JP2003064806A - Structure of bearing wall and built-in construction method therefor - Google Patents

Structure of bearing wall and built-in construction method therefor

Info

Publication number
JP2003064806A
JP2003064806A JP2001251309A JP2001251309A JP2003064806A JP 2003064806 A JP2003064806 A JP 2003064806A JP 2001251309 A JP2001251309 A JP 2001251309A JP 2001251309 A JP2001251309 A JP 2001251309A JP 2003064806 A JP2003064806 A JP 2003064806A
Authority
JP
Japan
Prior art keywords
frame
wall
bearing wall
wall panel
brace
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
Application number
JP2001251309A
Other languages
Japanese (ja)
Inventor
Hiroshi Kamiya
博 上谷
Yukinobu Koide
幸伸 小出
Yuji Ueda
祐史 上田
Kazuo Nakahara
和夫 中原
Toshihiro Horie
寿弘 堀江
Muneo Kotani
宗男 小谷
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.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP2001251309A priority Critical patent/JP2003064806A/en
Publication of JP2003064806A publication Critical patent/JP2003064806A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a built-in construction method for a bearing wall capable of remodeling a non-bearing wall into the bearing wall without cutting a framework, replacing the framework, and generating cut pieces of the frame work which become industrial waste and provide a structure of the bearing wall. SOLUTION: This structure A of the bearing wall is constructed in such a way that a frame with brace 5 provided with a frame 5a which agrees with inner periphery of a frame shape and a brace 5b connecting corner parts of the frame 5a mutually is fitted in an inner peripheral side of the framework 1 arranged in a frame shape and is fixed by fixing devices 4a, 4b.

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、住宅の増築工事に
際して、非耐力壁を耐力壁にするための耐力壁の組込工
法、及び増築工事と新築工事の双方において採用される
耐力壁の構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of incorporating a load bearing wall for converting a non-bearing wall into a load bearing wall during an extension work of a house, and a structure of a load bearing wall used in both extension work and new construction work. Regarding

【0002】[0002]

【従来の技術】住宅の増築工事に際しては、住宅の構造
上、既存建築部の非耐力壁を耐力壁に改造して、所定の
場所に耐力壁を設けなければならない場合がある。この
場合の施工法としては、既存の一般軸(軸組)を取り外
して、その壁部全体を耐力壁にそっくり入れ替える工法
や、既存の一般軸はそのままにして、その軸が形成する
枠の四隅にブレースを溶接にて追加することにより、耐
力壁を構成する工法がある。
2. Description of the Related Art Due to the structure of a house, it is sometimes necessary to convert a non-bearing wall of an existing building part into a bearing wall and to provide a bearing wall at a predetermined place in the construction of a house. The construction method in this case is to remove the existing general shaft (framework) and replace the entire wall part with a bearing wall, or to leave the existing general shaft as it is and to use the four corners of the frame formed by the shaft. There is a method of constructing a bearing wall by adding braces to the above by welding.

【0003】[0003]

【発明が解決しようとする課題】ところが、既存の一般
軸を取り外して、その壁部全体を耐力壁にそっくり入れ
替える工法は、既存の軸組を切断したり、新たな軸組を
組み込んだりするため、時間と労力を要するものであっ
た。加えて、切断した軸組の断片や取り替えによって生
じた不要な軸組が産業廃棄物となり、この廃棄物の処理
に別途費用が発生するという問題もあった。
However, the method of removing the existing general shaft and replacing the entire wall portion with the bearing wall is to cut the existing frame or to install a new frame. It took time and effort. In addition, there is also a problem in that fragments of the cut frame and unnecessary frames generated by the replacement become industrial waste, which causes additional costs for processing this waste.

【0004】また、既存の一般軸はそのままにして、そ
の軸が形成する枠の四隅にブレースを溶接にて追加する
工法にあっては、溶接の有資格者でないと施工を行うこ
とができないという問題が生じ、さらに有資格者であっ
ても現場溶接は信頼性が低くく、施工の確実性に問題が
ある。また、住宅施工現場では、引火し易い材料や廃材
等が散乱していることが多く、施工時の火花により火災
を引き起こす危険性があり、さらには現場作業者に余計
な気遣いをさせて作業能率を低下させるという問題も生
じる。
Further, in the construction method in which the existing general shaft is left as it is and braces are added to the four corners of the frame formed by the shaft by welding, the construction can be performed only by a qualified person for welding. Problems arise, and even in the case of qualified personnel, on-site welding is unreliable and there is a problem in the reliability of construction. In addition, at the construction site of a house, materials that easily catch fire and waste materials are often scattered, and there is a risk of causing a fire due to sparks during construction. There is also a problem of decreasing.

