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JP4152582B2 - Curved structure of frame material and curved wall using it - Google Patents
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JP4152582B2 - Curved structure of frame material and curved wall using it - Google Patents

Curved structure of frame material and curved wall using it Download PDF

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Publication number
JP4152582B2
JP4152582B2 JP2000389692A JP2000389692A JP4152582B2 JP 4152582 B2 JP4152582 B2 JP 4152582B2 JP 2000389692 A JP2000389692 A JP 2000389692A JP 2000389692 A JP2000389692 A JP 2000389692A JP 4152582 B2 JP4152582 B2 JP 4152582B2
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Japan
Prior art keywords
curved
frame material
wall
curved wall
curvature
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JP2000389692A
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JP2002188233A (en
Inventor
良道 河合
哲士 堀部
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Nippon Steel Corp
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Nippon Steel Corp
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/7481Locating rails with adjustable curvature

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  • Load-Bearing And Curtain Walls (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、溝形鋼を用いた枠材の曲線化構造とそれを横枠材として用いた曲面壁および枠材に関する。
【0002】
【従来の技術】
建築構造物内に設けられる曲線状通路や部屋の仕切りなどを構成する曲面壁の上下の横枠材を簡易に構成する手段として、従来技術にResidential steel framing handbook[Robert Scharff and the editors of Walls & ceilings magazine(1996)]のP278に開示される横枠材がある(図7および図8参照)。
【0003】
上記従来技術の横枠材11は、溝形鋼12と縦帯板14とからなる。溝形鋼12は、その外側フランジ12aからウエブ12cに及ぶ切り込み13が所要の間隔をおいて入れられ、その切り込み部13にて内側フランジ12bが折り曲げられて、平面視で多角形の湾曲溝状に形成されている。
【0004】
つぎに、縦帯板14が、その湾曲溝の外縁を構成する外側フランジ12aの内側面にあてがわれて、カシメ・ファスナーなどにより接合されている。つまり、縦帯板14は、横枠材11の外側フランジ12aの多角形状に合わせて折り曲げられており、外側フランジ12aの切り込み13部が開いて形成される三角形の底辺のすきまに配置されて間隔を保持している(図8または図9参照)。
【0005】
そして、横枠材11の湾曲した溝内には、リップ付溝形鋼の縦枠材15が嵌め込まれた後、さらに壁板16が横枠材11の外側フランジ12aにあてがわれ、ドリルねじ17などにより共締め接合されて曲面壁が構成される。なお、図10に上記従来技術による曲面壁の縦断面図を示す。
【0006】
【発明が解決しようとする課題】
ここで上記従来技術の構成によると、次のような問題点がある。
まず、横枠材11の組立時においては、溝形鋼12を湾曲させて縦帯板14を取付けなければならないが、組立時に湾曲の形状を正確に維持するためには、治具または型が必要であり、作業が煩雑となる。
