JP4856188B2 - Wall structure - Google Patents
Wall structure Download PDFInfo
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- JP4856188B2 JP4856188B2 JP2008540640A JP2008540640A JP4856188B2 JP 4856188 B2 JP4856188 B2 JP 4856188B2 JP 2008540640 A JP2008540640 A JP 2008540640A JP 2008540640 A JP2008540640 A JP 2008540640A JP 4856188 B2 JP4856188 B2 JP 4856188B2
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- wall structure
- protrusion
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- face plate
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- 239000003351 stiffener Substances 0.000 claims description 7
- 239000011819 refractory material Substances 0.000 claims description 2
- 238000007373 indentation Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000012790 adhesive layer Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000004079 fireproofing Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 239000007779 soft material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building 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
- E04C2/32—Building 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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building 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
- E04C2/32—Building 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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
- E04C2/322—Building 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 formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building 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
- E04C2/38—Building 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building 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
- E04C2/38—Building 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
- E04C2/384—Building 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)
- Building Environments (AREA)
- Finishing Walls (AREA)
- Installation Of Indoor Wiring (AREA)
- Panels For Use In Building Construction (AREA)
Description
本発明は、耐火材から作られる壁構造体(請求項1の前提部分による)に関するものであり、この壁構造体はそのより長い辺によって互いに接合されるように構成され、表面板要素、並びにそれに取り付けられるべき支持要素及び絶縁要素を含む少なくとも2つの主として長方形のパネル状壁要素を備える。 The present invention relates to a wall structure made from a refractory material (according to the premise of claim 1), the wall structure being configured to be joined together by its longer sides, It comprises at least two mainly rectangular panel-like wall elements including a support element and an insulating element to be attached thereto.
従前に知られている1つの壁構造体は、公報EP 878390 B1に開示されている。この構造体では、スチフナ(補強材)が壁要素の1つの垂直縁部に配置され、両方の垂直縁部には表面板要素から形成される屈曲部が設けられ、それによって隣接する壁要素の屈曲部は隣接する壁要素のスチフナによって支持される。支持プレート及び壁要素に取り付けられる絶縁プレートがスチフナと1つの屈曲部との間に配置され、それによって絶縁プレート(この絶縁プレートは防火性の見地から重要である)は壁構造体の一部だけを覆う。構造体は火災の場合に互いにそれ自体を保持するための別個の接合片を必要とする。壁要素は裏面においてねじによって互いに接合される必要があるので、この構造体はすべての用途には使用することはできない。 One previously known wall structure is disclosed in publication EP 878390 B1. In this structure, stiffeners are placed on one vertical edge of the wall element, and both vertical edges are provided with a bend formed from the faceplate element, so that adjacent wall elements The bend is supported by the stiffeners of adjacent wall elements. An insulating plate attached to the support plate and the wall element is placed between the stiffener and one bend, so that the insulating plate (this insulating plate is important from a fire-proof standpoint) is only part of the wall structure Cover. The structure requires separate pieces to hold each other in the event of a fire. This structure cannot be used for all applications because the wall elements need to be joined together by screws on the back side.
本発明の目的は、改良された多目的の壁構造体を提供することであり、この壁構造体は、船及び同様な船舶に搭載する様々な用途(例えば客室及び廊下の構造体など)に特に利用することができ、構造上できるだけ簡単で薄肉で軽量であり、製作するのに経済的であり、かつ据付けが容易である。そのうえ、本発明の目的は壁構造体の耐火性をさらに改善することである。 The object of the present invention is to provide an improved multi-purpose wall structure, which is particularly suitable for various applications (such as cabin and corridor structures) mounted on ships and similar ships. It can be used, is as simple as possible in structure, is thin and lightweight, is economical to manufacture, and is easy to install. Moreover, the object of the present invention is to further improve the fire resistance of the wall structure.
本発明の目的は、主に添付の請求項1に開示するように、そして他の請求項で説明するようにより綿密に実現される。 The object of the invention is achieved more closely, mainly as disclosed in the appended claim 1 and as described in the other claims.
