JPH06264556A - Structural panel - Google Patents

Structural panel

Info

Publication number
JPH06264556A
JPH06264556A JP7622393A JP7622393A JPH06264556A JP H06264556 A JPH06264556 A JP H06264556A JP 7622393 A JP7622393 A JP 7622393A JP 7622393 A JP7622393 A JP 7622393A JP H06264556 A JPH06264556 A JP H06264556A
Authority
JP
Japan
Prior art keywords
structural
plate
protrusions
panel
protrusion
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
JP7622393A
Other languages
Japanese (ja)
Other versions
JP3338968B2 (en
Inventor
Yoshinori Nozaki
嘉典 野崎
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.)
SUPEESU KK
Original Assignee
SUPEESU KK
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 SUPEESU KK filed Critical SUPEESU KK
Priority to JP07622393A priority Critical patent/JP3338968B2/en
Publication of JPH06264556A publication Critical patent/JPH06264556A/en
Application granted granted Critical
Publication of JP3338968B2 publication Critical patent/JP3338968B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To provide a lightweight structural panel with a high strength. CONSTITUTION:Two or more layers of structural plates 3 (3a, 3b) are interposed between a surface plate and a back plate, and they are laminated and integrated together. In each structural plate 3, the plate face of a thin steel plate is partitioned into equilateral hexagons by rough and close arrangement, and equilateral hexagonal protruding parts 4 (4a, 4b) raised on one surface in the same rising height are formed within each partition D. In the lamination, the protruding parts 4a, 4b are mutually butted, and the protruding part 4a of one structural plate 3a is evenly straddled over three protruding parts 4b, 4b, 4b of the other structural plate 3b and superposed thereon. By using the structural plate 3, bending strength is enhanced, and the centralized load is dispersed to enhance the face strength.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、OAフロア,カーテン
ウォール、その他の用途に用いる構造パネルに関する。
FIELD OF THE INVENTION The present invention relates to a structural panel used for OA floors, curtain walls, and other applications.

【0002】[0002]

【従来の技術】コンピュータ室,病院,放送関係スタジ
オなどでは、機器類の配線収納用あるいはダクト類の収
納用に二重床構造が使用される。二重床は、建物の床上
に新たに床パネルを敷設して配線やダクトの収納空間を
確保するものであり、機器類のレイアウト変更に備えて
簡単に取り外せることや、床としての強度,寸法の安定
性が必要とされる。
2. Description of the Related Art In computer rooms, hospitals, broadcasting-related studios, etc., a double floor structure is used for storing equipment wiring or ducts. The double floor is to lay a new floor panel on the floor of the building to secure a storage space for wiring and ducts. It can be easily removed in preparation for changing the layout of equipment, and the strength and dimensions of the floor can be improved. Stability is required.

【0003】従来、既設の床上に施工する二重床には、
アルミ又はスチールダイカストの床パネルを組合せ、各
パネルを支持脚上に支えて施工する例が多い。
Conventionally, for a double floor constructed on an existing floor,
In many cases, aluminum or steel die-cast floor panels are combined and each panel is supported on a support leg.

【0004】[0004]

【発明が解決しようとする課題】ところで、アルミ,ス
チールダイカストの床パネルによるときには、強度が大
きく、寸法安定性に優れ、反りなどの変形が生じ難い二
重床を実現できるが、重量が大きく、軽量化には限度が
ある。また、カーテンウォールにおいては、軽量である
ことのほか、寸法安定性,特に平面の精度が必要とされ
る。また、カーテンウォールなどにおいては、軽量性と
ともに平面精度が要求される。
By the way, when a floor panel made of aluminum or steel die casting is used, it is possible to realize a double floor which has high strength, excellent dimensional stability, and is resistant to deformation such as warp, but has a large weight. There is a limit to weight reduction. Further, in the curtain wall, in addition to being lightweight, dimensional stability, especially planar accuracy is required. Further, in curtain walls and the like, lightness and flatness are required.