【0007】
また、横枠材11の外側フランジ12a部(曲面壁の外側上下端部)では、曲面壁の内側から外側へ向かって、縦枠材15(リップ付溝形鋼)のフランジ15a、縦帯板14、横枠材11の外側フランジ12a、壁板16の4つの板材が重なることになる(図10参照)。
【0008】
したがって、壁板16の外面は、曲面壁の上下端部のみ縦帯板14と外側フランジ12aの2枚の板厚分だけ外側に出っ張ることになり、仕上げ後の曲面壁の美観が著しく損なわれる。しかも、曲面壁の上下端部が出っ張ることにより、接合時に面材や仕上げ材が変形または破壊されることも生じる。
【0009】
本発明は、上記従来技術の欠点を除くためになされたものであり、曲面壁板の外面の出っ張りを抑制すると共に、曲面の形状を維持するための治具または型を不要とする枠材の曲線化構造とそれを用いた曲面壁および枠材の提供を目的とする。
【0010】
【課題を解決するための手段】
第1の発明の枠材の曲線化構造では、溝形鋼3の片側フランジ3aおよびウエブ3cに切り込みを入れて該切り込み部にて他側フランジ3bを折り曲げて湾曲させると共に、ウェブ3cの内面に曲面壁の曲率に合わせた形状の帯板4を重ねて取り付けることにより前記湾曲が該曲率に維持されることを特徴とする。
【0011】
第2の発明は、第1の発明において、前記溝形鋼3のウエブと帯板4とをカシメ、ファスナー、スポット溶接のいずれかの接合手段を用いて接合することを特徴とする。
【0012】
第3の発明は、第1または第2の発明における枠材を横枠材1として用い、該枠材に接合する壁板8の接合部の出っ張りを抑制することを特徴とする曲面壁である。
【0013】
第4の発明は、溝形鋼の片側フランジおよびウエブに切り込みを入れて該切り込み部にて他側フランジを折り曲げて湾曲させると共に、ウェブの内面に曲面壁の曲率に合わせた形状の帯板を重ねて取り付けたことを特徴とする枠材である。
【0014】
<作用>
本発明によると、湾曲形成した溝形鋼3のウエブ3cの内面に曲面壁2の曲率に合わせた帯板4を重ねて接合するため、容易かつ正確に所定の曲率を有する横枠材1を組み立てることができる。
【0015】
また、帯板4によって溝形鋼3の曲率が維持されるため、曲率を維持するための新たな治具が不要となり、作業の能率化を図ることができる。
【0016】
また、曲面壁2の上下端部において、縦枠材7と壁板8の間には、フランジ3aが1枚挟まるだけであり、壁板8の出っ張りは、従来技術に比べて抑制される(図5参照)。すなわち、仕上げ後の曲面壁2は、美観に優れ、かつ接合時に面材や仕上げ材が変形または破壊されることも抑制される。
【0017】
【発明の実施の形態】
本発明の一実施形態について図1〜図6を参照して説明する。図1、図2は本実施形態の曲面壁に用いられる横枠材の構成を示す斜視図である。図3、図4はそれぞれ縦枠材との組立状態を示す斜視図、平面図である。図5は曲面壁の縦断面図である。図6は変曲点を有する曲面壁に適用する場合の横枠材を示す説明図である。
【0018】
横枠材1は、曲面壁2(図5参照)の上下端に用いられ、図1に示すように溝形鋼3と帯板4とから構成される。
【0019】
溝形鋼3は、0.5〜2.3mm程度の薄鋼板に折り曲げ加工が施されて溝状に形成されると共に、一方のフランジに切り込み5が施されて形成され、平面視で多角形の湾曲溝状に形成され、湾曲溝の外縁を構成する外側フランジ3aからウエブ3cの全幅に及ぶ切り込み5が、間隔をおいて平行に入れられる。この切り込み5の間隔は、多角形状等の曲面壁の曲率に対応して定まる。そして、内側フランジ3bが切り込み端において折り曲げられて、所定の曲率壁面に接する多角形の湾曲溝状に形成される。なお、直線壁に移行するに伴い、切り込み5は不要となる。
【0020】
帯板4は、内周側面または外周側面の一方または両方の曲率が、所定の壁面曲率と同じ曲率に形成されている。帯板4の材質としては、特に限定するものではないが、例えば0.5〜2.3mm程度の厚さを有する薄鋼板・プラスチック板などが挙げられる。
【0021】
帯板4は、ウエブ3c(湾曲溝の底部)内面に重ね合わせるようにして溝形鋼3の内側に挿入され、湾曲溝の所定の曲率を保持するための治具(すなわち定規)の役割を果たす。つまり、帯板4を溝形鋼3に挿入すると、外側フランジ3aの内側面の中間部と帯板4の外周面が点接触するか、内側フランジ3bの切り込み端と帯板4の内周面が点接触するか、あるいは帯板4の外周面と内周面の両方がそれぞれフランジ3a、3bに点接触することで、横枠材1の湾曲溝の曲率は所定の曲率に矯正維持される。
【0022】
そして、溝形鋼3と帯板4が、例えばカシメ、スポット溶接、リベット等のファスナー6などにより接合され、横枠材1が構成される。曲面壁の上下端用としては、線対称形状の横枠材1が一対必要となるが、帯板4は同一形状のものを使用すればよい。
【0023】