本発明によれば、支持要素(壁要素の据付け後に、特に水平方向に壁要素の補強を可能にする)は、表面板要素と前記窪み及び前記突出部との間の空間に据え付けられるように配置される。壁要素の法線方向の前記窪み及び前記突出部の幅は、絶縁要素が支持要素の頂部に、及び突出部の内面によって形成される窪みの中に部分的に据え付けられ得るように選択され、その結果この絶縁要素は前記支持要素に対して部分的に重なり合う位置に配置される。 According to the invention, the support element (allowing the wall element to be reinforced in particular in the horizontal direction after installation of the wall element) is installed in the space between the faceplate element and the recess and the protrusion. Be placed. The width of the depression and the protrusion in the normal direction of the wall element is selected so that the insulating element can be partly installed at the top of the support element and in the depression formed by the inner surface of the protrusion, As a result, the insulating element is arranged in a position that partially overlaps the support element.
縁屈曲部は表面板要素それ自体から形成されるので、構造体の製作及び然るべき位置へのその据付けが容易であり、別個の支持要素も垂直方向のスチフナも必要とされない。この構造体は、隣接する壁要素を互いに取り付けるための別個の固定部材もまた利用する必要がない。加えて、特に客室の用途では、ただ1つの表面板要素だけを有する壁要素を使用することで十分であり、隣接する客室ユニットの壁要素の開放した裏面は互いに対向して配置され、例えば閉じられたカセット型の壁要素などを不要にする。同様に、この種の壁要素は別個の廊下の壁要素として有利に使用することができ、この廊下の壁要素は客室内壁として役立つ壁要素と共に完全な壁構造体に備えるものである。今述べたことすべてによりこの構造体は軽量になる。 Since the edge bend is formed from the faceplate element itself, it is easy to fabricate the structure and install it in place, and no separate support elements or vertical stiffeners are required. This structure also does not require the use of separate securing members for attaching adjacent wall elements to each other. In addition, it is sufficient to use wall elements with only one faceplate element, especially in cabin applications, where the open back surfaces of adjacent cabin unit wall elements are arranged opposite each other, e.g. closed Eliminates the need for cassette-type wall elements. Similarly, this type of wall element can advantageously be used as a separate hallway wall element, which comprises a complete wall structure together with a wall element serving as a cabin interior wall. All that has just been described makes this structure lightweight.
金属性表面板要素の内壁のレベルからある距離のところに壁要素の法線方向に前記窪み及び前記突出部を配置することによって、支持要素は表面板要素と前記窪み及び前記突出部との間の空間に据え付けられ得る。 By placing the depression and the protrusion in a direction normal to the wall element at a distance from the level of the inner wall of the metallic faceplate element, the support element is located between the faceplate element and the depression and the protrusion. Can be installed in the space.
壁要素の法線方向の前記窪み及び前記突出部の幅が、絶縁要素が支持要素の頂部に、及び突出部の内面によって形成される窪みの中に部分的に据え付けられ得るように選択される場合、絶縁要素は前記支持要素に対して部分的に重なり合う位置に配置される。さらに、支持要素及び絶縁要素が表面板要素の縁屈曲部の内面の全幅に沿って配置されるので、防火性の見地から有利な連続構造体が得られる。 The width of the depression and the protrusion in the normal direction of the wall element is selected so that the insulating element can be installed partially on the top of the support element and in the depression formed by the inner surface of the protrusion. In this case, the insulating element is arranged at a position that partially overlaps the support element. Furthermore, since the supporting element and the insulating element are arranged along the entire width of the inner surface of the edge bent portion of the face plate element, a continuous structure which is advantageous from the viewpoint of fire resistance is obtained.
実際には、前記重なり合う部分のサイズは少なくとも約15mmであり、最も好ましくはさらに長く、したがって耐火技術的に有利な構造体が提供される。 In practice, the size of the overlapping portion is at least about 15 mm, most preferably longer, thus providing a structure that is refractory technically advantageous.
据付けを容易にするために、前記窪みの及び前記突出部の相互に協働する重なり合う表面のうちの少なくとも1つは、楔状に互いに壁要素を案内するように有利に僅かに傾斜される。 For ease of installation, at least one of the cooperating overlapping surfaces of the recess and of the protrusion is advantageously slightly inclined so as to guide the wall elements relative to each other in a wedge-like manner.
