JP2002188227A - Joint structure of wall frame - Google Patents
Joint structure of wall frameInfo
- Publication number
- JP2002188227A JP2002188227A JP2000385622A JP2000385622A JP2002188227A JP 2002188227 A JP2002188227 A JP 2002188227A JP 2000385622 A JP2000385622 A JP 2000385622A JP 2000385622 A JP2000385622 A JP 2000385622A JP 2002188227 A JP2002188227 A JP 2002188227A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- bending
- frame material
- frame member
- joining
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明はスチールハウスにお
ける壁枠組の接合構造に係り、特にウェブ部に設けた切
り込みを起き上がらせて形成された折り曲げ面を有する
溝形鋼の枠材と縦枠材の接合等、壁枠組の接合構造に関
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure of a wall frame in a steel house, and more particularly to a frame member and a vertical frame member of a channel steel having a bent surface formed by raising a cut formed in a web portion. The present invention relates to a joint structure of a wall frame such as a joint.
【0002】[0002]
【従来の技術】形鋼材は、木材と比較してクリープ現象
や経年劣化が非常に少なく、また森林資源保護の観点か
らも住宅用の建築材として近年注目されている。2. Description of the Related Art Shaped steel materials have very little creep phenomena and aging deterioration as compared with wood, and have recently attracted attention as building materials for houses from the viewpoint of protection of forest resources.
【0003】しかし、形鋼材を枠材として用いる場合で
あって、上枠材または下枠材の溝形鋼と縦枠材の溝形鋼
を接合する際には、上枠材または下枠材のフランジと縦
枠材のフランジにファスナーを用いて接合するのが一般
的である。しかし、面材や仕上げ材が取り付く溝形鋼の
フランジ部にファスナーの頭等が突出し、ファスナーの
頭等が面材等に干渉して面材等を変形させてしまうこと
から、仕上げ後の美観が損なわれる。However, when a section steel is used as a frame, and when the channel steel of the upper frame or the lower frame is joined to the channel steel of the vertical frame, the upper frame or the lower frame is used. It is common to use a fastener to join the flange of the vertical frame material and the flange of the vertical frame material. However, the head of the fastener protrudes from the flange of the channel steel to which the face material and the finish material are attached, and the fastener head interferes with the face material and deforms the face material. Is impaired.
【0004】また、上枠材または下枠材と縦枠材を接合
する場合、組立時の位置決めのためのけがき等が不可欠
である。さらに上枠材または下枠材にアンカーボルトや
接合ボルトを貫入するための孔も必要に応じて開孔しな
ければならず、施工の際の作業が非常に煩雑である等の
欠点がある。When the upper frame material or the lower frame material is joined to the vertical frame material, scribing or the like for positioning during assembly is indispensable. Further, holes for penetrating the anchor bolts and the joining bolts into the upper frame material or the lower frame material have to be opened as necessary, which has a drawback that the work at the time of construction is very complicated.
【0005】[0005]
【発明が解決しようとする課題】本発明は前記従来技術
の欠点を除くためになされたものであり、その目的は、
上枠材または下枠材と縦枠材の組立時の位置決めのけが
き等の作業や、アンカーボルトや接合ボルトの貫入孔の
開孔作業を排し、施工時の作業の効率化を図るものであ
る。SUMMARY OF THE INVENTION The present invention has been made to eliminate the above-mentioned drawbacks of the prior art.
Eliminates work such as scribing for positioning when assembling the upper frame material or lower frame material and the vertical frame material, and drilling work for penetration holes of anchor bolts and joining bolts to improve work efficiency during construction. It is.
【0006】また他の目的は、ファスナーの頭等が面材
や仕上げ材に干渉しないようにして、面材等の変形や面
材等の破損のおそれをなくすことである。It is another object of the present invention to prevent the fastener head or the like from interfering with the face material or the finishing material, thereby eliminating the possibility of deformation of the face material or damage of the face material.