次に、図3に示すように、横枠材1に、薄鋼板を折り曲げ加工して形成したリップ付溝形鋼を用いた縦枠材7を立設する。ここで、図4は横枠材1の湾曲溝内に帯板4を接合し、さらに縦枠材7を立設した状態を示した拡大平面図である。なお、図4では多角形の各辺毎に縦枠材7を立設している。
【0024】
図3、図4のいずれの場合も、縦枠材7は所定の間隔で湾曲溝に挿入され、縦枠材7は後述する壁板8と共に、ドリルねじなどのファスナー6(図5)で横枠材1の両側フランジ3a、3bに接合されている。
【0025】
なお、曲面壁にかかる応力は、内側フランジ3bと帯板4により壁全体が負担するため、曲面壁の強度は十分担保される。
【0026】
図5は壁板8を取付けた状態の曲面壁2の縦断面を示す。なお、曲面壁2の内側面の壁板8は図示を省略している。
【0027】
曲面壁2の外側面(曲率大側面)には、6mm厚程度の石膏ボード、木質合板などの壁板8がドリルねじ6により縦枠材7および上下端の横枠材1に接合されている。このとき、外側面の上下端における板材の重ね合わせは、内部側から外側へ向かって、縦枠材フランジ7a、横枠材1の外側フランジ3a、壁板8の3枚である。つまり、壁板8の外面は横枠材1のフランジ1枚分のみ出っ張ることになり、従来技術に比べて仕上げ後の美観に優れ、また面材や仕上げ材が変形または破壊するおそれも抑制される。
【0028】
図6は、実施形態の1変形例として、曲面壁2(横枠材1)が変曲点9を有する場合の横枠材1の平面形状を示す。変曲点9を境に横枠材1の外側面(曲率大側面)が内側面に切り替わるだけで曲面壁2の連続性が維持される。また、変曲点9を境に曲面壁2の曲率が変わる場合には帯板4の曲率を調整し、溝形鋼3に入れる切り込み5の間隔を調整することにより対応可能である。
【0029】
なお、このように曲面壁2の曲率の変化に対応するためにも、切り込み5部にて溝形鋼3を分離して個々に独立した溝形ブロック(図示を省略する)とすることもできる。この場合、帯板4の曲率を調整し、溝形ブロックに組み合わせることにより曲面壁2の曲率の変化に対応した横枠材1を形成することも容易である。
【0030】
以上、実施形態にもとづき本発明における枠材の曲線化構造と曲面壁を説明したが、上記横枠材1の用途は建物の曲面壁に限定されるものではない。例えば、容易かつ正確に所定の曲率を有する横枠材が組み立てることができる特性を生かして、博覧会などで用いられる組立式仮設曲面壁の部材に横枠材1を用いることもできる。さらに別の用途として、曲面天井の構成材に横枠材1を縦向きあるいは傾斜した状態で用いることもできる。
【0031】
【発明の効果】
以上の説明から明らかなように、本発明では、湾曲形成した溝形鋼のウエブ内面に重ね合わせて接合される帯板が溝形鋼の曲率を維持する治具の役割を兼ねる。したがって、曲率を維持するための新たな治具が不要となることから施工能率が上がり、かつ設計通りの施工ができるため施工精度が向上する。
【0032】
また、曲面壁の上下端部において、縦枠材と壁板の間にはフランジが1枚挟まるだけであり、壁板の出っ張りは従来技術に比べて抑制される。すなわち、仕上げ後の曲面壁は美観に優れ、かつ接合時に面材や仕上げ材が変形または破壊されることも抑制される。
【0033】
さらに、接合される鋼板の枚数の減少によりドリルねじ等による接合作業が容易化され、施工能率が向上する。
【図面の簡単な説明】
【図1】本発明の一実施形態の曲面壁に用いられる横枠材の構成を示す斜視図である。
【図2】一実施形態の曲面壁に用いられる横枠材の接合状態を示す斜視図である。
【図3】一実施形態の縦枠材との組立状態を示す斜視図である。
【図4】一実施形態の縦枠材との組立状態を示す平面図である。
【図5】(a)は一実施形態の曲面壁の縦断面図であり、(b)は溝形鋼のウエブと帯板とのカシメ接合の例を示す縦断面図である。
【図6】一実施形態の変曲点を有する曲面壁に適用する場合の横枠材の平面形状を示す説明図である。
【図7】従来例の曲面壁に用いられる横枠材の構成を示す斜視図である。
【図8】従来例の曲面壁に用いられる横枠材の組立状態を示す斜視図である。
【図9】従来例の縦枠材との組立状態を示す平面図である。
【図10】従来技術の曲面壁の縦断面図である。
【符号の説明】
1 横枠材
2 曲面壁
3 溝形鋼
3a 外側フランジ
3b 内側フランジ
3c ウエブ
4 帯板
5 切り込み
6 ファスナー、ドリルねじ
7 縦枠材
7a 縦枠材フランジ
8 壁板
9 変曲点
11 横枠材
12 溝形鋼
12a 外側フランジ
12b 内側フランジ
12c ウェブ
13 切り込み
14 縦帯板
15 縦枠材(リップ付溝形鋼)
15a フランジ
16 壁材
17 ドリルねじ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a curved structure of a frame material using channel steel, and a curved wall and a frame material using the same as a horizontal frame material.