防火性をさらに改善するために、壁要素の屈曲部は、より長い辺のうちの一方において壁要素の法線方向に次々に配置される2つの窪みを備え、その窪みの間にリッジ状の突出部があり、それらは屈曲部の長手方向に互いに重なり合うように開発されてもよい。同様に、他方のより長い辺には前記窪みと一致するように寸法取りされる2つの対応するリッジ状の突出部が設けられ、その突出部の間に窪みがあり、それらは屈曲部の長手方向に互いに重なり合う。このようにしてオーバーラップを増大することができ、構造体を補強することができる。 In order to further improve the fire resistance, the bend of the wall element comprises two depressions arranged one after the other in the normal direction of the wall element on one of the longer sides, and a ridge-like shape between the depressions. There are protrusions, which may be developed to overlap each other in the longitudinal direction of the bend. Similarly, the other longer side is provided with two corresponding ridge-like protrusions dimensioned to coincide with the depression, with a depression between the protrusions, which is the length of the bend. Overlap each other in the direction. In this way, the overlap can be increased and the structure can be reinforced.
実際には、表面板要素、支持要素、及び絶縁要素は接着することによって互いに接合され得ることが好ましい。火災の場合にたとえ接着剤層が焼き尽くされても、この構造体は、要素の前記重なり合う構造のためにその然るべき位置にとどまることになる。 In practice, it is preferred that the faceplate element, the support element and the insulating element can be joined together by gluing. Even in the event of a fire, even if the adhesive layer is burned out, this structure will remain in place due to the overlapping structure of the elements.
本発明はまた、上述の壁構造体に含まれる壁要素に関するものでもあり、その要素は、そのより長い辺には表面板要素の縁から形成される屈曲部が設けられ、その屈曲部は上記に説明した方法のうちの1つをもって形成されかつ寸法取りされ、その結果壁要素は前記壁構造体の一部を形成するように据え付けられ得ることを特徴とする。この壁要素は特に、前記屈曲部が壁要素の垂直スチフナとして働くように成形され、並びに表面板要素が必要に応じて壁要素の垂直補剛を可能にすることを特徴とするものである。 The present invention also relates to a wall element included in the above-described wall structure, and the element is provided with a bent portion formed from an edge of the surface plate element on its longer side, and the bent portion is the above-described one. Characterized in that it is formed and dimensioned by one of the methods described in the above, so that the wall element can be installed to form part of the wall structure. This wall element is particularly characterized in that the bend is shaped so as to act as a vertical stiffener for the wall element, and that the faceplate element allows vertical stiffening of the wall element as required.
次に、本発明を、添付の概略図を参照して実施例として説明する。 The invention will now be described by way of example with reference to the accompanying schematic drawings.
図面の参照番号1は壁要素の外面を形成する表面板要素を指す。より長い辺のその縁のうちの一方は屈曲部1aを形成し、同様に、より長い辺の他方の縁は屈曲部1bを形成する。屈曲部は、壁要素の垂直スチフナとして働き、屈曲部1aが壁要素の一方の縁においてリッジ状の突出部1cを形成するのに対して屈曲部1bが壁要素の他方の縁において窪み1dを形成するように配置される。突出部1c及び窪み1dは適切な大きさの空間がそれらの間に残るように壁要素の内面からある距離のところに配置され、その空間内に別個の支持要素2(これは横方向に表面板要素1を補強する)が据え付けられる。そのうえ、突出部1c及び窪み1dは、支持要素2の頂部に据え付けられるべき絶縁要素3が突出部1cの内側の窪みに嵌合するように寸法取りされる。したがって、絶縁要素3は支持要素2に部分的に重なり合い、このことは構造体を互いに保持し並びに防火性を考慮することに鑑みて有利である。それによって、要素1、2及び3は、たとえ接着剤層が燃え尽きても、構造体全体が火災の際にばらばらに壊れるという実質的な危険を伴うことなく接着することによって互いに固定され得る。
