JP2000314205A - Structural panel - Google Patents

Structural panel

Info

Publication number
JP2000314205A
JP2000314205A JP11158435A JP15843599A JP2000314205A JP 2000314205 A JP2000314205 A JP 2000314205A JP 11158435 A JP11158435 A JP 11158435A JP 15843599 A JP15843599 A JP 15843599A JP 2000314205 A JP2000314205 A JP 2000314205A
Authority
JP
Japan
Prior art keywords
steel plate
edges
equal
concrete
isosceles triangles
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
JP11158435A
Other languages
Japanese (ja)
Other versions
JP4065965B2 (en
Inventor
Sakae Suzuki
栄 鈴木
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.)
KAI KENCHIKU SEKKEI JIMUSHO KK
Original Assignee
KAI KENCHIKU SEKKEI JIMUSHO 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 KAI KENCHIKU SEKKEI JIMUSHO KK filed Critical KAI KENCHIKU SEKKEI JIMUSHO KK
Priority to JP15843599A priority Critical patent/JP4065965B2/en
Publication of JP2000314205A publication Critical patent/JP2000314205A/en
Application granted granted Critical
Publication of JP4065965B2 publication Critical patent/JP4065965B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate the manufacture by bending a steel plate in parallel to one edge thereof to form a number of isosceles triangles of the same size, and bonding the intersection of the equal two edges. SOLUTION: A rectangular steel plate is bent along a straight line parallel to, for example, its short edge to form a number of adjacent isosceles triangles of the same size, when seen from the long edge side, so that the intersections of two equal edges and the bottom edge are located on a straight line, and the intersection of the two equal edges is bonded by welding to constitute a panel body 1. A channel steel 2 is fitted to two long edge-side edges of the steel plate of the body 1 to nip the edges, and fixed by welding to enhance the bending strength of the body 1. A filler 3 such as general concrete, lightweight reinforced concrete, foamed concrete, or foamed plastic is filled in each hollow part of the isosceles triangles to enhance the rigidity, heat insulating property, and sound insulating property. According to this, a part of the steel plate functions as a lattice material. Further, since the intersection of the two equal edges of the isosceles triangles can be welded from the outside, the manufacture can be facilitated.

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、鉄骨構造や鉄筋コ
ンクリート造・壁構造等の建築物においてオープンシス
テムの床板や壁体等として用いられる構造用パネルに関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural panel used as a floor plate or a wall of an open system in a building such as a steel frame structure, a reinforced concrete structure or a wall structure.

【0002】[0002]

【従来の技術】従来、この種の構造用パネルとしては、
平行に離隔した2枚の鋼板又は波付けした広幅帯鋼を鋼
製のラチス材を介在して接合したものが知られている
(特許平9−19995号参照)。
2. Description of the Related Art Conventionally, as this type of structural panel,
It is known that two steel plates separated in parallel or a corrugated wide band steel are joined with a steel lattice material interposed therebetween (see Japanese Patent Application No. 9-19995).

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の構造用
パネルは、一方の鋼板等に対するラチス材の接合を容易
に行えるものの、他方の鋼板等とラチス材の接合を行う
ため、他方の鋼板等に透孔を設けたりする必要があるの
で、製造が煩雑となっている不具合がある。そこで、本
発明は、製造を容易になし得る構造用パネルを提供する
ことを目的とする。
However, in the conventional structural panel, although the lattice material can be easily joined to one of the steel plates, the other steel plate or the like is used to join the lattice material to the other steel plate. Since it is necessary to provide a through-hole, there is a problem that manufacturing is complicated. Therefore, an object of the present invention is to provide a structural panel that can be easily manufactured.