【0007】[0007]
【課題を解決するための手段】第1の発明は、上枠材ま
たは下枠材を構成する溝形鋼2のウェブ部2aに曲げ起
こし形成可能な切り込み14を入れ、前記切り込み14
内側のウェブ部小片を曲げ起こして形成した折り曲げ面
3に縦枠材4が接合されることを特徴とする壁枠組の接
合構造1である。According to a first aspect of the present invention, a notch formed by bending and raising is formed in a web portion 2a of a channel steel 2 constituting an upper frame member or a lower frame member.
A wall frame joining structure 1 characterized in that a vertical frame member 4 is joined to a bent surface 3 formed by bending and raising an inner web portion piece.
【0008】第2の発明は、第1の発明において、折り
曲げ面3の曲げ起こしによりウェブ部に形成された開口
2cに、土台または基礎と壁とを接合するためのアンカ
ーボルトまたは接合ボルトを貫入配置するようにしたこ
とを特徴とする。According to a second aspect of the present invention, in the first aspect, an anchor bolt or a joining bolt for joining a base or a foundation to a wall is penetrated into an opening 2c formed in the web portion by bending and raising the bending surface 3. It is characterized by being arranged.
【0009】第3の発明は、第1の発明において、折り
曲げ面3の曲げ起こしによりウェブ部に形成された開口
2cに上階壁と下階壁を接合するためのボルトを貫入配
置するようにしたことを特徴とする。According to a third aspect of the present invention, in the first aspect, a bolt for joining the upper floor wall and the lower floor wall is inserted into the opening 2c formed in the web by bending and raising the bending surface 3. It is characterized by having done.
【0010】第4の発明は、第1から第3の発明におい
て、折り曲げ面の曲げ起こしによりウェブ部に形成され
た開口2cを配線孔または配管孔としたことを特徴とす
る。A fourth invention is characterized in that in the first to third inventions, the opening 2c formed in the web portion by bending and raising the bent surface is a wiring hole or a piping hole.
【0011】[0011]
【発明の実施の形態】ここで、本発明を図の実施形態に
基づいて詳細に説明する。図1はウェブ部に切りこみを
有する溝形鋼の平面図および縦断面図であり、図2から
図6は、図1の溝形鋼の折り曲げ面に縦枠材を接合した
状態の具体例を示す図である。本発明の上枠材または下
枠材は、0.5mm〜2.3mmの厚さの薄鋼板からな
る溝形鋼2で構成されている。また、溝形鋼のウェブ部
2aには、曲げ起こし形成可能な切り込み14(図2参
照)が、所定の間隔(例えば、45cm間隔)をおいて
入れられている。この切り込み14は、本発明を限定す
るものではないが、切りこみ14内側のウェブ部がコの
字状、C字状、半円状などの形状を形成するように入れ
られる。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Here, the present invention will be described in detail based on an embodiment shown in the drawings. FIG. 1 is a plan view and a longitudinal sectional view of a channel steel having a cut in a web portion, and FIGS. 2 to 6 show specific examples of a state in which a vertical frame member is joined to a bent surface of the channel steel of FIG. FIG. The upper frame material or the lower frame material of the present invention is made of a channel steel 2 made of a thin steel plate having a thickness of 0.5 mm to 2.3 mm. Also, cuts 14 (see FIG. 2) that can be bent and formed are provided at predetermined intervals (for example, at intervals of 45 cm) in the web portion 2a of the channel steel. The cut 14 is not limited to the present invention, but is formed so that the web portion inside the cut 14 forms a U-shape, a C-shape, a semicircle, or the like.
【0012】そして、この切りこみ14内側に位置する
ウェブ部の小片3を、切りこみの端部を結んだ折り曲げ
線15(図2参照)を基準として、溝形鋼のウェブ部2
aに対して直立するように折り曲げることで折り曲げ面
3が形成される。このとき、ウェブ部2aには折り曲げ
面3の形状に応じた開口2cが形成される。なお、この
折り曲げ作業は、工場または現場のいずれにおいて行な
ってもよい。Then, the small piece 3 of the web portion located inside the notch 14 is divided into the web portion 2 of the channel steel with reference to a bending line 15 (see FIG. 2) connecting the ends of the notch.
