JP2000257191A - Bearing wall member and bearing wall for steel house - Google Patents
Bearing wall member and bearing wall for steel houseInfo
- Publication number
- JP2000257191A JP2000257191A JP11064004A JP6400499A JP2000257191A JP 2000257191 A JP2000257191 A JP 2000257191A JP 11064004 A JP11064004 A JP 11064004A JP 6400499 A JP6400499 A JP 6400499A JP 2000257191 A JP2000257191 A JP 2000257191A
- Authority
- JP
- Japan
- Prior art keywords
- bearing wall
- steel
- face
- load
- channel
- 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.)
- Pending
Links
Landscapes
- Panels For Use In Building Construction (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、スチ−ルハウスの
耐力壁部材および耐力壁に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load-bearing wall member and a load-bearing wall of a steel house.
【０００２】[0002]
【従来の技術】スチ−ルハウスの耐力壁部材は、図８
（ａ），（ｂ），（ｃ）に示すように、スタッドと呼ぶ
鉛直部材（通常、溝形鋼を使用）１と、トラックと呼ぶ
水平部材（通常、溝形鋼を使用）２を組み合わせて形成
した矩形の枠の両面に、合板、石膏ボ−ド等の面材３，
３を当て、タッピンねじ４〜４を所定の間隔を空けてね
じ込み、形成される。なお、タッピンネジについては、
３頁の中段に説明している。2. Description of the Related Art A load-bearing wall member of a steel house is shown in FIG.
As shown in (a), (b) and (c), a vertical member (usually using a channel steel) 1 called a stud and a horizontal member (usually using a channel steel) 2 called a truck are combined. Face material such as plywood, gypsum board, etc. on both sides of the rectangular frame
3 is applied and tapping screws 4 to 4 are screwed in at a predetermined interval. For tapping screws,
This is described in the middle of page 3.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、上述の
ように形成されスチ−ルハウスの耐力壁部材は、溝形鋼
と合板等を構造要素としながらも、剛性と耐力をタッピ
ンねじによる接合部の性能に大きく依存し、一面剪断型
であるため、耐力壁として、合板や形鋼の耐力を十分に
活かすことができなかった。However, the load-bearing wall member of the steel house formed as described above has a rigidity and a proof strength of a joint portion formed by tapping screws while using a channel steel and plywood as structural elements. Because of the one-side shearing type, it was not possible to fully utilize the strength of plywood or shaped steel as a bearing wall.
【０００４】本発明は、上記のような問題を解消し、剛
性および耐力のより大きなスチ−ルハウスの耐力壁部材
およびそれを使用した壁を提供することを目的とする。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problems and to provide a steel-bearing wall member of a steel house having higher rigidity and proof strength and a wall using the same.
【０００５】[0005]
【課題を解決するための手段】本発明は、上記目的を以
下のものにより達成する。The present invention achieves the above object by the following.
【０００６】請求項１の発明は、面材の周縁を、その表
裏の両面から形鋼により挟み、形鋼と面材にタッピンね
じまたは釘を打ち込み締結して形成したスチ−ルハウス
の耐力壁部材である。According to the first aspect of the present invention, a load-bearing wall member of a steel house is formed by sandwiching a peripheral edge of a face material from both front and rear surfaces thereof with a shaped steel and driving and fastening a tapping screw or a nail to the shaped steel and the face material. It is.
【０００７】請求項２の発明は、請求項１の発明の耐力
壁部材の形鋼を組み合わせて、建物の壁面を形成してな
るスチ−ルハウスの耐力壁である。[0007] A second aspect of the present invention is a load-bearing wall of a steel house formed by forming the wall surface of a building by combining the shape steel of the load-bearing wall member of the first invention.
【０００８】請求項１の発明は、耐力壁部材の面材と形
鋼の接合が、二面せん断型であるから、一面せん断型接
合である従来の耐力壁部材より、その剛性および耐力が
大幅に向上する。According to the first aspect of the present invention, since the joint between the face material of the load-bearing wall member and the shape steel is a double shear type, the rigidity and the proof stress are greater than those of the conventional load-bearing wall member which is a single shear type connection. To improve.