Reference numeral 1 in the drawing refers to a face plate element that forms the outer surface of the wall element. One of the edges of the longer side forms a
図2及び図3は、壁構造体の2つの隣接する構造上一致する壁要素1及び1’がそれらのそれぞれのより長い辺の縁のところで屈曲部1a及び1b’を利用することによって互いにいかに接合されるかを示す。屈曲部は表面1e及び1f’を備え、それらは屈曲部を互いに楔締めにするために僅かに傾斜され、したがって壁要素の据付けを容易にする。突出部1c及び窪み1d’は、それらが互いに内側に緊密に定着するように相互に寸法取りされかつ成形される。このようにして連続する耐火壁構造体が与えられる。屈曲部1a及び1b’は接合したければねじ4によって互いにさらに接合されることができるが、これは構造体を互いに保持するために必要ではなく、ただ多少の予防策に過ぎない。
2 and 3 show how two adjacent structurally matching wall elements 1 and 1 'of a wall structure can be connected to each other by utilizing
図5及び図6は図2及び図3に示す壁構造体の屈曲部についてのある改変を示し、また図7及び図8は別の改変を示し、改変された屈曲部構造体をもつ隣接する壁要素が互いにいかに接合されるかを示す。また、これらの屈曲部の説明においては、より長い辺のうちの一方には壁要素の法線方向に次々に配置される2つの窪み1g及び1hが設けられ、その窪みの間にリッジ状の突出部1cがあり、それらは図2及び図3による説明と異なった方法で屈曲部の長手方向に互いに重なり合う。同様に、他方のより長い辺には前記窪み1g及び1hと一致するように寸法取りされる2つの突出部1i’及び1j’が設けられ、その突出部の間に窪み1d’があり、それらは屈曲部の長手方向に互いに重なり合う。図5及び図6及び他方で図7及び図8は、窪み及び突出部のオーバーラップを可能にする代替方法をお互いに示す。これらのオーバーラップは、同じ屈曲部の2つの突出部1i’及び1j’、或いは2つの窪み1g及び1hの相互のオーバーラップが図5及び図7に示すように約5mm〜10mmであり、それによって突出部1i’と隣接する窪み1d’との間の距離、或いは相応じて突出部1cと窪み1gとの間の距離が多くて約20mm〜25mmであるように寸法取りされ得ることが好ましい。
FIGS. 5 and 6 show one modification for the bends of the wall structure shown in FIGS. 2 and 3, and FIGS. 7 and 8 show another modification, adjacent with a modified bend structure. Shows how wall elements are joined together. In the description of these bent portions, one of the longer sides is provided with two
表面板要素は例えばシート鋼から作られ得ることが好ましい。図に示すように、支持要素はそれ自体公知の方法で波形シートから作られることができ、それによって構造体は薄肉で軽量に保たれ得る。用途及び必要とされる壁の強度によって異なるが、その全体の厚さは僅か5mm〜10mmの薄さであり得ることが好ましい。図1に示す方法では、表面板要素は構造体を覆うようにそのより短い辺においてもやはり屈曲され得ることが好ましい。絶縁プレート3に関しては、これは任意の軟質材料から作られることができ、この軟質材料は防火性に鑑みて適切なものであり、また、良好な防音特性も与えられることが好ましい。この材料は例えばロックウールであることができ、通常約10mmの層の厚さであり得ることが有利である。もちろん、2つ以上の重畳された絶縁層が使用されるならば防火性と防音は共に改善される。
The face plate element can preferably be made of sheet steel, for example. As shown in the figure, the support element can be made from corrugated sheets in a manner known per se, whereby the structure can be kept thin and light. Depending on the application and the required wall strength, it is preferred that the overall thickness can be as thin as 5 mm to 10 mm. In the method shown in FIG. 1, it is preferred that the faceplate element can still be bent on its shorter side so as to cover the structure. With respect to the
説明した壁構造体の壁要素の個体性及び軽量性のために、これらは組立て式工法で作り、建築現場まで移動してさらに壁構造体をそこで組み立てやすく、このことはコストを低減し、架設段階の速度を上げる傾向がある。 Due to the individuality and lightness of the wall elements of the described wall structure, they are made by a prefabricated construction method and can be moved to the construction site to further assemble the wall structure there, which reduces costs and lays There is a tendency to increase the speed of the stage.
本発明は示された実施例に限定されないが、いくつかの変形が添付の請求の範囲の範囲内で考えられる。 The invention is not limited to the embodiments shown, but several variations are conceivable within the scope of the appended claims.