【0005】本発明の目的は、耐圧性,寸法安定性に優
れ、軽量化が可能な構造パネルを提供することにある。
An object of the present invention is to provide a structural panel which is excellent in pressure resistance and dimensional stability and which can be reduced in weight.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明による構造パネルにおいては、2層以上の構
造板を面板の対間に有する構造パネルであって、構造板
は、硬質パネルであり、行又は列方向に位相をずらせて
縦横に区画され、各区画は、六角形状をなし、区画内に
同一の立上り高さで板面の一面に立上がらせた正六角形
の突部を有するものであり、突部は、頂部に平面を有
し、他面は開放され、互いに隣接する各区画内の突部の
各辺間の間隔は同一であり、各層の構造板は、相対的に
1層の区画を他層の3区画上に均等に跨らせて2層以上
を積層したものである。
In order to achieve the above object, a structural panel according to the present invention is a structural panel having two or more layers of structural plates between a pair of face plates, and the structural plate is a hard panel. Yes, it is divided vertically and horizontally with a phase shift in the row or column direction, and each section has a hexagonal shape and has a regular hexagonal protrusion that rises on one surface of the plate surface at the same rising height in the section. The protrusion has a flat surface on the top, the other surface is open, the intervals between the sides of the protrusion in each adjacent partition are the same, the structural plate of each layer is relatively Two or more layers are laminated such that one layer section is evenly spread over the other three sections.

【0007】また、互いに隣接する各区画の突部間は、
各区画に跨って板面に突出形成された突条内の溝にて互
いに連通させたものである。
Further, between the protrusions of the sections adjacent to each other,
The grooves are formed so as to communicate with each other through grooves formed in protrusions formed on the plate surface over the respective partitions.

【0008】また、面板間には構造板の対を有し、各対
の構造板は、各突部の頂部平面を向き合せに接合された
ものである。
Further, there is a pair of structural plates between the face plates, and the structural plates of each pair are joined so that the top planes of the protrusions face each other.

【0009】また、構造板に設けられた各突部の頂部平
面に小孔を有し、小孔は、各層間の突部内外を互いに連
通させ、層内に充填する充填材の流入口となるものであ
る。
Further, each projection provided on the structural plate has a small hole in the top plane, and the small hole communicates the inside and outside of the projection between the layers with each other and serves as an inlet for the filler to be filled in the layer. It will be.

【0010】[0010]

【作用】構造板は、薄鋼板又は合成樹脂板などの硬質パ
ネルである。各区画内の突部は板面を賦型して一面に立
上らせたものである。板面の正六角形の各区画内に立上
がらせた突部の位相が行又は列方向にずれているために
荷重に対しては突部に阻ぎられ容易に変形しない。突部
を向き合わせ、且つ、各突部が相手側の3つの突部と均
等に接触するように対の構造板を重ね合せたときに、パ
ネルの一方の面から加えられた荷重は、分散して耐圧性
は向上する。突部の中空側を向き合わせて構造板の対を
重ね合わせても作用効果は同じである。
The structure plate is a hard panel such as a thin steel plate or a synthetic resin plate. The protrusions in each section are formed by shaping a plate surface to stand up on one surface. Since the phases of the protrusions raised in each regular hexagonal section of the plate surface are shifted in the row or column direction, they are blocked by the protrusions against a load and are not easily deformed. The load applied from one side of the panel is distributed when the projecting parts are faced to each other and the pair of structural plates are overlapped so that each projecting part contacts the three projecting parts on the other side evenly. Then, the pressure resistance is improved. Even if the hollow sides of the protrusions face each other and the pair of structural plates are superposed, the same effect is obtained.

【0011】各層の構造板間並びに構造板と面板間は、
接着剤又は溶着にて一体に接着するが、接着後、各突部
に開口した小孔を通して発泡材又は無機質中空ビーズな
どの充填材を各層の突部内外に充填すれば、パネルに加
わる衝撃や圧縮力に対する対抗性がさらに向上する。
Between the structural plates of each layer and between the structural plate and the face plate,
Although they are bonded together by an adhesive or welding, after the bonding, if a filling material such as foam or inorganic hollow beads is filled inside and outside the protrusions of each layer through the small holes opened in each protrusion, the impact on the panel can be reduced. The resistance against compressive force is further improved.

【0012】[0012]

【実施例】以下に本発明を二重床の床パネルに適用した
場合の実施例を図によって説明する。図1は、本発明に
よる二重床の床パネルの一例を示したものである。実施
例の床パネルは、表面板1及び裏面板2の間に構造板
3,3を2層に介装した例を示している。
EXAMPLE An example in which the present invention is applied to a double-floor floor panel will be described below with reference to the drawings. FIG. 1 shows an example of a double floor floor panel according to the present invention. The floor panel of the embodiment shows an example in which the structural plates 3 and 3 are interposed between the front plate 1 and the rear plate 2 in two layers.