【０００９】次に、この理由を説明する。従来の耐力壁
部材の形鋼と面材に、外力が作用した様子をモデル的に
示したものが、図９である。面材３に左向きの水平力Ｑ
1が、それと接合される形鋼１（または、２）に右向き
の水平力Ｑ1が作用すると、図のように、タッピンねじ
４の頭が、タッピンねじの形鋼にねじ込み点から左側に
δだけ変位する。このときの面材の変形量、換言すれ
ば、タッピンねじ１本相当の接合部の剛性または耐力
は、底辺をδ、高さをｈ（面材の厚さ）とする直角三角
形の面積Ａ1＝δｈ／２に比例すると考えることができ
る。Next, the reason will be described. FIG. 9 is a model diagram showing a state in which an external force acts on the shaped steel and the face material of the conventional load-bearing wall member. Leftward horizontal force Q on face material 3
1 is therewith shaped steel 1 to be joined (or, 2) when the horizontal force to Q 1 rightward acts on, as shown in the figure, the head of the tapping screw 4, to the left from the screwing point in the form steel tapping screw δ Only displace. At this time, the deformation amount of the face material, in other words, the rigidity or proof stress of the joint portion equivalent to one tapping screw is represented by an area A 1 of a right triangle having a base δ and a height h (thickness of the face material). = Δh / 2.
【００１０】一方、本発明の耐力壁部材の形鋼と面材
に、外力が作用した様子をモデル的に示したものが、図
１０である。面材３に左向きの水平力Ｑ2が、それと接
合される形鋼１（または、２）に右向きの水平力Ｑ2が
作用すると、タッピンねじは、面材を挟んでいる上下の
形鋼により支持、固定されているから、面材だけが図示
のように、δだけ変位する。上述と同様に、この場合の
タッピンねじ１本相当の接合部の剛性または耐力は、１
辺をδとし、他辺をｈとする矩形の面積Ａ2＝δｈに比
例すると考えることができる。On the other hand, FIG. 10 is a model diagram showing a state in which an external force acts on the shaped steel and the face material of the load-bearing wall member of the present invention. The surface material 3 is left in the horizontal force Q 2, same shape steel 1 to be joined (or 2) to the horizontal force rightward Q 2 is applied, tapping screw, the upper and lower section steel sandwiching a face plate Since it is supported and fixed, only the face material is displaced by δ as shown. As described above, in this case, the rigidity or proof strength of the joint equivalent to one tapping screw is 1
It can be considered that it is proportional to the area A 2 = δh of a rectangle where the side is δ and the other side is h.
【００１１】そこで、本発明の耐力壁部材と従来の耐力
壁部材の剛性の比ｒをとると、ｒ＝Ａ2／Ａ1＝２とな
る。すなわち、本発明の耐力壁部材の剛性または耐力
は、従来の耐力壁部材のそれの２倍になることが分か
る。Therefore, when the rigidity ratio r of the load-bearing wall member of the present invention and the conventional load-bearing wall member is taken, r = A 2 / A 1 = 2. That is, it is understood that the rigidity or the proof stress of the load-bearing wall member of the present invention is twice that of the conventional load-bearing wall member.
【００１２】また、二面剪断型の接合方法を採用する場
合、面材からタッピンねじまたは釘が抜け出すことがな
いため、接合部の耐力は、面材の支圧強度に支配される
ものと考えられる。よって、二面せん断型の強度方式に
より耐力の増加も可能となる。When the two-surface shearing joining method is adopted, since the tapping screw or nail does not come off from the face material, it is considered that the proof strength of the joint part is governed by the bearing strength of the face material. Can be Therefore, it is possible to increase the proof stress by the double shear type strength method.
【００１３】このような耐力壁部材を組み合わせてスチ
−ルハウスの耐力壁を形成すれば、剛性および耐力の非
常に高い耐力壁となる。[0013] If the load-bearing walls of the steel house are formed by combining such load-bearing wall members, the load-bearing walls have extremely high rigidity and strength.
【００１４】[0014]
【発明の実施の形態】本発明の実施の形態を図面に基づ
いて以下に説明する。Embodiments of the present invention will be described below with reference to the drawings.
【００１５】基本の耐力壁部材：図１は、本発明の基本
となる耐力壁部材を示すもので，（ａ）は正面図、
（ｂ）は（ａ）図のＡ−Ａ断面図、および、（ｃ）はそ
の斜視図、（ｄ）は図１（ｃ）のＢ−Ｂ断面図である。Basic load-bearing wall member: FIG. 1 shows a basic load-bearing wall member of the present invention, wherein FIG.