【0005】本発明は、かかる問題を解決するためにな
されたものであり、軸組を切断せず、軸組を取り替え
ず、かつ、産業廃棄物となる軸組の切断片等を発生させ
ずに、非耐力壁を耐力壁にする耐力壁の組込工法及びそ
の耐力壁の構造を提供することを目的とする。
The present invention has been made in order to solve such a problem, and does not cut the frame, does not replace the frame, and does not generate cutting pieces of the frame that become industrial waste. Another object of the present invention is to provide a method for assembling a load-bearing wall in which a non-bearing wall is a load-bearing wall and a structure of the load-bearing wall.

【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
に、請求項1記載の耐力壁の構造は、枠形状に配設され
た軸組の内周側に、該枠形状の内周に合致するフレーム
及び該フレームの隅部同士を接続するブレースを備えた
ブレース付フレームが嵌め込まれると共に、固定具によ
り固定されたことを特徴としている。
In order to achieve the above object, the structure of the load bearing wall according to claim 1 is provided on the inner peripheral side of a frame set in a frame shape and on the inner peripheral side of the frame shape. It is characterized in that a frame with brace including a matching frame and a brace for connecting the corners of the frame is fitted and fixed by a fixture.

【0007】請求項2記載の耐力壁の構造は、請求項1
記載の耐力壁の構造において、前記軸組がリップ溝形鋼
からなるものであって、該リップ溝形鋼の溝部に、該溝
部を塞ぐ溝塞ぎ部材が固定具により固定され、前記ブレ
ース付フレームが、前記軸組の内周側に嵌め込まれると
共に、前記溝塞ぎ部材を介して固定具により固定された
ことを特徴としている。
According to a second aspect of the present invention, there is provided the load bearing wall structure according to the first aspect.
In the structure of the load-bearing wall described above, the shaft assembly is made of lip grooved steel, and a groove closing member for closing the grooved portion is fixed to a groove portion of the lip grooved steel by a fixture, and the frame with braces is provided. Is fitted to the inner peripheral side of the shaft assembly and fixed by a fixing tool via the groove closing member.

【0008】請求項3記載の耐力壁の組込工法は、枠形
状に配設された軸組に外壁パネルが固定されてなる外壁
部を耐力壁にする耐力壁の組込工法であって、既設の外
壁パネルを前記軸組から取り外す外壁パネル取り外し工
程と、前記枠形状の内周に合致するフレーム及び該フレ
ームの隅部同士を接続するブレースを備えたブレース付
フレームを、前記軸組の内周側に嵌め込むと共に、固定
具により固定するブレース付フレーム取付工程と、外壁
パネル取り外し工程において取り外した既設の外壁パネ
ルを前記軸組に再び取り付ける外壁パネル復帰工程と、
を含むことを特徴としている。
According to a third aspect of the present invention, there is provided a load bearing wall assembling method, wherein an outer wall portion formed by fixing an outer wall panel to a frame-shaped frame is used as a load bearing wall. An outer wall panel removing step of removing an existing outer wall panel from the frame assembly, and a frame with a brace including a frame matching the inner circumference of the frame shape and a brace connecting the corners of the frame to each other are provided in the frame assembly. A frame mounting step with a brace that fits on the peripheral side and is fixed by a fixture, an outer wall panel returning step of reattaching the existing outer wall panel removed in the outer wall panel removing step to the shaft assembly,
It is characterized by including.