A bent surface 3 is formed by bending the sheet so as to stand upright with respect to a. At this time, an opening 2c corresponding to the shape of the bent surface 3 is formed in the web portion 2a. This bending operation may be performed at a factory or at a site.
【0013】縦枠材4は、0.5mm〜2.3mmの薄
鋼板からなるボックス形鋼、溝形鋼、リップ溝形鋼など
の形鋼からなる。また縦枠材4の寸法は、縦枠材4が上
枠材2eおよび下枠材2dの間において直立した状態
で、縦枠材4のフランジ部4bの外側幅が上枠材2eお
よび下枠材2dのフランジ部2bの内側幅に収まるよう
に形成されている。The vertical frame member 4 is made of a box steel, a channel steel, a lip channel steel, or the like made of a thin steel sheet of 0.5 mm to 2.3 mm. The dimensions of the vertical frame member 4 are such that the outer width of the flange portion 4b of the vertical frame member 4 is such that the vertical frame member 4 stands upright between the upper frame member 2e and the lower frame member 2d. The material 2d is formed so as to fit within the inner width of the flange portion 2b.
【0014】上枠材2eまたは下枠材2dと縦枠材4の
接合は、縦枠材4のウェブ部4aが上枠材2eまたは下
枠材2dの折り曲げ面3に当接するように枠材を配置
し、上枠材2eまたは下枠材2dの折り曲げ面3と、縦
枠材4のウェブ部4aとを、ボルト、ファスナー、カシ
メなどのいずれかの手段で固定することで行なわれる。
なお、図2は本発明の下枠材と縦枠材の接合時の状態を
表した斜視図である。The upper frame member 2e or the lower frame member 2d and the vertical frame member 4 are joined so that the web portion 4a of the vertical frame member 4 comes into contact with the bent surface 3 of the upper frame member 2e or the lower frame member 2d. Is arranged, and the bent surface 3 of the upper frame member 2e or the lower frame member 2d and the web portion 4a of the vertical frame member 4 are fixed by any means such as bolts, fasteners, and caulking.
FIG. 2 is a perspective view showing a state when the lower frame member and the vertical frame member of the present invention are joined.
【0015】つまり、本発明では上枠材2eまたは下枠
材2dのウェブ部2aに直立する折り曲げ面3が設けら
れていて、その折り曲げ面3で上枠材2eまたは下枠材
2dと縦枠材3が接合される。そのため、上枠材等のフ
ランジ2bの内側の折り曲げ面3が接合箇所となり、面
材や仕上げ材が取り付く上枠材等のフランジ部2bには
ファスナーの頭等が突出することはない。したがって、
ファスナーの頭等による面材等の変形や破損が生じるこ
とがない点で有利である。That is, according to the present invention, a bent surface 3 is provided upright on the web portion 2a of the upper frame member 2e or the lower frame member 2d. The material 3 is joined. For this reason, the bent surface 3 inside the flange 2b such as the upper frame member becomes a joining portion, and the head of the fastener or the like does not protrude from the flange portion 2b such as the upper frame member to which the surface material and the finishing material are attached. Therefore,
This is advantageous in that deformation or breakage of the face material or the like due to the fastener head or the like does not occur.
【0016】また本発明では、上枠材または下枠材2に
予め設けられた折り曲げ面3が縦枠材4の接合位置のガ
イドの役割も果たす。したがって、現場において組立時
のけがき等の作業が不要となる点でも有利である。Further, in the present invention, the bent surface 3 provided in advance on the upper frame material or the lower frame material 2 also serves as a guide for the joining position of the vertical frame material 4. Therefore, it is also advantageous in that work such as scribing at the time of assembly on the site is not required.