1B is a sectional view taken along line AA of FIG. 1A, FIG. 1C is a perspective view thereof, and FIG. 1D is a sectional view taken along line BB of FIG.
【００１６】１は形鋼からなる鉛直部材、２は形鋼から
なる水平部材、３は合板、石膏ボ−ド等からなる所定の
厚さを有する矩形状の面材である。図１（ａ）に示すよ
うに、面材３の長辺周縁部の上下に鉛直部材であるリッ
プ溝形鋼１、１のウエブ１ａ面を当て、鉛直部材のウエ
ブ１ａ、１ａで面材３を挟み、所定の間隔をもってタッ
ピンねじ４〜４をねじ込み、一体化し、また、面材３の
短辺周縁部の上下に水平部材であるリップ溝形鋼２、２
のウエブ面を当て、水平部材のウエブで面材３を挟み、
ウエブに所定の間隔をもってタッピンねじ（または、
釘、以降、釘は省略する）４〜４をねじ込み、３者を一
体化している。なお、鉛直部材１と水平部材２との係合
部は、溝形鋼６（水平部材）を嵌合し、タッピンねじに
て接合し、溶接してある。1 is a vertical member made of a shaped steel, 2 is a horizontal member made of a shaped steel, and 3 is a rectangular face material having a predetermined thickness made of plywood, gypsum board or the like. As shown in FIG. 1 (a), the web 1a surface of the lip channel steel 1, 1 as a vertical member is applied to the upper and lower sides of the long side peripheral portion of the surface material 3, and the web 1a, 1a of the vertical member 3 , The tapping screws 4 to 4 are screwed in at a predetermined interval, and integrated, and the lip channel steels 2, 2 which are horizontal members above and below the short side peripheral portion of the face material 3 are integrated.
, And sandwich the face material 3 with the web of the horizontal member,
Tapping screws (or
Nail, hereinafter, nail is omitted) 4 to 4 are screwed, and the three are integrated. The engaging portion between the vertical member 1 and the horizontal member 2 is formed by fitting a channel steel 6 (horizontal member), joining with a tapping screw, and welding.
【００１７】なお、上述した形鋼（溝形鋼、リップ溝形
鋼）とは、軽量形鋼であり、約２ｍｍ以下の薄鋼板をＵ
字または、Ｕ字の断面のフランジ部上縁にリップ状帯片
を形成するように成形したものであり、タッピンネジと
は、先端にドリル刃を形成させた穴あけ、ねじ込み可能
なネジであり、鋼板にその先端をねじ込むことにより、
鋼板のように硬いものでも、それに穿孔して形鋼同士ま
たは形鋼と木材等を接合するものである。このタッピン
ネジは、押圧手段と回転手段を有する工具または専用機
を使用してねじ込みを行う。Note that the above-mentioned section steel (channel steel, lip channel steel) is a lightweight steel, and a thin steel sheet having a thickness of about 2 mm or less is used as a U-shaped steel.
It is formed to form a lip-shaped strip on the upper edge of the flange portion having a U-shaped or U-shaped cross section. The tapping screw is a screw that can be screwed into a hole with a drill bit formed at the tip. By screwing the tip into
Even a hard material such as a steel plate is perforated to join shaped steel members or to join a shaped steel material to wood or the like. The self-tapping screw is screwed by using a tool having a pressing means and a rotating means or a dedicated machine.
【００１８】[0018]
【実施例】次に、本発明を適用したスチ−ルハウスの耐
力壁部材の具体的構成例について説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A concrete example of a load-bearing wall member of a steel house to which the present invention is applied will now be described.