【0013】構造板3は、薄鋼板であり、図2に示すよ
うに板面を稠密配列の正六角形に区画する。各区画をD
とし、区画Dが行又は列方向に位相がずれて板面の縦横
に形成され、区画D内には、プレス加工により同一の立
上り高さで板面に立上る正六角形の突部4を形成したも
のである。突部4内には図3のように他面に開口した中
空部5が形成される。各区画D,Dは、稠密に配列さ
れ、隣接する区画D,D内の各突部4,4…間には同じ
間隔の隙間δを形成する。
The structural plate 3 is a thin steel plate, and the plate surface is divided into regular hexagons in a dense arrangement as shown in FIG. D for each section
Then, the section D is formed in the vertical and horizontal directions of the plate surface with the phase shifted in the row or column direction, and in the section D, a regular hexagonal protrusion 4 that rises to the plate surface at the same rising height by press working is formed. It was done. A hollow portion 5 having an opening on the other surface is formed in the protrusion 4 as shown in FIG. The sections D and D are densely arranged, and the protrusions 4, 4, ...

【0014】突部4の頂部は平面であり、その頂部の中
央に小孔6を開口している。構造板の積層に際しては、
図4に示すように、板面の突部側を互いに突き合わせ、
且つ第1層の構造板3aの突部4aと第2層の構造板3
bの突部4bとを互いに位置をずらせ、図5のように一
方の層の突部4aを他方の層の3つの突部4b,4b,
4b上に均等に跨らせて積層し、両層の構造板3a,3
bの中空部5a,5b側の面にそれぞれ表面板1,裏面
板2を貼付ける。
The top of the protrusion 4 is a flat surface, and a small hole 6 is opened at the center of the top. When stacking structural plates,
As shown in FIG. 4, the projecting sides of the plate surfaces are butted against each other,
Also, the protrusion 4a of the first-layer structure plate 3a and the second-layer structure plate 3
The protrusions 4b of b are displaced from each other, and the protrusions 4a of one layer are replaced by the three protrusions 4b, 4b of the other layer as shown in FIG.
4b so as to be evenly laid over and laminated on both sides of the structure plate 3a, 3b of both layers.
The front plate 1 and the rear plate 2 are attached to the surfaces of the hollow portions 5a and 5b on the side of b.

【0015】表面板1及び裏面板2に用いる面板は、特
に制約を受けるものではなく、無機材料ボード,発泡コ
ンクリート,木板その他の床下地材を用いることがで
き、表面材には必要により仕上材としてビニルタイル,
タイルカーペットを貼付ける。
The face plates used for the front plate 1 and the back plate 2 are not particularly limited, and inorganic material boards, foamed concrete, wooden boards and other floor base materials can be used. As vinyl tiles,
Stick the tile carpet.

【0016】構造板3は、稠密配列による各区画Dに正
六角形の突部4を有するため、曲げ応力に各突部4が抗
して曲げ強度が大きく、また、1層の突部4aの各々が
互いに他層の3つの突部4b,4b,4b上に均等に接
して構造板3a,3bを2層に積層しているため、荷重
を分散させて面強度を増大させることができる。
Since the structural plate 3 has the regular hexagonal protrusions 4 in each section D formed by the dense arrangement, each protrusion 4 resists the bending stress and the bending strength is large, and the protrusions 4a of one layer are formed. Since the structural plates 3a, 3b are laminated in two layers, each of which is in even contact with each other on the three protrusions 4b, 4b, 4b of the other layer, the load can be dispersed and the surface strength can be increased.

【0017】また、図6において、一方の構造板3aの
各々の突部4aを他方の構造板3bの3つの突部4b,
4b,4b上に跨らせて積層したときに、相対的に各突
部4a上の小孔6は、他方の構造板3b上の突部4b,
4b間の隙間に位置することになり、積層体の3方の側
面を封止し、開放された一側面から発泡材料又は無機質
中空ビーズなどの充填材Mを注入すれば、突部4b,4
b間の隙間及び小孔6を通して突部4a,4bの中空部
5内に充填材が充填されて中実構造のパネルとなり、衝
撃や圧縮力に対する対抗性をさらに高めることができ
る。
Further, in FIG. 6, each protrusion 4a of one structural plate 3a is replaced by three protrusions 4b of the other structural plate 3b.
4b, 4b, when stacked on top of each other, the small holes 6 on each of the protrusions 4a are relatively different from each other on the other structural plate 3b.
The protrusions 4b, 4 will be located in the space between the 4b, and the three sides of the laminate are sealed and the filler M such as a foam material or inorganic hollow beads is injected from one open side.
The hollow member 5 of the protrusions 4a and 4b is filled with the filler through the gap between b and the small hole 6 to form a solid-structured panel, which can further improve the resistance against impact and compression force.