【0009】請求項4記載の耐力壁の組込工法は、枠形
状に配設されたリップ溝形鋼からなる軸組に外壁パネル
が固定されてなる外壁部を耐力壁にする耐力壁の組込工
法であって、既設の外壁パネルを前記軸組から取り外す
外壁パネル取り外し工程と、前記リップ溝形鋼の溝部に
該溝部を塞ぐ溝塞ぎ部材を固定具により固定する溝塞ぎ
部材取付工程と、前記枠形状の内周に合致するフレーム
及び該フレームの隅部同士を接続するブレースを備えた
ブレース付フレームを、前記軸組の内周側に嵌め込むと
共に、前記溝塞ぎ部材を介して前記軸組の内周側に固定
具により固定するブレース付フレーム取付工程と、外壁
パネル取り外し工程において取り外した既設の外壁パネ
ルを前記軸組に再び取り付ける外壁パネル復帰工程と、
を含むことを特徴としている。
According to a fourth aspect of the present invention, there is provided a load bearing wall assembling method, wherein an outer wall portion formed by fixing an outer wall panel to a shaft assembly made of lip channel steel arranged in a frame shape is used as a load bearing wall. An embedding method, an outer wall panel removing step of removing an existing outer wall panel from the shaft assembly, and a groove closing member attaching step of fixing a groove closing member for closing the groove portion to the groove portion of the lip groove section steel with a fixture. A frame with a brace having a frame that matches the inner circumference of the frame shape and a brace that connects the corners of the frame is fitted into the inner circumference of the frame assembly, and the shaft is inserted through the groove closing member. A frame attaching step with a brace that is fixed to the inner peripheral side of the set by a fixture, and an outer wall panel returning step of reattaching the existing outer wall panel removed in the outer wall panel removing step to the shaft set,
It is characterized by including.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態に係る
耐力壁の構造及び耐力壁の組込工法について図面に基づ
き説明する。図1及び図2に示すように、本発明の実施
の形態に係る耐力壁の構造Aは、枠形状に配設されたリ
ップ溝形鋼からなる軸組1に外壁パネル2が固定されて
なる外壁部Xにおける耐力壁の構造であって、枠形状に
配設された軸組1の内周側に、該軸組1の溝部1aを塞
ぐ溝塞ぎ部材3が固定具4a、4bにより固定され、前
記軸組1が形成する枠形状の内周に合致する形状をした
ブレース付フレーム5が前記軸組1の内周側に嵌め込ま
れると共に、前記溝塞ぎ部材3を介して該軸組1に固定
され、該ブレース付フレーム5上から外壁パネル2が前
記軸組1に取り付けられたものである。
BEST MODE FOR CARRYING OUT THE INVENTION A structure of a load bearing wall and a method of incorporating a load bearing wall according to embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 1 and FIG. 2, a structure A of a load bearing wall according to an embodiment of the present invention has an outer wall panel 2 fixed to a frame assembly 1 made of lip grooved steel and arranged in a frame shape. In the structure of the load bearing wall in the outer wall portion X, a groove closing member 3 for closing the groove portion 1a of the frame assembly 1 is fixed to the inner peripheral side of the frame assembly 1 arranged in a frame shape by fixing tools 4a and 4b. A frame 5 with a brace having a shape matching the inner circumference of the frame formed by the shaft assembly 1 is fitted on the inner circumference side of the shaft assembly 1 and is attached to the shaft assembly 1 via the groove closing member 3. The outer wall panel 2 is fixed, and the outer wall panel 2 is attached to the frame assembly 1 from above the braced frame 5.

【0011】前記ブレース付フレーム5は、前記軸組1
が形成する枠形状の内周に合致するフレーム5aと、該
フレーム5aの隅部同士を接続するブレース5bと、を
具備したものである。前記フレーム5aは、リップ溝形
鋼が枠状に接合されることで形成されており、さらに該
フレーム5aの隅部に固着されたプレート5cを介して
前記ブレース5bの両端が隅部に固着されている。ま
た、前記ブレース5bの中間部には、ターンバックル5
dが設けられており、該ブレース付フレーム5を軸組1
に嵌め込んだ後に該ブレース5bの張りを調節すること
ができるようになっている。
The frame 5 with braces is the frame assembly 1
And a brace 5b that connects the corners of the frame 5a with the inner periphery of the frame shape formed by the frame 5a. The frame 5a is formed by joining lip channel steels in a frame shape, and further, both ends of the brace 5b are fixed to the corners through plates 5c fixed to the corners of the frame 5a. ing. In addition, a turnbuckle 5 is provided at an intermediate portion of the brace 5b.
d is provided, and the frame 5 with braces is attached to the frame assembly 1
The tension of the brace 5b can be adjusted after it is fitted into.

【0012】前記溝塞ぎ部材3は、リップ溝形鋼からな
る軸組1の溝部1aの深さと同じ幅を有し、該溝部1a
に固定具4a、4bにより固定されて、該リップ溝形鋼
のリブ1bとブレース付きフレーム5の取付面3cで同
一面を形成しつつ、該溝部1aを塞ぐものである。ま
た、該溝塞ぎ部材3は、取り付けられる軸組1の場所に
よって、例えば図3に示すように、夫々異なった形状の
ものが使用される。
The groove closing member 3 has the same width as the depth of the groove portion 1a of the shaft assembly 1 made of lip channel steel, and the groove portion 1a
The rib 1b of the lip grooved steel and the mounting surface 3c of the frame 5 with braces are flush with each other and fixed to the groove portions 1a while being fixed by fixing members 4a and 4b. Further, as the groove closing member 3, different shapes are used depending on the location of the assembled shaft assembly 1 as shown in FIG. 3, for example.