【0017】ここで本発明の壁枠組の接合構造1におい
て、上枠材または下枠材の開口部2cからボルト5を挿
通し、縦枠材4に接合したホールドダウン金物6の外側
からナット7を締結することで、接合強度を増加させる
こともできる(図3参照)。このとき、折り曲げ面3の
曲げ起こしによりウェブ部に形成された開口2cにアン
カーボルトや接合ボルトを貫入することで、上枠材また
は下枠材については現場でわざわざ孔を開ける必要がな
くなり、作業の効率化を図ることができる。Here, in the joint structure 1 of the wall frame according to the present invention, the nut 5 is inserted from the outside of the hold-down metal member 6 joined to the vertical frame member 4 by inserting the bolt 5 through the opening 2c of the upper frame member or the lower frame member. The joint strength can also be increased by fastening (see FIG. 3). At this time, since the anchor bolt or the joining bolt penetrates into the opening 2c formed in the web portion by bending and raising the bending surface 3, it is not necessary to open a hole for the upper frame material or the lower frame material on site, and the work is performed. Efficiency can be improved.
【0018】図4は、本発明の壁枠組の接合構造1につ
いて、基礎8の上に下枠材2を載置した場合のホールド
ダウン金物6の使用例を示した図である。この場合に
は、下枠材の開口2cから基礎8に埋設したアンカーボ
ルト5aの上端を貫入し、縦枠材4に接合したホールド
ダウン金物6の外側からアンカーボルト5aのネジ部に
ナット7を締結して、基礎8と下階耐力壁(下階の壁枠
組構造)9を一体化している。FIG. 4 is a view showing an example of use of the hold-down hardware 6 when the lower frame member 2 is placed on the foundation 8 in the joint structure 1 of the wall frame according to the present invention. In this case, the upper end of the anchor bolt 5a embedded in the foundation 8 penetrates from the opening 2c of the lower frame member, and the nut 7 is attached to the thread portion of the anchor bolt 5a from outside the hold-down metal member 6 joined to the vertical frame member 4. By fastening, the foundation 8 and the lower floor bearing wall (lower floor wall frame structure) 9 are integrated.
【0019】図5、図6は、本発明の壁枠組の接合構造
1について、2階床組におけるホールドダウン金物6の
使用例を示した図である。この場合には、床下地材1
1、リップ付溝形鋼がウェブ部背面にスペーサー12a
を縦に挟むようにして構成される床根太12、頭つなぎ
13を挟んで、下階側の壁枠組を構成する上枠材2eと
上階側の壁枠組を構成する下枠材2dの開口2cにわた
って、両端にネジを切った鋼製連結棒5bを貫入すると
ともに、下階の上端付近と上階の下端付近の縦枠材4に
接合したホールドダウン金物6の各透孔に挿通して、各
ホールドダウン金物6の外側からそれぞれ鋼製連結棒5
bにナット7を締結し、下階耐力壁(下階の壁枠組構
造)9と上階耐力壁(上階の壁枠組構造)10を一体化
している。FIG. 5 and FIG. 6 are views showing an example of use of the hold-down hardware 6 in the second-floor floor assembly for the joint structure 1 of the wall frame according to the present invention. In this case, floor base material 1
1. Channel steel with lip is spacer 12a on the back of the web
, The floor joists 12 and the head tie 13 are sandwiched vertically, and the upper frame member 2e constituting the lower frame member and the opening 2c of the lower frame member 2d constituting the upper frame member are sandwiched between the floor joists 12 and the head joint 13. Threaded steel connecting rods 5b at both ends are inserted into the through holes of the hold-down hardware 6 joined to the vertical frame member 4 near the upper end of the lower floor and the lower end of the upper floor. Steel connecting rods 5 from outside of hold down hardware 6
The nut 7 is fastened to b, and the lower floor bearing wall (lower wall frame structure) 9 and the upper floor bearing wall (upper floor wall frame structure) 10 are integrated.
【0020】以上、図示の実施形態にもとづいて本発明
を説明してきたが、本発明は上記実施形態に限定される
ものではない。例えば、上枠材または下枠材に設けられ
た開口を、配線挿通用孔または配管挿通用孔に流用して
もよい。Although the present invention has been described based on the illustrated embodiment, the present invention is not limited to the above embodiment. For example, an opening provided in the upper frame material or the lower frame material may be diverted to a wiring insertion hole or a pipe insertion hole.