【0004】[0004]

【課題を解決するための手段】前記課題を解決するた
め、本発明の第1の構造用パネルは、鋼板をその任意の
一辺と平行な直線に沿って折り曲げ、任意の一辺と直角
な辺側から見て同じ大きさの多数の二等辺三角形が隣接
するもの同士で等しい二辺の交点と底辺が直線上にある
ようになし、かつ、等しい二辺の交点を接合したことを
特徴とする。第2の構造用パネルは、第1のものにおい
て、少なくとも任意の一辺と直角な2つの辺の縁部に溝
型鋼を嵌着したことを特徴とする。第3の構造用パネル
は、第1又は第2のものにおいて、端面が二等辺三角形
をなす中空部に普通コンクリート、軽量骨材コンクリー
ト、発泡コンクリート又は、発泡プラスチックが充填さ
れていることを特徴とする。
In order to solve the above-mentioned problems, a first structural panel according to the present invention comprises bending a steel plate along a straight line parallel to any one side thereof, and forming the steel sheet on a side perpendicular to any one side. A plurality of isosceles triangles of the same size as viewed from above are characterized in that the intersections of the two equal sides and the base of the adjacent ones are on a straight line, and the intersections of the two equal sides are joined. The second structural panel is characterized in that, in the first structural panel, a channel steel is fitted to edges of at least two sides perpendicular to any one side. The third structural panel is characterized in that, in the first or second panel, a hollow part having an end surface forming an isosceles triangle is filled with ordinary concrete, lightweight aggregate concrete, foamed concrete, or foamed plastic. I do.

【0005】第1の構造用パネルにおいては、鋼板の一
部がラチス材として機能し、かつ、二等辺三角形の等し
い二辺の交点の接合が外側からの溶接等によってなされ
る。第2の構造用パネルにおいては、第1のものと同様
の作用が得られる他、曲げ強度が高くなる。又、第3の
構造用パネルにおいては、第1又は第2のものと同様の
作用が得られる他、剛性(耐震対応)や断熱性、遮音性
等が高められる。
In the first structural panel, a part of the steel plate functions as a lattice material, and intersections of two equal sides of an isosceles triangle are joined by welding from the outside. In the second structural panel, the same action as that of the first panel is obtained, and the bending strength is increased. Further, in the third structural panel, the same operation as that of the first or second panel is obtained, and rigidity (corresponding to earthquake resistance), heat insulation, sound insulation and the like are enhanced.

【0006】端面が二等辺三角形をなす中空部に普通コ
ンクリートや軽量骨材コンクリート等を充填する場合に
は、二等辺三角形の等しい二辺、すなわち、ラチス材と
して機能する部分に複数の透孔を設けることが望まし
く、このようにすることによって、普通コンクリート、
軽量骨材コンクリート等の充填が容易になる。又、透孔
は、V字状やU字状、半円状等の切り込みの切り起こし
によって形成してもよい。この場合、切り起こし片が、
普通コンクリート、軽量骨材コンクリート等に対するア
ンカーとして機能する。
[0006] In the case of filling a hollow portion having an isosceles triangular end face with ordinary concrete or lightweight aggregate concrete, a plurality of through holes are formed in two equal sides of the isosceles triangle, that is, a portion functioning as a lattice material. It is preferable to provide concrete,
Filling of lightweight aggregate concrete etc. becomes easy. The through-hole may be formed by cutting and raising a V-shaped, U-shaped, semi-circular or the like. In this case,
Functions as an anchor for ordinary concrete and lightweight aggregate concrete.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面を参照して説明する。図1,図2、図3及び図4
は本発明に係る構造用パネルの実施の形態の一例を示す
平面図、正面図、側面図及び図1におけるIV−IV線
矢視拡大断面図である。図中1はパネル本体で、このパ
ネル本体1は、矩形の鋼板をその短辺と平行な直線に沿
って折り曲げ、短辺と直角な辺、すなわち、長辺側から
見て同じ大きさの多数の二等辺三角形が隣接するもの同
士で二等辺三角形の等しい二辺の交点と底辺が直線上に
あるようになし、言い換えると、正立した2つの二等辺
三角形の間に倒立した1つの二等辺三角形があるように
なし、かつ、二等辺三角形の等しい二辺の交点を溶接等
によって接合して構成されている。パネル本体1におけ
る鋼板の長辺と対応する2つの辺(図1においては左、
右辺)の縁部には、パネル本体1の曲げ強度を高めるた
め、溝型鋼2が縁部を狭持するようにして嵌め込まれ、
かつ、溶接等によって固着されている。そして端面が二
等辺三角形をなす各中空部には、パネル本体1の剛性や
断熱性、遮音性等を高めるため、普通コンクリート、軽
量鉄骨コンクリート、発泡コンクリート又は発泡プラス
チック等の充填材3が充填されている。
Embodiments of the present invention will be described below with reference to the drawings. 1, 2, 3 and 4
FIG. 2 is a plan view, a front view, a side view, and an enlarged cross-sectional view taken along line IV-IV in FIG. 1 illustrating an example of the embodiment of the structural panel according to the present invention. In the figure, reference numeral 1 denotes a panel main body. This panel main body 1 is formed by bending a rectangular steel plate along a straight line parallel to the short side thereof, and forming a side perpendicular to the short side, that is, a large number of the same size as viewed from the long side. The isosceles triangles are adjacent to each other, so that the intersection and the base of the two equal sides of the isosceles triangle are on a straight line, in other words, one isosceles inverted between two erect isosceles triangles A triangle is formed, and intersections of two equal sides of an isosceles triangle are joined by welding or the like. Two sides corresponding to the long sides of the steel plate in the panel body 1 (left in FIG. 1,
In order to increase the bending strength of the panel body 1, the channel steel 2 is fitted into the edge of the right side) so as to hold the edge,
And it is fixed by welding or the like. Each hollow portion whose end face forms an isosceles triangle is filled with a filler 3 such as ordinary concrete, lightweight steel-frame concrete, foamed concrete, or foamed plastic in order to increase the rigidity, heat insulation, sound insulation and the like of the panel body 1. ing.