【0013】例えば、図3(a)に示す溝塞ぎ部材3A
は、前記軸組1の隅部に取付られるもので、その中間部
が屈曲した形状をしている。該溝塞ぎ部材3Aの前記ブ
レース付フレーム5の取付面3c側の所定箇所には、前
記ブレース付フレーム5とのボルト締結を簡便にすべ
く、キリ孔が穿設された上でナット4bが固着されてい
る。また、該溝塞ぎ部材3Aと軸組1とをボルト締結す
るためにボルト取付孔3aが設けられ、さらに、ボルト
4aを装着するためのボルト通過窓3bが設けられてい
る。
For example, the groove closing member 3A shown in FIG.
Is attached to a corner portion of the shaft assembly 1, and has an intermediate portion bent. In order to facilitate bolt fastening with the brace-equipped frame 5 at a predetermined position on the mounting surface 3c side of the brace-equipped frame 5 of the groove closing member 3A, a drill hole is formed and then a nut 4b is fixed. Has been done. Further, a bolt mounting hole 3a is provided for bolting the groove closing member 3A and the shaft assembly 1, and a bolt passage window 3b for mounting the bolt 4a is provided.

【0014】図3(b)に示す溝塞ぎ部材3Bは、枠形
状に配設された軸組1のうち柱部を構成する軸組1Aに
取り付けられるもので、前記した溝塞ぎ部材3Aと同様
に内部の所定箇所にキリ孔、固着されたナット4bが設
けられ、また同様にボルト取付孔3a、ボルト通過窓3
bが設けられている。
The groove closing member 3B shown in FIG. 3 (b) is attached to the shaft set 1A which constitutes the column portion of the frame-shaped shaft set 1 and is similar to the groove closing member 3A described above. A drill hole and a fixed nut 4b are provided at a predetermined position inside, and similarly, a bolt mounting hole 3a and a bolt passage window 3 are also provided.
b is provided.

【0015】図3(c)に示す溝塞ぎ部材3Cは、枠形
状に配設された軸組1のうちの中桟部を構成する軸組1
Bと柱部を構成する軸組1Aとの接続部を貫通して取付
られるものであって、中桟部を構成する軸組1Bの上下
に配されるブレース付フレーム5の側部同士を連結固定
すると共に、軸組1Aに固定されるものである。また、
前記溝塞ぎ部材3Aと同様に、部材内部の所定箇所にキ
リ孔、固着されたナット4bが設けられ、また同様に、
ボルト取付孔3a、ボルト通過窓3bが設けられてい
る。
A groove closing member 3C shown in FIG. 3 (c) is a frame set 1 which constitutes an intermediate cross section of the frame set 1 arranged in a frame shape.
B is attached by penetrating a connecting portion between B and the shaft set 1A forming the pillar part, and connects side parts of the frame 5 with braces arranged above and below the shaft set 1B forming the middle crosspiece part. It is fixed and also fixed to the shaft set 1A. Also,
Similar to the groove closing member 3A, a drill hole and a fixed nut 4b are provided at a predetermined position inside the member, and similarly,
A bolt mounting hole 3a and a bolt passage window 3b are provided.

【0016】前記軸組1と前記溝塞ぎ部材3A乃至3
C、及び前記溝塞ぎ部材3A乃至3Cと前記ブレース付
フレーム5を締結する固定具としては、前述したように
ボルト4a及びナット4bを用いることができるが、十
分な強度を有する固定具であればビス、リベット、その
他のものであってもよい。
The shaft assembly 1 and the groove closing members 3A to 3
As described above, the bolts 4a and the nuts 4b can be used as the fixtures for fastening C and the groove closing members 3A to 3C and the frame 5 with braces, but if the fixtures have sufficient strength. It may be a screw, a rivet, or the like.

【0017】なお、前記外壁パネル2として、図2に示
したように、断面コの字形材が矩形に形成された枠体6
と、該枠体6に固定された外壁ボード7と、前記枠体6
の内側に配設された断熱材8とからなるものを図示して
いるが、外壁パネル2は、この仕様のものに限定される
必要はなく、他の種類の外壁パネルであってもよい。
As the outer wall panel 2, as shown in FIG. 2, a frame body 6 having a rectangular U-shaped cross section is formed.
An outer wall board 7 fixed to the frame body 6, and the frame body 6
However, the outer wall panel 2 does not need to be limited to this specification and may be another type of outer wall panel.

