block and manufacture method thereof and building construction process
CN105804285A (en) * 2014-12-29 2016-07-27 常熟市筑紫机械有限公司 Section bar used for modular assembled wall
CN106284829A (en) * 2015-05-20 2017-01-04 倪章元 The manufacture method of agricultural greenhouse wallboard, wallboard and agricultural booth
CN105839813B (en) * 2016-05-24 2018-02-02 北京工业大学 A kind of assembled heat insulation energy-saving wall board and the practice with steel channel connector
WO2022194364A1 (en) * 2021-03-17 2022-09-22 Laszlo Mathe Arrangement of a pre-fabricated module for the formation of a thermally insulated wall and/or thermally insulated ceiling
WO2022221383A1 (en) * 2021-04-13 2022-10-20 Hercutech Inc. Systems and methods for a wall assembly having an acoustic panel

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2135708B (en) * 1983-02-28 1986-07-09 Radva Plastics Corp Insulating panel
US4961298A (en) * 1989-08-31 1990-10-09 Jan Nogradi Prefabricated flexible exterior panel system
AUPO013296A0 (en) * 1996-05-29 1996-06-27 Boral Australian Gypsum Limited A building panel

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101405553B1 (en) 2013-03-06 2014-06-10 노원훈 Plate for construction

Also Published As

Publication number Publication date
JPH094086A (en) 1997-01-07
KR970001777A (en) 1997-01-24
AU4573696A (en) 1997-01-09
CN1080358C (en) 2002-03-06
AU724556B2 (en) 2000-09-28
MY132326A (en) 2007-10-31
CN1155610A (en) 1997-07-30

Similar Documents

Publication Publication Date Title
KR100252612B1 (en) Building component
US1867433A (en) Building construction
US7231746B2 (en) Sheet metal stud and composite construction panel and method
US4909007A (en) Steel stud and precast panel
US4140824A (en) Prefabricated wall panel
JP3874445B2 (en) Building panel
US3759006A (en) Metallic framework and floor resulting therefrom
KR102108621B1 (en) Concrete structure construction frame using insulation instead of formwork and method of installing the same
US2941635A (en) Hollow rectangular sectional metal structural member
US2744589A (en) Wall-panel structure
RU2346118C2 (en) Composite construction element, in particular, intended for erection of building wall structures, and method for its realisation
US2245689A (en) Roof structure
JP3833791B2 (en) Concrete foundation formwork
GB2118989A (en) Dry-laid floors
US2871998A (en) Metal building construction
US20040231263A1 (en) Method and system for supporting insulating panels in an insulated concrete wall structure
JP7448084B1 (en) Floor structure and floor structure construction method
JP3813718B2 (en) Precast concrete boards, concrete slabs and structures
JPH06272346A (en) Deck plate and composite slab
CN214302542U (en) Wall panel connected with wall
JP2557785B2 (en) Architectural panel
JP4005527B2 (en) Partition bearing wall
JP3328213B2 (en) Hollow slab structure
JP3769714B2 (en) Construction method of floor slab unit
JPH0338326Y2 (en)

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060118

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20060418

A602 Written permission of extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A602

Effective date: 20060424

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20060425

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060718

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060927

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20061024

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

LAPS Cancellation because of no payment of annual fees