【0008】上記構成の構造用パネルを製造するには、
矩形の鋼板をプレスブレーキ等によって短辺と平行な直
線に沿って折り曲げ、鋼板の長辺側から見て同じ大きさ
の多数の二等辺三角形が隣接するもの同士で等しい二辺
の交点と底辺が直線上にあるようにした後、等しい二辺
の交点を溶接によって接合しパネル本体1を得る。次
に、パネル本体1における鋼板の長辺と対応する1つの
辺の縁部に溝型鋼2を嵌着した後、端面が二等辺三角形
をなす各中空部に充填材3を充填し、しかる後に、残る
1つの辺の縁部に溝型鋼2を嵌着する。
In order to manufacture the structural panel having the above structure,
A rectangular steel plate is bent along a straight line parallel to the short side by a press brake or the like, and the intersection and base of two equal sides of the many equal isosceles triangles of the same size viewed from the long side of the steel plate are equal. After being on a straight line, the intersections of two equal sides are joined by welding to obtain the panel body 1. Next, after the channel steel 2 is fitted to the edge of one side corresponding to the long side of the steel plate in the panel main body 1, the filling material 3 is filled into each hollow portion whose end surface forms an isosceles triangle. Then, the channel steel 2 is fitted to the edge of the remaining one side.

【0009】なお、上述した実施の形態においては、鋼
板の折り曲げを短辺と平行な直線に沿って行うものにつ
いて説明したが、これに限定されるものでなく、長辺と
平行な直線に沿って折り曲げるようにしてもよい。又、
パネル本体1に充填材3を充填する場合、パネル本体1
のラチス材として機能する部分に、打ち抜き又は切り起
こしによって透孔を設け、充填性を高めたり、パネル本
体1と充填材3の結合性を高めるようにしてもよい。更
に、パネル本体1には、必要に応じて、溝型鋼3の嵌着
及び/又は充填材3の充填を行わなくてもよい。
In the above-described embodiment, the case where the steel plate is bent along a straight line parallel to the short side has been described. However, the present invention is not limited to this. You may make it bend. or,
When filling the panel body 1 with the filler 3, the panel body 1
A hole may be provided in a portion functioning as a lattice material by punching or cutting and raising, so that the filling property is improved or the bonding property between the panel body 1 and the filling material 3 is improved. Further, the panel body 1 does not need to be fitted with the channel steel 3 and / or filled with the filler 3 as necessary.