【００１９】第１実施例（図２（ａ），（ｂ））：中央
の面材３1への鉛直部材であるリップ溝形鋼１および水
平部材であるリップ溝形鋼２の取付け方法は、上述の基
本の耐力壁部材と同じである。この例では、さらに、面
材３1とリップ溝形鋼の枠で形成された凹部に、断熱お
よび防音機能をもたせるために、スチレンフォ−ム５、
５を面材３1、３2に接着剤で固定して入れている。そし
て、面材３1の上下辺に配設した溝形鋼６のフランジ面
に面材３2、３2を当て、面材の上からタッピンねじ４〜
４をねじ込み、面材とリップ溝形鋼を一体化している。[0019] The first embodiment (FIG. 2 (a), (b) ): Mounting method lip groove-shaped steel 2 is a central lip groove-shaped steels 1 and the horizontal member is a vertical member to the face plate 3 1 This is the same as the basic load-bearing wall member described above. In this example, furthermore, the recess formed in the frame side member 3 1 and the lip groove-shaped steel, in order to provide thermal insulation and soundproof, styrene follower - arm 5,
5 is fixed to the face materials 3 1 and 3 2 with an adhesive. Then, against the face material 3 2, 3 2 the flange surface of the interposition steel 6 which is disposed on upper and lower sides of the face plate 3 1, tapping screws 4 to the top plate member
4 is screwed in to integrate the face material and the lip channel steel.
【００２０】第２実施例（図３（ａ），（ｂ），
（ｃ））：中央の面材３1の長辺周縁部の上下に鉛直部
材であるリップ溝形鋼１、１のフランジ１ｂ面を当て、
鉛直部材の一方フランジ１ｂ、１ｂで面材３1を挟み、
フランジに所定の間隔をもってタッピンねじ４〜４をね
じ込み、一体化し、また、面材３1の短辺周縁部の上下
に水平部材であるリップ溝形鋼２，２の一方のフランジ
２ｂ面を当て、水平部材６，６のフランジ６ｂ、６ｂで
面材３1を挟み、フランジに所定の間隔をもってタッピ
ンねじ４〜４をねじ込み、一体化している。この例で
は、さらに、面材３1の周縁に配設したリップ溝形鋼
１，２の他方のフランジ面に面材３2、３2を当て、面材
の上からタッピンねじ４〜４をねじ込み、面材とリップ
溝形鋼を一体化している。A second embodiment (FIGS. 3 (a), 3 (b),
(C)): against the flange 1b face of the lip groove-shaped steel 1, 1 is a vertical member above and below the long side peripheral portion of the center plate member 3 1,
One flange 1b of the vertical member, sandwiching the face plate 3 1 1b,
Flange screwed tapping screw 4 to 4 at a predetermined interval, integral, also rely on one of the flanges 2b surface of the lip groove-shaped steel 2,2 is horizontal member above and below the short side periphery of the face plate 3 1 the flange 6b of the horizontal members 6, sandwiching the face plate 3 1 6b, screwing the tapping screw 4 to 4 at a predetermined interval to the flange, are integrated. In this example, further, against the face material 3 2, 3 2 to the other flange surface of the lip groove-shaped steels 1 and 2 is disposed on the periphery of the face plate 3 1, the tapping screw 4 to 4 from the top plate member Screwing, face material and lip channel steel are integrated.
【００２１】第３実施例（図４（ａ），（ｂ），
（ｃ），（ｄ））：中央の面材３1の長辺周縁部の上下
に鉛直部材であるリップ溝形鋼１、１のウエブ１ａ面を
当て、鉛直部材の一方ウエブ１ａ、１ａで面材３1を挟
み、フランジに所定の間隔をもってタッピンねじ４〜４
をねじ込み、一体化し、また、面材３1の短辺周縁部の
上下に水平部材である溝形鋼２，２の一方のフランジ２
ｂ面を当て、水平部材２，２のフランジ２ｂ、２ｂで面
材３1で挟み、フランジに所定の間隔をもってタッピン
ねじ４〜４をねじ込み、一体化している。そして、面材
３1と溝形鋼の枠で形成された凹部に、断熱および防音
機能をもたせるために、スチレンフォ−ム５、５を面材
３1，３2に接着剤で固定して入れている。そして、面材
３1の周縁に配設した溝形鋼２の他方のフランジ２ｂ，
２ｂ面に面材３2、３2を当て、面材の上からタッピンね
じ４〜４をねじ込み、面材と溝形鋼を一体化している。A third embodiment (FIGS. 4 (a), (b),
(C), (d)): The web 1a surfaces of the lip channel steels 1 and 1 as vertical members are applied to the upper and lower sides of the long side peripheral portion of the center panel 31 and one of the vertical members 1a and 1a is used. sandwiching the face plate 3 1, tapping screws 4 to 4 with a predetermined gap in the flange
Screwing, integrated, also, one of the flanges of the interposition steel 2,2 is horizontal member above and below the short side periphery of the face plate 3 1 2
applying a surface b, sandwiched between the face plate 3 1 flange 2b, 2b of the horizontal members 2, screwing the tapping screw 4 to 4 at a predetermined interval to the flange, it is integrated. Then, the recess formed in the frame side member 3 1 and channel-shaped steel, in order to provide thermal insulation and soundproof, styrene follower - and fixed with an adhesive arm 5,5 to face material 3 1, 3 2 I put it. Then, of the interposition steel 2 which is arranged on the periphery of the face plate 3 1 other flange 2b,
Applying a face material 3 2, 3 2 to 2b surface, screwing the tapping screw 4 to 4 from the top plate member are integrated surface member and the interposition steel.