[0002]
[Prior art]
As a means of easily constructing the upper and lower horizontal frame material of curved walls that constitute curved passages and room partitions provided in building structures, the conventional steel framing handbook [Robert Scharff and the editors of Walls & There is a horizontal frame material disclosed in P278 of ceilings magazine (1996)] (see FIGS. 7 and 8).
[0003]
The above-described prior art horizontal frame member 11 includes a grooved steel 12 and a vertical strip 14. The groove steel 12 has a notch 13 extending from the outer flange 12a to the web 12c at a predetermined interval, and the inner flange 12b is bent at the notch 13 to form a polygonal curved groove shape in plan view. Is formed.
[0004]
Next, the vertical strip 14 is applied to the inner surface of the outer flange 12a constituting the outer edge of the curved groove and joined by caulking / fastening or the like. In other words, the vertical strip 14 is bent in accordance with the polygonal shape of the outer flange 12a of the horizontal frame member 11, and is disposed in the gap between the bottoms of the triangle formed by opening the cut portion 13 of the outer flange 12a. (See FIG. 8 or FIG. 9).
[0005]
And after the vertical frame material 15 of the lip-shaped channel steel is fitted in the curved groove | channel of the horizontal frame material 11, the wall board 16 is further applied to the outer side flange 12a of the horizontal frame material 11, and a drill screw 17 and the like are joined together to form a curved wall. FIG. 10 is a longitudinal sectional view of a curved wall according to the above-described prior art.
[0006]
[Problems to be solved by the invention]
Here, according to the configuration of the above prior art, there are the following problems.
First, at the time of assembling the horizontal frame member 11, the grooved steel 12 must be bent and the vertical strip 14 must be attached. However, in order to accurately maintain the curved shape at the time of assembly, a jig or mold is used. This is necessary and complicated.
[0007]
Further, at the outer flange 12a portion (outer upper and lower end portions of the curved wall) of the horizontal frame member 11, the flange 15a of the vertical frame member 15 (grooved steel with lip), the vertical strip, from the inner side to the outer side of the curved wall. 14, the four plate members of the outer flange 12 a of the horizontal frame member 11 and the wall plate 16 overlap (see FIG. 10).
[0008]
Therefore, the outer surface of the wall plate 16 protrudes to the outside only by the plate thickness of the vertical strip 14 and the outer flange 12a only at the upper and lower ends of the curved wall, and the aesthetic appearance of the curved wall after finishing is significantly impaired. . In addition, the upper and lower end portions of the curved wall protrude, and the face material and the finishing material may be deformed or destroyed at the time of joining.
[0009]
The present invention has been made in order to eliminate the above-mentioned disadvantages of the prior art, and suppresses the protrusion of the outer surface of the curved wall plate and eliminates the need for a jig or mold for maintaining the curved shape. The object is to provide a curved structure and a curved wall and frame material using the same.
[0010]
[Means for Solving the Problems]
In the curved structure of the frame material of the first invention, the one side flange 3a and the web 3c of the channel steel 3 are cut, and the other side flange 3b is bent and bent at the cut portion, and the inner surface of the web 3c is bent. The curvature is maintained at the curvature by attaching the band plate 4 having a shape matching the curvature of the curved wall.