【0010】[0010]

【発明の効果】以上説明したように、本発明の第1の構
造用パネルによれば、鋼板の一部がラチス材として機能
し、かつ、等しい二等辺三角形の等しい二辺の交点の接
合が外側からの溶接等によってなされるので、その製造
を容易に行うことができる。第2の構造用パネルによれ
ば、第1のものと同様の作用効果が得られる他、曲げ強
度が高くなるので、その強度を高めることができる。
又、第3の構造用パネルに依れば、第1又は、第2のも
のと同様の作用効果が得られる他、剛性(耐震対応)や
断熱性、遮音性等が高められるので、構造用パネルを多
機能を有するものとすることができる。
As described above, according to the first structural panel of the present invention, a part of the steel plate functions as a lattice material, and the joining of the intersections of two equal sides of an equal isosceles triangle is performed. Since it is performed by welding or the like from the outside, it can be easily manufactured. According to the second structural panel, the same operation and effect as those of the first panel can be obtained, and the bending strength is increased, so that the strength can be increased.
According to the third structural panel, the same operation and effect as those of the first or second panel can be obtained, and rigidity (corresponding to earthquake), heat insulation, sound insulation, and the like can be enhanced. The panel can have multiple functions.

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

【図1】本発明に係る構造用パネルの実施の形態の一例
を示す平面図である。
FIG. 1 is a plan view showing an example of an embodiment of a structural panel according to the present invention.

【図2】図1の構造用パネル正面図である。FIG. 2 is a front view of the structural panel of FIG. 1;

【図3】図1の構造用パネル側面図である。FIG. 3 is a side view of the structural panel of FIG. 1;

【図4】図1におけるIV−IV線矢視拡大断面図であ
る。
FIG. 4 is an enlarged sectional view taken along line IV-IV in FIG.

【符号の説明】[Explanation of symbols]

1 パネル本体 2 溝型鋼 3 充填材 1 Panel body 2 Channel steel 3 Filler

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】鋼板をその任意の一辺と平行な直線に沿っ
て折り曲げ、任意の一辺と直角な辺側から見て同じ大き
さの多数の二等辺三角形が隣接するもの同士で等しい二
辺の交点と底辺が直線上にあるようになし、かつ、等し
い二辺の交点を接合したことを特徴とする構造用パネ
ル。
1. A steel plate is bent along a straight line parallel to any one side thereof, and a plurality of isosceles triangles having the same size as viewed from a side perpendicular to any one side are equal to each other. A structural panel characterized in that the intersection and the base are on a straight line, and that the intersections of two equal sides are joined.
【請求項2】少なくとも任意の一辺と直角な2つの辺の
縁部に溝型鋼・アングルなどを使用し、嵌着したことを
特徴とする請求項1記載の構造用パネル。
2. The structural panel according to claim 1, wherein at least two edges perpendicular to one arbitrary side are fitted with channel steel, angles or the like.
【請求項3】端面が二等辺三角形をなす中空部に普通コ
ンクリート、軽量骨材コンクリート、発泡コンクリート
又は発泡プラスチック、その他ガラス、木質、砂等が充
填されていることを特徴とする請求項1又は2の構造用
パネル。
3. A hollow part whose end face forms an isosceles triangle is filled with ordinary concrete, lightweight aggregate concrete, foamed concrete or foamed plastic, other glass, wood, sand, or the like. 2 structural panels.
JP15843599A 1999-04-28 1999-04-28 Structural panel Expired - Fee Related JP4065965B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15843599A JP4065965B2 (en) 1999-04-28 1999-04-28 Structural panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15843599A JP4065965B2 (en) 1999-04-28 1999-04-28 Structural panel

Publications (2)

Publication Number Publication Date
JP2000314205A true JP2000314205A (en) 2000-11-14
JP4065965B2 JP4065965B2 (en) 2008-03-26

Family

ID=15671712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15843599A Expired - Fee Related JP4065965B2 (en) 1999-04-28 1999-04-28 Structural panel

Country Status (1)

Country Link
JP (1) JP4065965B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101101326B1 (en) * 2009-03-10 2011-12-30 주식회사 우정테크 Non-flammable building panel and its manufacturing method
CN106032691A (en) * 2015-03-12 2016-10-19 天津武铄科技有限公司 A thermal-insulating sound-insulating light wall plate
CN114922544A (en) * 2022-04-14 2022-08-19 江苏科技大学 Nuclear power door

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101101326B1 (en) * 2009-03-10 2011-12-30 주식회사 우정테크 Non-flammable building panel and its manufacturing method
CN106032691A (en) * 2015-03-12 2016-10-19 天津武铄科技有限公司 A thermal-insulating sound-insulating light wall plate
CN114922544A (en) * 2022-04-14 2022-08-19 江苏科技大学 Nuclear power door

Also Published As

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JP4065965B2 (en) 2008-03-26

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