【００２２】第４実施例（図６（ａ），（ｂ））：中央
の面材３1の長辺周縁部の一方面に鉛直部材であるリッ
プ溝形鋼１２のフランジ１２ｂ面を当て、また、長辺周
縁部の他方面に鉛直部材であるリップ溝形鋼１２のリッ
プ１２ｃを当て、面材３1を挟み、ウエブ１２ａに所定
の間隔をもってタッピンねじ４〜４をねじ込み、３部材
を一体化し、また、面材３1の短辺周縁部の上下に水平
部材である溝形鋼１１，１１のフランジ１１ｂ面を当
て、面材３1を挟み、フランジに所定の間隔をもってタ
ッピンねじ４〜４をねじ込み、３部材を一体化してい
る。[0022] Fourth Embodiment (FIG. 6 (a), (b) ): against the center of the flange 12b faces the lip groove-shaped steel 12 is the vertical member on the one surface of the long side peripheral portion of the face plate 3 1, Moreover, against the lip 12c of the lip groove-shaped steel 12 is the vertical member on the other side of the long side peripheral portion, sandwiching the face plate 3 1, screwing the tapping screw 4 to 4 at predetermined intervals in the web 12a, the third member integrated, also against the flange 11b face of the interposition steel 11, 11 are horizontal members at the top and bottom of the short side periphery of the face plate 3 1 sandwich the face plate 3 1, tapping screws 4 with a predetermined gap in the flange To 4 are screwed in, and three members are integrated.
【００２３】そして、溝形鋼、リップ溝形鋼および面材
の枠で形成された凹部に断熱および防音機能をもたせる
ために、スチレンフォ−ム５、５を面材３1に接着剤で
固定して入れている。さらに、面材３1の一方面の周縁
に配設したリップ溝形鋼１１〜１１の他方のフランジ面
に面材３2を当て、面材の上からタッピンねじ４〜４を
ねじ込み一体化し、また、面材３1の他方面の上下辺に
配設した溝形鋼のフランジ面に面材３2を当て、面材の
上からタッピンねじ４〜４をねじ込み一体化している。[0023] Then, Mizokatachiko, in order to give the recess formed in the frame of the lip groove-shaped steel and face material thermally insulated and soundproof, styrene follower - adhesively secured to arm 5,5 to face material 3 1 And put it in. Moreover, against the face material 3 2 on the other flange surface of the lip groove-shaped steels 11 to 11 which is disposed on one surface of the periphery of the face plate 3 1, the tapping screw 4 to 4 from the top plate member screwed integrally, Moreover, against the face material 3 2 the flange surface of the channel steel which is disposed on the other side of the upper and lower sides of the face plate 3 1, and screwed integrally a tapping screw 4 to 4 from the top plate member.