[0011]
The second invention is characterized in that, in the first invention, the web of the grooved steel 3 and the strip plate 4 are joined by using any one joining means of caulking, fastener or spot welding.
[0012]
3rd invention is a curved wall characterized by using the frame material in 1st or 2nd invention as the horizontal frame material 1, and suppressing the protrusion of the junction part of the wall board 8 joined to this frame material. .
[0013]
According to a fourth aspect of the present invention, a strip having a shape matching the curvature of the curved wall is formed on the inner surface of the web while making a cut on one side flange and web of the channel steel and bending the other side flange at the cut portion. It is a frame material characterized by being stacked and attached.
[0014]
<Action>
According to the present invention, since the strip 4 matched with the curvature of the curved wall 2 is overlapped and joined to the inner surface of the web 3c of the grooved steel 3 which is curved, the horizontal frame member 1 having a predetermined curvature can be easily and accurately. Can be assembled.
[0015]
Moreover, since the curvature of the channel steel 3 is maintained by the strip plate 4, a new jig for maintaining the curvature is not required, and work efficiency can be improved.
[0016]
Further, only one flange 3a is sandwiched between the vertical frame member 7 and the wall plate 8 at the upper and lower ends of the curved wall 2, and the protrusion of the wall plate 8 is suppressed as compared with the prior art ( (See FIG. 5). That is, the curved wall 2 after finishing is excellent in aesthetics, and the surface material and the finishing material are also prevented from being deformed or broken during joining.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described with reference to FIGS. 1 and 2 are perspective views showing a configuration of a horizontal frame member used for the curved wall according to the present embodiment. 3 and 4 are a perspective view and a plan view, respectively, showing the assembled state with the vertical frame member. FIG. 5 is a longitudinal sectional view of the curved wall. FIG. 6 is an explanatory diagram showing a horizontal frame material when applied to a curved wall having inflection points.
[0018]
The horizontal frame member 1 is used at the upper and lower ends of the curved wall 2 (see FIG. 5), and is composed of a grooved steel 3 and a strip 4 as shown in FIG.
[0019]
The grooved steel 3 is formed by bending a thin steel plate having a thickness of about 0.5 to 2.3 mm into a groove shape, and by forming a notch 5 in one flange, and is polygonal in plan view. Are formed in a curved groove shape, and incisions 5 extending from the outer flange 3a constituting the outer edge of the curved groove to the entire width of the web 3c are put in parallel at intervals. The interval between the cuts 5 is determined in accordance with the curvature of a curved wall such as a polygonal shape. Then, the inner flange 3b is bent at the cut end and formed into a polygonal curved groove shape in contact with a predetermined curvature wall surface. It should be noted that the cut 5 is not necessary with the transition to the straight wall.
[0020]
The band plate 4 is formed such that the curvature of one or both of the inner peripheral side surface and the outer peripheral side surface is the same as a predetermined wall surface curvature. Although it does not specifically limit as a material of the strip | belt board 4, For example, the thin steel plate and the plastic board etc. which have thickness of about 0.5-2.3 mm are mentioned.
[0021]
The band plate 4 is inserted inside the grooved steel 3 so as to overlap with the inner surface of the web 3c (bottom of the curved groove), and serves as a jig (ie, a ruler) for maintaining a predetermined curvature of the curved groove. Fulfill. That is, when the strip 4 is inserted into the channel steel 3, the intermediate portion of the inner surface of the outer flange 3a and the outer peripheral surface of the strip 4 are in point contact, or the cut end of the inner flange 3b and the inner peripheral surface of the strip 4 Are point-contacted, or both the outer peripheral surface and inner peripheral surface of the band plate 4 are point-contacted to the flanges 3a and 3b, respectively, so that the curvature of the curved groove of the horizontal frame member 1 is corrected and maintained at a predetermined curvature. .
[0022]
Then, the grooved steel 3 and the strip 4 are joined by, for example, fasteners 6 such as caulking, spot welding, rivets, etc., and the horizontal frame material 1 is configured. For the upper and lower ends of the curved wall, a pair of line-symmetric horizontal frame members 1 are required, but the band plate 4 may be of the same shape.