【0018】つぎに、上記耐力壁を非耐力壁に組み込む
耐力壁の組込工法について説明する。まず、最初に、図
4に示すように、耐力壁を組み込むべき外壁部Xにおい
て、既設の外壁パネル2を軸組1から取り外して、該軸
組1を戸外側に露出させる(外壁パネル取り外し工
程)。
Next, a method of assembling the bearing wall in which the bearing wall is incorporated into the non-bearing wall will be described. First, as shown in FIG. 4, in the outer wall portion X in which the load bearing wall is to be incorporated, the existing outer wall panel 2 is removed from the frame assembly 1 to expose the frame assembly 1 to the outside (outer wall panel removing step). ).

【0019】次に、前記軸組1の溝部1aに前記溝塞ぎ
部材3A乃至3Cを夫々所定の場所に取り付けを行う。
取り付けは、軸組1同士又は軸組1と基礎9を締結して
いるボルト4a及びナット4bを利用して、前記溝塞ぎ
部材3Aを軸組1の隅部に、前記溝塞ぎ部材3Bを柱部
を構成する軸組1Aに、前記溝塞ぎ部材3Cを前記中桟
部を構成する軸組1Bと前記柱部を構成する1Aの接続
部に取付ける(溝塞ぎ部材取付工程)。このように既設
のボルト4a及びナット4bを使用して施工を行えば、
ボルトの取付孔等の加工工数が省略されて、施工能率の
向上を図ることができるが、適切な場所に利用できるボ
ルト4a等が設けられていない場合は、適宜、取付孔等
の加工を施して、ボルト4a及びナット4bを用いて固
定する。
Next, the groove closing members 3A to 3C are attached to the groove portions 1a of the shaft assembly 1 at predetermined positions.
The mounting is performed by using the bolts 4a and the nuts 4b that fasten the shaft sets 1 to each other or the shaft set 1 and the foundation 9, and the groove closing member 3A at the corner of the shaft set 1 and the groove closing member 3B at the pillar. The groove closing member 3C is attached to the connecting portion of the shaft set 1B forming the middle crosspiece portion and the column forming portion 1A forming the pillar portion (the groove closing member attaching step). In this way, using the existing bolt 4a and nut 4b,
It is possible to improve the work efficiency by omitting the number of processing steps such as mounting holes for bolts. However, if bolts 4a, etc. that can be used in appropriate places are not provided, the mounting holes etc. should be processed as appropriate. Then, the bolts 4a and the nuts 4b are used for fixing.

【0020】次に、図5に示すように、前記ブレース付
フレーム5を、前記枠形状に配設された軸組1の内周側
に夫々嵌め込み、ボルト4aをブレース付フレーム5の
内周側から挿入して前記溝塞ぎ部材3の内部に固着され
たナット4bに固定する。つまり、該ブレース付フレー
ム5を前記溝塞ぎ部材3を介して、前記軸組1に固定し
(ブレース付フレーム取付工程)、必要に応じてターン
バックル5dを廻してブレース5bの張りを調節する。
Next, as shown in FIG. 5, the brace-equipped frame 5 is fitted into the inner peripheral side of the frame assembly 1 arranged in the frame shape, and the bolts 4a are attached to the inner peripheral side of the brace-equipped frame 5. And is fixed to the nut 4b fixed inside the groove closing member 3. That is, the brace-equipped frame 5 is fixed to the frame assembly 1 via the groove closing member 3 (bracing-equipped frame attaching step), and the turnbuckle 5d is rotated as necessary to adjust the tension of the brace 5b.

【0021】最後に、図6に示すように、外壁パネル取
り外し工程において取り外した既設の外壁パネル2を所
定の取付金具10を用いて再び前記軸組1に取り付け、
耐力壁の組込施工が完了する(外壁パネル復帰工程)。
Finally, as shown in FIG. 6, the existing outer wall panel 2 removed in the outer wall panel removing step is attached to the shaft assembly 1 again by using a predetermined attachment metal fitting 10.
Installation of bearing wall is completed (outer wall panel restoration process).