【００２４】第５実施例（図６（ａ），（ｂ））：中央
の面材３1の長辺周縁部の一方面に鉛直部材である溝形
鋼１１の一方のフランジ１１ｂの内面を当て、長辺周縁
部の他方面に鉛直部材であるリップ溝形鋼１２のウエブ
１２ａ面を当て、面材３1を挟み、さらに、前記一方の
フランジ１１ｂの外面に面材３2を当て、この面材３2の
長辺周縁部上に所定の間隔をもってタッピンねじ４〜４
を溝形鋼１１の一方のフランジ、面材３1およびリップ
溝形鋼のウエブを通してねじ込み、一体化し、また、面
材３1の短辺周縁部の一方面に水平部材である溝形鋼１
１の一方のフランジの内面を当て、さらに、このフラン
ジの外面に前記面材３2を当て、この面材３2の短辺周縁
部上に所定の間隔をもってタッピンねじ４〜４を溝形鋼
１１の一方のフランジ、面材３1およびリップ溝形鋼の
ウエブを通してねじ込み、一体化している。[0024] Fifth Embodiment (FIG. 6 (a), (b) ): the inner surface of one of the flanges 11b of the interposition steel 11 is the vertical member on the one surface of the long side peripheral portion of the center plate member 3 1 hit, hit the web 12a face of the lip groove-shaped steel 12 is the vertical member on the other side of the long side peripheral portion, sandwiching the face plate 3 1, further against the face material 3 2 on the outer surface of the one flange 11b, tapping screw 4 to 4 with a predetermined gap in the face plate 3 2 long sides periphery on
One of the flanges of the interposition steel 11, screwed through the web of the surface material 3 1 and the lip groove-shaped steel, integrated, also interposition steel 1 is a horizontal member on one side of the short side periphery of the face plate 3 1
Against the inner surface of one of one of the flanges, further the surface material 3 2 against the outer surface of the flange, groove-shaped steel tapping screws 4 to 4 with a predetermined gap on the short side peripheral edge of the face plate 3 2 one flange 11, screwed through the web of the surface material 3 1 and the lip groove-shaped steel, are integrated.
【００２５】また、中央の面材３1の他方面に配設した
鉛直部材であるリップ溝形鋼１２のリップ面に同じく鉛
直部材である溝形鋼の他方のフランジの内面を当接させ
たその外面および水平部材である溝形鋼１１の他方のフ
ランジ面に、他の面材３2を当て、この面材の周縁部上
から溝形鋼のフランジを通して、タッピンねじをねじ込
み、一体化している。Further, it is brought into contact with the other of the inner surface of the flange of the channel steel, which is also vertical member to the lip surface of the lip groove-shaped steel 12 is a vertical member which is disposed on the other side of the center of the face plate 3 1 the other flange face of the interposition steel 11 is its outer face and the horizontal member, against the other plate member 3 2, through a flange of the channel steel from the peripheral edge of the face plate, screwing the tapping screw, integral and I have.
【００２６】第６実施例（図７（ａ），（ｂ），
（ｃ））：中央の面材３1の長辺周縁部の両面に鉛直部
材であるリップ溝形鋼１２、１２のウエブ１２ａ面のそ
れぞれを当て、面材３1を挟み、ウエブに所定の間隔を
もってタッピンねじ４〜４をねじ込み、一体化し、また
面材３1の短辺周縁部の両面に水平部材であるリップ溝
形鋼１２、１２のウエブ１２ａ面のそれぞれを当て、面
材３1を挟み、ウエブに所定の間隔をもってタッピンね
じ４〜４をねじ込み、一体化している。The sixth embodiment (FIGS. 7A, 7B,
(C)): against the respective webs 12a face of the lip groove-shaped steel 12 and 12 is the vertical members on both sides of the long side peripheral portion of the center plate member 3 1, sandwiched face plate 3 1, given the web screwing the tapping screw 4 to 4 with an interval, integrated, also against the respective webs 12a face of the lip groove-shaped steel 12 and 12 are horizontal members on both sides of the short side periphery of the face plate 3 1, the face plate 3 1 , And tapping screws 4 to 4 are screwed into the web at a predetermined interval to be integrated.
【００２７】さらに、面材３1の周縁部に配設された鉛
直部材および水平部材であるリップ溝形鋼１２〜１２の
リップ１２ｃ面および溝形鋼のフランジ面に面材３2を
当て、この面材３2の上に、所定の間隔をもってタッピ
ンねじ４〜４をリップ溝形鋼のリップあるいは溝形鋼の
フランジを通してねじ込み、一体化している。Furthermore, against the face material 3 2 the flange surface of the lip 12c surface and groove-shaped steel lip groove-shaped steel from 12 to 12 is the vertical member and the horizontal member provided on the periphery of the face plate 3 1, on the face plate 3 2, screwing the tapping screw 4 to 4 through a flange lip or Mizokatachiko lip groove-shaped steel with a predetermined interval, it is integrated.