[0023]
Next, as shown in FIG. 3, a vertical frame member 7 using a lip-shaped grooved steel formed by bending a thin steel plate is erected on the horizontal frame member 1. Here, FIG. 4 is an enlarged plan view showing a state in which the band plate 4 is joined in the curved groove of the horizontal frame member 1 and the vertical frame member 7 is further erected. In FIG. 4, a vertical frame member 7 is erected for each side of the polygon.
[0024]
3 and 4, the vertical frame member 7 is inserted into the curved groove at a predetermined interval, and the vertical frame member 7 is laterally secured together with a wall plate 8 described later by a fastener 6 such as a drill screw (FIG. 5). The frame member 1 is joined to both side flanges 3a and 3b.
[0025]
Since the stress applied to the curved wall is borne by the entire wall by the inner flange 3b and the strip 4, the strength of the curved wall is sufficiently secured.
[0026]
FIG. 5 shows a longitudinal section of the curved wall 2 with the wall plate 8 attached. The wall plate 8 on the inner surface of the curved wall 2 is not shown.
[0027]
A wall plate 8 such as a gypsum board or wood plywood having a thickness of about 6 mm is joined to the vertical frame member 7 and the upper and lower horizontal frame members 1 by a drill screw 6 on the outer side surface (large curvature side surface) of the curved wall 2. . At this time, the overlapping of the plate members at the upper and lower ends of the outer surface is three pieces, that is, the vertical frame member flange 7a, the outer flange 3a of the horizontal frame member 1, and the wall plate 8 from the inner side to the outer side. In other words, the outer surface of the wall plate 8 protrudes only for one flange of the horizontal frame member 1 and is superior in aesthetics after finishing as compared with the prior art, and the risk of deformation or destruction of the face material and the finishing material is also suppressed. The
[0028]
FIG. 6 shows a planar shape of the horizontal frame member 1 when the curved wall 2 (horizontal frame member 1) has an inflection point 9 as a modification of the embodiment. The continuity of the curved wall 2 is maintained only by switching the outer side surface (large curvature side surface) of the horizontal frame member 1 to the inner side surface at the inflection point 9. Further, when the curvature of the curved wall 2 changes with the inflection point 9 as a boundary, it can be dealt with by adjusting the curvature of the strip 4 and adjusting the interval of the notches 5 inserted into the grooved steel 3.
[0029]
In order to cope with the change in the curvature of the curved wall 2 as described above, the grooved steel 3 can be separated at the notch 5 portion to form independent groove blocks (not shown). . In this case, it is also easy to form the horizontal frame material 1 corresponding to the change in the curvature of the curved wall 2 by adjusting the curvature of the strip 4 and combining it with the groove block.
[0030]
As mentioned above, although the curving structure and curved wall of the frame material in this invention were demonstrated based on embodiment, the use of the said horizontal frame material 1 is not limited to the curved wall of a building. For example, the horizontal frame material 1 can be used as a member of an assembling-type temporary curved wall used in an exposition or the like, taking advantage of the property that a horizontal frame material having a predetermined curvature can be easily and accurately assembled. As another application, the horizontal frame member 1 can be used in a vertically or inclined state as a constituent material of a curved ceiling.
[0031]
【The invention's effect】
As is apparent from the above description, in the present invention, the band plate that is overlapped and joined to the inner surface of the curved grooved steel web also serves as a jig for maintaining the curvature of the grooved steel. Therefore, since a new jig for maintaining the curvature is not required, the construction efficiency is improved and the construction can be performed as designed, so that the construction accuracy is improved.
[0032]
Further, only one flange is sandwiched between the vertical frame member and the wall plate at the upper and lower end portions of the curved wall, and the protrusion of the wall plate is suppressed as compared with the prior art. That is, the curved wall after finishing is excellent in aesthetics, and deformation or destruction of the face material and the finishing material at the time of joining is also suppressed.
[0033]
Further, the reduction of the number of steel plates to be joined facilitates the joining work using a drill screw or the like, and the construction efficiency is improved.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a configuration of a horizontal frame member used for a curved wall according to an embodiment of the present invention.