【0021】[0021]
【発明の効果】本発明では、上枠材または下枠材のフラ
ンジ内側のウェブ折り曲げ面が接合箇所となる。したが
って、従来のように面材や仕上げ材が取り付くフランジ
部にファスナーの頭等が突出することがなくなり、面材
等の変形や破損が生じることはない。According to the present invention, the web bending surface inside the flange of the upper frame material or the lower frame material becomes the joining portion. Therefore, unlike the conventional case, the head of the fastener or the like does not protrude from the flange portion to which the face material or the finishing material is attached, and the face material or the like is not deformed or damaged.
【0022】また、上枠材および下枠材の溝形鋼のウェ
ブ部の切り込みを折り曲げて形成された折り曲げ面と縦
枠材を接合することにより、折り曲げ面が縦枠材の接合
位置のガイドとなる。したがって、現場において組立時
のけがき等の作業が不要となる。Further, by joining the bent surface formed by bending the cut of the channel steel web of the upper frame material and the lower frame material to the vertical frame material, the bent surface guides the joining position of the vertical frame material. Becomes Therefore, work such as scribing at the time of assembly at the site is not required.
【0023】さらに、切り込みの折り曲げにより空いた
開口にアンカーボルト、接合ボルトや屋内の配線、配管
を貫入することで、作業時において現場でわざわざ孔を
開ける必要がなくなり、作業の効率化を図ることができ
る。Further, by penetrating anchor bolts, joining bolts, indoor wiring and pipes into the openings opened by bending the cuts, there is no need to open holes at the work site, thereby improving work efficiency. Can be.
【図1】(A)は、本発明の上枠材または下枠材に用い
られる溝形鋼の平面図であり、(B)は(A)のA−A
断面図である。FIG. 1 (A) is a plan view of a channel steel used for an upper frame material or a lower frame material of the present invention, and FIG. 1 (B) is an AA of (A).
It is sectional drawing.
【図2】本発明の下枠材と縦枠材の接合時の状態を表し
た斜視図である。FIG. 2 is a perspective view showing a state at the time of joining a lower frame member and a vertical frame member of the present invention.
【図3】本発明の壁枠組の接合構造について、縦枠材に
ホールダウン金物を接合し、下枠材の開口から接合ボル
トを挿通した場合の取付け状態を示した斜視図である。FIG. 3 is a perspective view showing a mounting state in a case where a hole-down metal member is joined to a vertical frame member and a joining bolt is inserted through an opening of a lower frame member in the joint structure of the wall frame according to the present invention.
【図4】本発明の壁枠組の接合構造について、基礎の上
に下枠材を載置した場合のホールドダウン金物の使用例
を示した斜視図である。FIG. 4 is a perspective view showing an example of use of a hold-down hardware when a lower frame material is placed on a foundation in the joint structure of a wall frame according to the present invention.
【図5】本発明の壁枠組の接合構造について、2階床組
におけるホールドダウン金物の使用例を示した斜視図で
ある。FIG. 5 is a perspective view showing an example of use of a hold-down metal fitting in a second-floor floor assembly for the joint structure of the wall frame assembly of the present invention.
【図6】図5の縦断面図である。6 is a longitudinal sectional view of FIG.