【００２８】従来の構造面材は、パネルの表裏にタッピ
ンねじ接合されていたが、この場合、パネルに伝達され
る力が偏心を伴う点が問題とされてきた。しかし、上記
実施例のように、本発明の耐力壁部材をパネルの断面中
心に置くことにより、力が断面中心に伝達されるため、
偏心荷重の発生を回避できる。[0028] The conventional structural face material is connected to the front and back of the panel by tapping screws. In this case, however, there has been a problem that the force transmitted to the panel is eccentric. However, by placing the load-bearing wall member of the present invention at the center of the cross section of the panel as in the above embodiment, the force is transmitted to the center of the cross section.
Eccentric load can be avoided.
【００２９】[0029]
【発明の効果】本発明の耐力壁部材は、面材を上下に配
設した形鋼で挟み、タッピンねじをねじ込み一体化して
形成するから、タッピンねじによる二面せん断型の接合
があるので、一面せん断型の従来のものに比較して、そ
の剛性において２倍程度の向上が得られる。The load-bearing wall member of the present invention is formed by sandwiching a face member between shaped steel members arranged vertically and screwing and forming a tapping screw. Compared with the conventional single shear type, the rigidity thereof is improved about twice.
【００３０】また、従来の一面せん断型では、外力の作
用によりタッピンねじが抜け出すことがあるが、本発明
の二面せん断型接合においては、外力が形鋼より面材に
均等に伝達されるため、タッピンねじが抜け出すことが
なく、耐力の増加が可能である。本発明の耐力壁部材を
組み立てて耐力壁を形成することにより、剛性および耐
力の高い耐力壁となる。Further, in the conventional single shear type, the tapping screw may come off due to the action of external force. However, in the double shear type joint of the present invention, the external force is transmitted more uniformly to the face material than the shaped steel. In addition, the tapping screw does not come off, and the proof stress can be increased. By assembling the load-bearing wall member of the present invention to form a load-bearing wall, the load-bearing wall has high rigidity and high load resistance.
【図１】本発明の基本となる耐力壁部材を示すもので、
（ａ）は正面図、（ｂ）は（ａ）のＡ−Ａ断面図、
（ｃ）はその斜視図、（ｄ）は（ｃ）のＢ−Ｂ断面図で
ある。FIG. 1 shows a basic load-bearing wall member of the present invention.
(A) is a front view, (b) is a sectional view taken along line AA of (a),
(C) is a perspective view thereof, and (d) is a BB cross-sectional view of (c).
【図２】本発明の耐力壁部材の第１実施例を示すもの
で、（ａ）は（ｂ）のＡ−Ａ断面図、（ｂ）はその斜視
図である。FIGS. 2A and 2B show a first embodiment of a load-bearing wall member of the present invention, wherein FIG. 2A is a cross-sectional view taken along line AA of FIG. 2B, and FIG.
【図３】本発明の耐力壁部材の第２実施例を示すもの
で、（ａ）はその斜視図、（ｂ）は（ａ）のＡ−Ａ断面
図、（ｃ）は（ａ）のＢ部の詳細図である。3A and 3B show a second embodiment of a load-bearing wall member of the present invention, wherein FIG. 3A is a perspective view thereof, FIG. 3B is a sectional view taken along line AA of FIG. 3A, and FIG. It is a detailed view of a B part.
【図４】本発明の耐力壁部材の第３実施例を示すもの
で、（ａ）はその斜視図、（ｂ）は（ａ）のＡ−Ａ断面
図、（ｃ）は（ａ）のＢ−Ｂ断面図、（ｄ）は（ａ）の
Ｃ部の詳細図である。4A and 4B show a third embodiment of a load-bearing wall member of the present invention, wherein FIG. 4A is a perspective view thereof, FIG. 4B is a cross-sectional view taken along line AA of FIG. FIG. 3D is a cross-sectional view taken along line BB, and FIG.
【図５】本発明の耐力壁部材の第５実施例を示すもの
で、（ａ）はその斜視図、（ｂ）は（ａ）のＡ−Ａ断面
図である。5A and 5B show a fifth embodiment of the load-bearing wall member of the present invention, wherein FIG. 5A is a perspective view thereof, and FIG. 5B is a sectional view taken along line AA of FIG.