FIG. 2 is a perspective view showing a joined state of a horizontal frame member used for a curved wall according to an embodiment.
FIG. 3 is a perspective view showing an assembled state with a vertical frame member according to an embodiment.
FIG. 4 is a plan view showing an assembled state with the vertical frame member of the embodiment.
5A is a longitudinal sectional view of a curved wall according to an embodiment, and FIG. 5B is a longitudinal sectional view showing an example of caulking joining between a grooved steel web and a strip.
FIG. 6 is an explanatory diagram showing a planar shape of a horizontal frame member when applied to a curved wall having an inflection point according to one embodiment.
FIG. 7 is a perspective view showing a configuration of a horizontal frame member used for a curved wall of a conventional example.
FIG. 8 is a perspective view showing an assembled state of a horizontal frame member used for a curved wall of a conventional example.
FIG. 9 is a plan view showing an assembly state with a conventional vertical frame member.
FIG. 10 is a longitudinal sectional view of a conventional curved wall.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Horizontal frame material 2 Curved wall 3 Channel steel 3a Outer flange 3b Outer flange 3c Web 4 Strip plate 5 Notch 6 Fastener, drill screw 7 Vertical frame material 7a Vertical frame material flange 8 Wall plate 9 Inflection point 11 Horizontal frame material 12 Channel steel 12a Outer flange 12b Inner flange 12c Web 13 Notch 14 Vertical strip 15 Vertical frame material (Ripped channel steel)
15a Flange 16 Wall material 17 Drill screw

Claims (4)

溝形鋼の片側フランジおよびウエブに切り込みを入れて該切り込み部にて他側フランジを折り曲げて湾曲させると共に、ウェブの内面に曲面壁の曲率に合わせた形状の帯板を重ねて取り付けて枠材が構成され、かつ前記湾曲が該曲率に維持されることを特徴とする枠材の曲線化構造。A notch is formed in one side flange and web of channel steel, and the other side flange is bent and curved at the notched portion, and a strip having a shape matching the curvature of the curved wall is attached to the inner surface of the web and attached to the frame material. And a curved structure of the frame material, wherein the curvature is maintained at the curvature. 前記溝形鋼のウエブと帯板をカシメ、ファスナー、スポット溶接のいずれかの接合手段を用いて接合することを特徴とする請求項1に記載の枠材の曲線化構造。The curved structure of the frame material according to claim 1, wherein the grooved steel web and the strip are joined using any one of caulking, fastener, and spot welding. 請求項1または2に記載の枠材を横枠材として用い、該枠材に接合する壁板の接合部の出っ張りを抑制することを特徴とする曲面壁。A curved wall characterized in that the frame material according to claim 1 or 2 is used as a horizontal frame material, and a protrusion of a joint portion of a wall plate joined to the frame material is suppressed. 溝形鋼の片側フランジおよびウエブに切り込みを入れて該切り込み部にて他側フランジを折り曲げて湾曲させると共に、ウェブの内面に曲面壁の曲率に合わせた形状の帯板を重ねて取り付けたことを特徴とする枠材。Incision was made in one side flange and web of channel steel, and the other side flange was bent and curved at the notch, and the belt plate having a shape matched to the curvature of the curved wall was attached to the inner surface of the web. Characteristic frame material.
JP2000389692A 2000-12-22 2000-12-22 Curved structure of frame material and curved wall using it Expired - Fee Related JP4152582B2 (en)

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JP5820098B2 (en) * 2010-01-13 2015-11-24 株式会社テラモト Smoking booth
CN103485446B (en) * 2013-10-12 2015-08-05 广东电白建设集团有限公司 Arc channel-section steel reverse side adhesive film type partition wall and construction technology
JP6849227B2 (en) * 2018-05-10 2021-03-24 株式会社サワタ Wall base material and wall construction method using this
KR102542221B1 (en) * 2021-06-23 2023-06-23 주식회사 승신건설 The constructing method of assembly house
KR102702068B1 (en) * 2022-07-14 2024-09-04 (주)한국주택환경연구원 Multi-runner and method for building wall construction using the same

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