【0022】なお、上記においては、軸組1としてリッ
プ溝形鋼を使用したものについて説明したが、図7及び
図8に示すように、例えば、軸組が断面矩形の木材軸組
1C等からなる外壁部Yにおいては、前記溝塞ぎ部材3
を使用せずに、前記ブレース付フレーム5の周囲をボル
ト4a及びナット4bにより直接軸組1Cに固定するこ
とにより耐力壁の構造Bを形成することができる。
In the above description, the case where the lip channel steel is used as the frame 1 has been described. However, as shown in FIGS. 7 and 8, for example, from a wood frame 1C having a rectangular cross section, etc. In the outer wall portion Y, the groove closing member 3
Without using, the structure B of the bearing wall can be formed by directly fixing the periphery of the frame 5 with braces to the frame set 1C with the bolts 4a and the nuts 4b.

【0023】また、上記においては、外壁部における耐
力壁の組込工法及び耐力壁の構造について説明したが、
枠形状に配設された軸組に壁パネルが固定されてなる界
壁、間仕切壁等においても同様にかかる耐力壁を設ける
ことができる。すなわち、外壁部の場合と同様に、界
壁、間仕切り壁等の内部の枠形状に配設された軸組に、
リップ溝形鋼等から軸組が構成される場合にあっては、
前記したような溝塞ぎ部材3を固定具により固定し、前
記ブレース付フレーム5を軸組に嵌め込むと共に、該溝
塞ぎ部材3を介して前記軸組の内周側に固定具により固
定することで同様の耐力壁を構成することができる。一
方、前記軸組が断面矩形の木材軸組等からなる場合にあ
っては、溝塞ぎ部材3を使用せずに、前記ブレース付フ
レーム5を該軸組に嵌め込むと共に固定具により固定す
ることで同様の耐力壁を構成することができる。また、
上記した耐力壁の構造A及びBは、増築工事に限らず、
新築工事においても採用することができる。
In the above description, the method of incorporating the bearing wall in the outer wall portion and the structure of the bearing wall have been described.
Such a bearing wall can also be provided in the case of a field wall, a partition wall or the like in which a wall panel is fixed to a frame-shaped frame. That is, as in the case of the outer wall portion, in the frame arranged in the inner frame shape such as the boundary wall and the partition wall,
When the frame is composed of lip channel steel, etc.,
The groove closing member 3 as described above is fixed by a fixing tool, the frame 5 with braces is fitted in the shaft assembly, and is fixed to the inner peripheral side of the shaft assembly by the fixing tool via the groove closing member 3. The same bearing wall can be constructed with. On the other hand, in the case where the frame set is made of a wood frame set having a rectangular cross section, the frame with braces 5 is fitted into the frame set and fixed by a fixture without using the groove closing member 3. The same bearing wall can be constructed with. Also,
The structures A and B of the bearing wall are not limited to the extension work,
It can also be used in new construction.

【0024】[0024]

【発明の効果】請求項1記載の耐力壁の構造は、枠形状
に配設された軸組の内周側に、該枠形状の内周に合致す
るフレーム及び該フレームの隅部同士を接続するブレー
スを備えたブレース付フレームが嵌め込まれると共に、
固定具により固定されたものであるので、該耐力壁の構
造を設けるに際して、軸組の切断及び取替、並びに溶接
施工を必要とせず、一般の作業者が能率よく耐力壁の組
込施工を行うことが可能である。加えて、軸組の切断及
び取替を要しないことから、産業廃棄物として処理すべ
き軸組の切断片等が発生せず、産業廃棄物処理コストの
低減が図られる。
According to the structure of the load-bearing wall according to the first aspect of the present invention, the frame and the corners of the frame that match the inner circumference of the frame are connected to the inner circumference of the frame-shaped shaft assembly. A frame with a brace with a brace to
Since it is fixed with a fixture, when constructing the structure of the load-bearing wall, cutting and replacement of the frame and welding work are not required, and general workers can efficiently install the load-bearing wall. It is possible to do. In addition, since the framework does not need to be cut and replaced, cutting pieces of the framework that should be treated as industrial waste do not occur, and the industrial waste treatment cost can be reduced.

【0025】請求項2記載の耐力壁の構造は、請求項1
記載の耐力壁の構造において、前記軸組がリップ溝形鋼
からなるものであって、該リップ溝形鋼の溝部に、該溝
部を塞ぐ溝塞ぎ部材が固定具により固定され、前記ブレ
ース付フレームが、前記軸組の内周側に嵌め込まれると
共に、前記溝塞ぎ部材を介して固定具により固定された
ものであるので、前記軸組がリップ溝形鋼であっても、
請求項1記載の耐力壁の構造と同様の効果が得られる。
According to a second aspect of the present invention, the structure of the load bearing wall is the first aspect.
In the structure of the load-bearing wall described above, the shaft assembly is made of lip grooved steel, and a groove closing member for closing the grooved portion is fixed to a groove portion of the lip grooved steel by a fixture, and the frame with braces is provided. However, since it is fixed to the inner peripheral side of the frame by a fixture via the groove closing member, even if the frame is lip channel steel,
The same effect as the structure of the load bearing wall according to claim 1 is obtained.