【図６】本発明の耐力壁部材の第６実施例を示すもの
で、（ａ）はその斜視図、（ｂ）は（ａ）のＡ−Ａ断面
図、（ｃ）は（ａ）のＢ部の詳細図である。6A and 6B show a sixth embodiment of the load-bearing wall member of the present invention, in which FIG. 6A is a perspective view, FIG. 6B is a cross-sectional view taken along line AA of FIG. It is a detailed view of a B part.
【図７】本発明の耐力壁部材の第７実施例を示すもの
で、（ａ）はその斜視図、（ｂ）は（ａ）のＡ−Ａ断面
図である。7A and 7B show a seventh embodiment of the load-bearing wall member of the present invention, wherein FIG. 7A is a perspective view thereof, and FIG. 7B is a sectional view taken along line AA of FIG.
【図８】従来の耐力壁部材を示すもので、（ａ）は正面
図、（ｂ）は（ａ）のＡ−Ａ断面図、（ｃ）はその斜視
図である。8 (a) is a front view, FIG. 8 (b) is a sectional view taken along the line AA of FIG. 8 (a), and FIG. 8 (c) is a perspective view thereof.
【図９】従来の耐力壁部材の形鋼と面材に外力が作用し
た様子をモデル的に示した断面図である。FIG. 9 is a cross-sectional view schematically showing a state in which an external force acts on a shaped steel and a face material of a conventional load-bearing wall member.
【図１０】本発明の耐力壁部材の形鋼と面材に外力が作
用した様子をモデル的に示した断面図である。FIG. 10 is a cross-sectional view schematically showing a state in which an external force acts on the shaped steel and the face material of the load-bearing wall member of the present invention.
１ 鉛直部材 １ａ、２ａ ウエブ １ｂ、２ｂ フランジ １ｃ リップ ２ 水平部材 ３、３1、３2 面材 面材 ４ タッピンねじ（あるいは、釘） ６ 溝形鋼 ５ スチレンフォ−ム １１ 溝形鋼 １１ｂ フランジ １２ リップ溝形鋼 １２ａ ウエブ １２ｃ リップ1 vertical members 1a, 2a web 1b, 2b flange 1c lip 2 horizontal members 3 1, 3 2 surfaces material facings 4 tapping screws (or nails) 6 Mizokatachiko 5 styrene follower - arm 11 Mizokatachiko 11b flange 12 Lip channel steel 12a Web 12c Lip
───────────────────────────────────────────────────── フロントページの続き Ｆターム(参考） 2E002 EA08 FA02 FA06 FB05 FB07 FB10 FB12 FB16 MA00 MA15 MA32 2E162 BA02 BB03 CA16 CC03 CD03 GA01 GA03 GA04 GB01 GB05 ────────────────────────────────────────────────── ─── Continued on the front page F term (reference) 2E002 EA08 FA02 FA06 FB05 FB07 FB10 FB12 FB16 MA00 MA15 MA32 2E162 BA02 BB03 CA16 CC03 CD03 GA01 GA03 GA04 GB01 GB05
Claims (2)
により挟み、形鋼と面材にタッピンねじまたは釘を打ち
込み、締結して形成したスチ−ルハウスの耐力壁部材。1. A bearing wall member for a steel house formed by sandwiching a peripheral edge of a face material from both front and rear surfaces thereof with a shaped steel, driving a tapping screw or a nail into the shaped steel and the face material, and fastening.
せて、建物の壁面を形成してなるスチ−ルハウスの耐力
壁。2. A load-bearing wall of a steel house in which a wall of a building is formed by combining the shape steel of the load-bearing wall member according to claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11064004A JP2000257191A (en) | 1999-03-10 | 1999-03-10 | Bearing wall member and bearing wall for steel house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11064004A JP2000257191A (en) | 1999-03-10 | 1999-03-10 | Bearing wall member and bearing wall for steel house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2000257191A true JP2000257191A (en) | 2000-09-19 |
Family
ID=13245630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11064004A Pending JP2000257191A (en) | 1999-03-10 | 1999-03-10 | Bearing wall member and bearing wall for steel house |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2000257191A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063733A (en) * | 2004-08-30 | 2006-03-09 | Mitsui Home Co Ltd | Bearing wall of high magnification |
-
1999
- 1999-03-10 JP JP11064004A patent/JP2000257191A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063733A (en) * | 2004-08-30 | 2006-03-09 | Mitsui Home Co Ltd | Bearing wall of high magnification |
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