【0018】図7(a),(b)は、各区画Dに跨っ
て、各突部の各辺ごとに板面の一方に突出する突条7を
形成し、突条7内の溝8にて互いに隣接する突部4の中
空部5間を互いに連通させた例である。この構造によれ
ば、突条7がリブとなって強度が増大し、また、突条7
内の溝8を通して各突部4内に充填材Mを容易に充填で
きる。
7 (a) and 7 (b), a ridge 7 projecting to one side of the plate is formed on each side of each protrusion across each section D, and a groove 8 in the ridge 7 is formed. Is an example in which the hollow portions 5 of the protrusions 4 adjacent to each other are communicated with each other. According to this structure, the ridges 7 become ribs to increase the strength, and the ridges 7
The filling material M can be easily filled in each protrusion 4 through the groove 8 therein.

【0019】床パネルでは、重量の増大が格別問題にな
らないため、充填材の使用による中実構造とするのが有
効であるが、カーテンウォールのように軽量化が必要と
されるパネルには充填材は用いない。
In the floor panel, since increase in weight does not become a particular problem, it is effective to use a solid material by using a filler, but it is effective for a panel such as a curtain wall which needs to be lightweight. No material is used.

【0020】以上実施例では、突部4a,4b同士を突
き合わせて構造板3a,3bの対を組合せた例について
説明したが、中空部5,5側を向き合わせて構造板の対
を組合せる仕様が考えられる。必要ならば、3以上の構
造板を積層して必要な強度を得ることができる。
In the above embodiment, an example in which the protrusions 4a and 4b are butted against each other to combine the pair of structural plates 3a and 3b has been described. Specifications are possible. If necessary, three or more structural plates can be laminated to obtain the required strength.

【0021】[0021]

【発明の効果】以上のように本発明によるときには、稠
密配列による区画に正六角形の突部を有する構造板を用
いるため、各々の構造板の曲げ強度が大きく、しかも、
一方の構造板の突部を他の構造板の3つの突部上に跨ら
せて2以上の構造板を積層したため、集中荷重を有効に
分散して面強度の大きい構造パネルを得ることができ、
また、各突部の中空部内及び突部間の隙間に耐圧性の充
填材を注入硬化させて一体性を高め、耐衝撃性,耐圧性
をさらに向上できる。
As described above, according to the present invention, since the structural plates having regular hexagonal protrusions are used in the compartments formed by the dense arrangement, the bending strength of each structural plate is large, and
Since two or more structural plates are laminated by straddling the protrusions of one structural plate over the three protrusions of the other structural plate, it is possible to effectively disperse the concentrated load and obtain a structural panel with high surface strength. You can
Further, a pressure-resistant filler is injected and cured in the hollow portions of the protrusions and in the gaps between the protrusions to enhance the integrity and further improve impact resistance and pressure resistance.

【0022】構造板には、薄鋼板のほか、硬質の合成樹
脂板を使用できるが、薄鋼板を絞り加工することにより
強度を増大させ、構造パネルの軽量化を図ることができ
る。さらに、本発明によれば、平面パネルにとどまら
ず、構造パネルを弯曲させて組合せることも可能であ
り、床パネル,カーテンウォール、その他の内装材,コ
ンテナの大口径パイプに適用でき、また、断熱性をあわ
せて付与できるため、各種の断熱,保温ボード,冷却タ
ンクなどの構造パネルに広く利用できる効果を有する。
As the structural plate, a hard synthetic resin plate can be used in addition to the thin steel plate, but by drawing the thin steel plate, the strength can be increased and the structural panel can be made lighter. Furthermore, according to the present invention, not only a flat panel but also a structural panel can be curved and combined, and can be applied to a floor panel, a curtain wall, other interior materials, and a large diameter pipe of a container. Since it can be applied with heat insulation properties, it has the effect of being widely applicable to various types of heat insulation, heat insulation boards, structural panels such as cooling tanks.

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

【図1】本発明の一実施例を示す構造パネルの斜視図で
ある。
FIG. 1 is a perspective view of a structural panel showing an embodiment of the present invention.

【図2】構造板の平面図である。FIG. 2 is a plan view of a structural plate.