【0026】請求項3記載の耐力壁の組込工法は、枠形
状に配設された軸組に外壁パネルが固定されてなる外壁
部を耐力壁にする耐力壁の組込工法であって、既設の外
壁パネルを前記軸組から取り外す外壁パネル取り外し工
程と、前記枠形状の内周に合致するフレーム及び該フレ
ームの隅部同士を接続するブレースを備えたブレース付
フレームを、前記軸組の内周側に嵌め込むと共に、固定
具により固定するブレース付フレーム取付工程と、外壁
パネル取り外し工程において取り外した既設の外壁パネ
ルを前記軸組に再び取り付ける外壁パネル復帰工程と、
を含むものであるので、該工法によれば、請求項1記載
の耐力壁の構造と同様の効果が得られる。
According to a third aspect of the present invention, there is provided a load bearing wall assembling method, wherein an outer wall portion formed by fixing an outer wall panel to a frame-shaped frame is used as a load bearing wall. An outer wall panel removing step of removing an existing outer wall panel from the frame assembly, and a frame with a brace including a frame matching the inner circumference of the frame shape and a brace connecting the corners of the frame to each other are provided in the frame assembly. A frame mounting step with a brace that fits on the peripheral side and is fixed by a fixture, an outer wall panel returning step of reattaching the existing outer wall panel removed in the outer wall panel removing step to the shaft assembly,
According to this construction method, the same effect as the structure of the load bearing wall can be obtained.

【0027】請求項4記載の耐力壁の組込工法は、枠形
状に配設されたリップ溝形鋼からなる軸組に外壁パネル
が固定されてなる外壁部を耐力壁にする耐力壁の組込工
法であって、既設の外壁パネルを前記軸組から取り外す
外壁パネル取り外し工程と、前記リップ溝形鋼の溝部に
該溝部を塞ぐ溝塞ぎ部材を固定具により固定する溝塞ぎ
部材取付工程と、前記枠形状の内周に合致するフレーム
及び該フレームの隅部同士を接続するブレースを備えた
ブレース付フレームを、前記軸組の内周側に嵌め込むと
共に、前記溝塞ぎ部材を介して前記軸組の内周側に固定
具により固定するブレース付フレーム取付工程と、外壁
パネル取り外し工程において取り外した既設の外壁パネ
ルを前記軸組に再び取り付ける外壁パネル復帰工程と、
を含むものであるので、該工法によれば、請求項2記載
の耐力壁の構造と同様の効果が得られる。
According to a fourth aspect of the present invention, there is provided a load bearing wall assembling method, wherein an outer wall portion formed by fixing an outer wall panel to a shaft assembly made of lip channel steel arranged in a frame shape is used as a load bearing wall. An embedding method, an outer wall panel removing step of removing an existing outer wall panel from the shaft assembly, and a groove closing member attaching step of fixing a groove closing member for closing the groove portion to the groove portion of the lip groove section steel with a fixture. A frame with a brace having a frame that matches the inner circumference of the frame shape and a brace that connects the corners of the frame is fitted to the inner circumference side of the frame assembly, and the shaft is provided through the groove closing member. A frame attaching step with a brace that is fixed to the inner peripheral side of the set by a fixture, and an outer wall panel returning step of reattaching the existing outer wall panel removed in the outer wall panel removing step to the shaft set,
According to this construction method, the same effect as the structure of the load bearing wall can be obtained.

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

【図1】本発明の実施の形態に係る耐力壁を設けた外壁
を戸外側からみた場合の概略図であって、外壁パネルを
省略して表示したものである。
FIG. 1 is a schematic view of an outer wall provided with a load bearing wall according to an embodiment of the present invention when viewed from the outside of the door, in which an outer wall panel is omitted.

【図2】図1のZ−Z断面図である。FIG. 2 is a sectional view taken along line ZZ of FIG.

【図3】溝塞ぎ部材を示した斜視図である。FIG. 3 is a perspective view showing a groove closing member.

【図4】外壁パネルを取り外して、溝塞ぎ部材を軸組に
取り付ける場合の説明図である。
FIG. 4 is an explanatory diagram of a case where an outer wall panel is removed and a groove closing member is attached to a shaft assembly.