1 壁枠組の接合構造 2 溝形鋼(上枠材または下枠材) 2a 溝形鋼のウェブ部 2b 溝形鋼のフランジ部 2c 溝形鋼ウェブ部の開口 2d 下枠材 2e 上枠材 3 折り曲げ面(ウェブ部小片) 4 縦枠材 4a 縦枠材のウェブ部 4b 縦枠材のフランジ部 5 ボルト 5a アンカーボルト 5b 鋼製連結棒 6 ホールドダウン金物 7 ナット 8 基礎 9 下階耐力壁(下階の壁枠組構造) 10 上階耐力壁(上階の壁枠組構造) 11 床下地材 12 床根太 12a スペーサー 13 頭つなぎ 14 切りこみ 15 折り曲げ線 DESCRIPTION OF SYMBOLS 1 Joining structure of a wall frame 2 Channel steel (upper frame material or lower frame material) 2a Channel web steel part 2b Channel steel flange part 2c Opening of channel steel web part 2d Lower frame material 2e Upper frame material 3 Bending surface (web part small piece) 4 Vertical frame material 4a Vertical frame material web portion 4b Vertical frame material flange portion 5 Bolt 5a Anchor bolt 5b Steel connecting rod 6 Hold down hardware 7 Nut 8 Foundation 9 Lower floor bearing wall (lower) Floor frame structure of floor) 10 Upper floor bearing wall (Wall frame structure of upper floor) 11 Floor base material 12 Floor joist 12a Spacer 13 Head tie 14 Cutout 15 Bending line
Claims (4)
ウェブ部に曲げ起こし形成可能な切り込みを入れ、前記
切り込み内側のウェブ部小片を曲げ起こして形成した折
り曲げ面に縦枠材が接合されることを特徴とする壁枠組
の接合構造。1. A bendable and formable cut is made in a web portion of a channel steel forming an upper frame material or a lower frame material, and a vertical frame material is formed on a bent surface formed by bending and raising a small web portion piece inside the cutout. A joint structure of a wall frame, wherein the joints are joined.
に形成された開口に、土台または基礎と壁とを接合する
ためのアンカーボルトまたは接合ボルトを貫入配置する
ようにしたことを特徴とする請求項1に記載の壁枠組の
接合構造。2. An anchor bolt or a joining bolt for joining a foundation or a foundation to a wall is inserted into an opening formed in a web portion by bending and raising a bent surface. 2. The joint structure of the wall framework according to 1.
に形成された開口に上階壁と下階壁を接合するためのボ
ルトを貫入配置するようにしたことを特徴とする請求項
1に記載の壁枠組の接合構造。3. The bolt according to claim 1, wherein a bolt for joining the upper floor wall and the lower floor wall is inserted into an opening formed in the web portion by bending and raising the bent surface. Wall frame joint structure.
に形成された開口を配線孔または配管孔としたことを特
徴とする請求項1から3のいずれか1項に記載の壁枠組
の接合構造。4. The wall frame joining structure according to claim 1, wherein the opening formed in the web portion by bending and raising the bent surface is a wiring hole or a piping hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000385622A JP4163851B2 (en) | 2000-12-19 | 2000-12-19 | Wall frame joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000385622A JP4163851B2 (en) | 2000-12-19 | 2000-12-19 | Wall frame joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2002188227A true JP2002188227A (en) | 2002-07-05 |
JP4163851B2 JP4163851B2 (en) | 2008-10-08 |
Family
ID=18852852
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000385622A Expired - Fee Related JP4163851B2 (en) | 2000-12-19 | 2000-12-19 | Wall frame joint structure |
Country Status (1)
Country | Link |
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JP (1) | JP4163851B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2401121A (en) * | 2003-04-29 | 2004-11-03 | Stuart Dennis Mckeith | Stud wall perimeter channel |
KR100507742B1 (en) * | 2002-08-30 | 2005-08-11 | 재단법인 포항산업과학연구원 | Structure for Anchoring of Steel Stud Bearing Wall and Method for Operating thereof |
-
2000
- 2000-12-19 JP JP2000385622A patent/JP4163851B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100507742B1 (en) * | 2002-08-30 | 2005-08-11 | 재단법인 포항산업과학연구원 | Structure for Anchoring of Steel Stud Bearing Wall and Method for Operating thereof |
GB2401121A (en) * | 2003-04-29 | 2004-11-03 | Stuart Dennis Mckeith | Stud wall perimeter channel |
Also Published As
Publication number | Publication date |
---|---|
JP4163851B2 (en) | 2008-10-08 |
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