【図3】構造板の断面図である。FIG. 3 is a sectional view of a structural plate.

【図4】構造パネルの断面図である。FIG. 4 is a cross-sectional view of a structural panel.

【図5】構造板の積層要領を示す説明図である。FIG. 5 is an explanatory diagram showing a way of stacking structural plates.

【図6】構造パネルの他の実施例を示す図である。FIG. 6 is a diagram showing another example of the structural panel.

【図7】構造板の他の実施例を示すもので(a)は要部
平面図、(b)は断面図である。
7A and 7B show another embodiment of the structural plate, FIG. 7A is a plan view of a main part, and FIG. 7B is a sectional view.

【符号の説明】[Explanation of symbols]

1 表面板 2 裏面板 3,3a,3b 構造板 4,4a,4b 突部 5 中空部 6 小孔 7 突条 8 溝 1 Front Plate 2 Back Plate 3, 3a, 3b Structure Plate 4, 4a, 4b Projection 5 Hollow 6 Small Hole 7 Projection 8 Groove

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 2層以上の構造板を面板の対間に有する
構造パネルであって、 構造板は、硬質パネルであり、行又は列方向に位相をず
らせて縦横に区画され、 各区画は、六角形状をなし、区画内に同一の立上り高さ
で板面の一面に立上がらせた正六角形の突部を有するも
のであり、 突部は、頂部に平面を有し、他面は開放され、互いに隣
接する各区画内の突部の各辺間の間隔は同一であり、 各層の構造板は、相対的に1層の区画を他層の3区画上
に均等に跨らせて2層以上を積層したものであることを
特徴とする構造パネル。
1. A structural panel having two or more layers of structural plates between a pair of face plates, wherein the structural plate is a rigid panel and is vertically and horizontally partitioned with a phase shift in the row or column direction. , Which has a hexagonal shape and has a regular hexagonal protrusion that rises on one side of the plate surface at the same rising height in the compartment, and the protrusion has a flat surface on the top and the other side is open. The intervals between the sides of the protrusions in each of the sections adjacent to each other are the same, and the structure plate of each layer has two sections in which one section is relatively evenly spread over three sections of the other layer. A structural panel characterized by being formed by stacking more than one layer.
【請求項2】 互いに隣接する各区画の突部間は、各区
画に跨って板面に突出形成された突条内の溝にて互いに
連通させたものであることを特徴とする請求項1に記載
の構造パネル。
2. The protrusions of adjacent sections are communicated with each other by a groove in a protrusion formed on the plate surface so as to extend over each section. Structural panel as described in.
【請求項3】 面板間には構造板の対を有し、 各対の構造板は、各突部の頂部平面を向き合せに接合さ
れたものであることを特徴とする請求項1又は2に記載
の構造パネル。
3. A pair of structural plates is provided between the face plates, and the structural plates of each pair are joined so that the top planes of the protrusions face each other. Structural panel as described in.
【請求項4】 構造板に設けられた各突部の頂部平面に
小孔を有し、 小孔は、各層間の突部内外を互いに連通させ、層内に充
填する充填材の流入口となるものであることを特徴とす
る請求項1,2又は3に記載の構造パネル。
4. A small hole is provided on the top plane of each protrusion provided on the structural plate, and the small hole communicates the inside and outside of the protrusion between the layers with each other, and serves as an inlet for a filler to be filled in the layer. The structural panel according to claim 1, 2, or 3, wherein
JP07622393A 1993-03-10 1993-03-10 Structural panel Expired - Fee Related JP3338968B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07622393A JP3338968B2 (en) 1993-03-10 1993-03-10 Structural panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07622393A JP3338968B2 (en) 1993-03-10 1993-03-10 Structural panel

Publications (2)

Publication Number Publication Date
JPH06264556A true JPH06264556A (en) 1994-09-20
JP3338968B2 JP3338968B2 (en) 2002-10-28

Family

ID=13599187

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07622393A Expired - Fee Related JP3338968B2 (en) 1993-03-10 1993-03-10 Structural panel

Country Status (1)

Country Link
JP (1) JP3338968B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100986009B1 (en) * 2008-04-02 2010-10-06 백대현 Method for manufacturing for door abs of spring honey comb

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100986009B1 (en) * 2008-04-02 2010-10-06 백대현 Method for manufacturing for door abs of spring honey comb

Also Published As

Publication number Publication date
JP3338968B2 (en) 2002-10-28

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