Claims (8)
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
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FI20055614A FI118019B (en) | 2005-11-18 | 2005-11-18 | Wall construction |
FI20055614 | 2005-11-18 | ||
PCT/FI2006/050455 WO2007057513A1 (en) | 2005-11-18 | 2006-10-23 | Wall structure |
Publications (2)
Publication Number | Publication Date |
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JP2009516106A JP2009516106A (en) | 2009-04-16 |
JP4856188B2 true JP4856188B2 (en) | 2012-01-18 |
Family
ID=35458854
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2008540640A Active JP4856188B2 (en) | 2005-11-18 | 2006-10-23 | Wall structure |
Country Status (8)
Country | Link |
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EP (1) | EP1948881B1 (en) |
JP (1) | JP4856188B2 (en) |
KR (1) | KR101368011B1 (en) |
CN (1) | CN101310083B (en) |
DE (1) | DE602006007872D1 (en) |
ES (1) | ES2329720T3 (en) |
FI (1) | FI118019B (en) |
WO (1) | WO2007057513A1 (en) |
Families Citing this family (3)
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SI2433676T1 (en) * | 2010-09-28 | 2017-07-31 | Siemens Ag Oesterreich | Fire-resistant housing for a frequency converter |
FI126953B (en) * | 2015-07-14 | 2017-08-31 | Piikkio Works Oy | wall construction |
IT201800005773A1 (en) * | 2018-05-28 | 2019-11-28 | MODULAR CONSTRUCTION SYSTEM |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPS63136117A (en) * | 1986-11-27 | 1988-06-08 | Nissin Electric Co Ltd | Control system for inverter of system interconnection photovoltaic power generating plant |
JPH0430050A (en) * | 1990-05-24 | 1992-02-03 | Eiken Kogyo Kk | Nonflammable panel and manufacture thereof |
JPH0826813A (en) * | 1994-07-21 | 1996-01-30 | Oriental Metal Kk | Outer wall panel |
JPH10317548A (en) * | 1997-05-13 | 1998-12-02 | Kvaerner Masa Yards Oy | Wall structural body |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63136117U (en) * | 1987-02-27 | 1988-09-07 | ||
DE4227048A1 (en) * | 1992-08-15 | 1994-02-17 | Keiper Gmbh | Wall, ceiling etc. cladding panel - has front field with several apertures and rear field with apertures for passage of gases and/or vapours |
CN2330728Y (en) * | 1998-04-21 | 1999-07-28 | 东益贸易股份有限公司 | Combined wall panel |
DE20012649U1 (en) * | 2000-07-21 | 2000-10-05 | Lethe-Metallbau GmbH, 21129 Hamburg | Component for creating walls and / or ceilings, especially on ships |
-
2005
- 2005-11-18 FI FI20055614A patent/FI118019B/en active IP Right Grant
-
2006
- 2006-10-23 CN CN2006800429186A patent/CN101310083B/en active Active
- 2006-10-23 ES ES06807996T patent/ES2329720T3/en active Active
- 2006-10-23 KR KR1020087012519A patent/KR101368011B1/en active IP Right Grant
- 2006-10-23 WO PCT/FI2006/050455 patent/WO2007057513A1/en active Application Filing
- 2006-10-23 EP EP06807996A patent/EP1948881B1/en active Active
- 2006-10-23 DE DE602006007872T patent/DE602006007872D1/en active Active
- 2006-10-23 JP JP2008540640A patent/JP4856188B2/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63136117A (en) * | 1986-11-27 | 1988-06-08 | Nissin Electric Co Ltd | Control system for inverter of system interconnection photovoltaic power generating plant |
JPH0430050A (en) * | 1990-05-24 | 1992-02-03 | Eiken Kogyo Kk | Nonflammable panel and manufacture thereof |
JPH0826813A (en) * | 1994-07-21 | 1996-01-30 | Oriental Metal Kk | Outer wall panel |
JPH10317548A (en) * | 1997-05-13 | 1998-12-02 | Kvaerner Masa Yards Oy | Wall structural body |
Also Published As
Publication number | Publication date |
---|---|
WO2007057513A1 (en) | 2007-05-24 |
FI118019B (en) | 2007-05-31 |
CN101310083A (en) | 2008-11-19 |
EP1948881A1 (en) | 2008-07-30 |
DE602006007872D1 (en) | 2009-08-27 |
ES2329720T3 (en) | 2009-11-30 |
CN101310083B (en) | 2010-09-08 |
EP1948881B1 (en) | 2009-07-15 |
JP2009516106A (en) | 2009-04-16 |
KR20080068726A (en) | 2008-07-23 |
FI20055614A0 (en) | 2005-11-18 |
KR101368011B1 (en) | 2014-02-26 |
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