【図5】軸組にブレース付フレームを取り付ける場合の
説明図である。
FIG. 5 is an explanatory diagram of a case where a frame with braces is attached to the frame assembly.

【図6】軸組に固定したブレース付フレームの上から先
に取り外した外壁パネルを再び取り付ける場合の説明図
である。
FIG. 6 is an explanatory diagram for reattaching the outer wall panel that has been previously removed from the top of the frame with braces fixed to the frame.

【図7】断面矩形の木材軸組からなる外壁部に耐力壁を
組み込んだ状態を戸外側からみた場合の概略図であっ
て、外壁パネルを省略して表示したものである。
FIG. 7 is a schematic view of a state in which a load bearing wall is incorporated in an outer wall portion made of a timber frame having a rectangular cross section, as viewed from the outside of the door, with the outer wall panel omitted.

【図8】図7のS−S断面図である。8 is a sectional view taken along line S-S in FIG. 7.

【符号の説明】[Explanation of symbols]

A、B 耐力壁の構造 X、Y 外壁部 1 軸組 1a 溝部 2 外壁パネル 3、3A乃至3C 溝塞ぎ部材 4a、4b 固定具 5 ブレース付フレーム 5a フレーム 5b ブレース A, B Bearing wall structure X, Y outer wall 1 axis 1a groove 2 outer wall panels 3, 3A to 3C groove closing member 4a, 4b fixture Frame with 5 braces 5a frame 5b brace

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04G 23/02 E04G 23/02 E (72)発明者 上田 祐史 大阪市北区大淀中1丁目1番88号 積水ハ ウス株式会社内 (72)発明者 中原 和夫 大阪市北区大淀中1丁目1番88号 積水ハ ウス株式会社内 (72)発明者 堀江 寿弘 大阪市北区大淀中1丁目1番88号 積水ハ ウス株式会社内 (72)発明者 小谷 宗男 大阪市北区大淀中1丁目1番88号 積水ハ ウス株式会社内 Fターム(参考) 2E002 EB12 FA02 FA03 FB08 FB15 FB16 HA02 HB01 HB03 MA09 2E176 AA09 BB28 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 7 Identification code FI theme code (reference) E04G 23/02 E04G 23/02 E (72) Inventor Yushi Ueda 1-88, Oyonaka, Kita-ku, Osaka No. Sekisui House Co., Ltd. (72) Inventor Kazuo Nakahara 1-1-88 Oyodochu, Kita-ku, Osaka City Sekisui House Co., Ltd. (72) Toshihiro Horie 1-1-88 Oyodochu, Kita-ku, Osaka No. Sekisui House Co., Ltd. (72) Inventor Muneo Otani 1-88, Oyodochu, Kita-ku, Osaka City F-terms (reference) within Sekisui House Co., Ltd. (reference) 2E002 EB12 FA02 FA03 FB08 FB15 FB16 HA02 HB01 HB03 MA09 2E176 AA09 BB28

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 枠形状に配設された軸組の内周側に、該
枠形状の内周に合致するフレーム及び該フレームの隅部
同士を接続するブレースを備えたブレース付フレームが
嵌め込まれると共に、固定具により固定されたことを特
徴とする耐力壁の構造。
1. A brace-equipped frame having a frame matching the inner circumference of the frame and a brace connecting the corners of the frame is fitted to the inner circumference of the frame-shaped frame. Also, the structure of the load bearing wall is characterized by being fixed by a fixing tool.
【請求項2】 前記軸組がリップ溝形鋼からなるもので
あって、該リップ溝形鋼の溝部に、該溝部を塞ぐ溝塞ぎ
部材が固定具により固定され、前記ブレース付フレーム
が、前記軸組の内周側に嵌め込まれると共に、前記溝塞
ぎ部材を介して固定具により固定されたことを特徴とす
る請求項1記載の耐力壁の構造。
2. The shaft assembly is made of lip grooved steel, and a groove closing member for closing the grooved portion is fixed to a groove portion of the lip grooved steel by a fixture, and the frame with braces is The structure of the load bearing wall according to claim 1, wherein the structure is fitted on the inner peripheral side of the shaft assembly and fixed by a fixture via the groove closing member.
【請求項3】 枠形状に配設された軸組に外壁パネルが
固定されてなる外壁部を耐力壁にする耐力壁の組込工法
であって、 既設の外壁パネルを前記軸組から取り外す外壁パネル取
り外し工程と、 前記枠形状の内周に合致するフレーム及び該フレームの
隅部同士を接続するブレースを備えたブレース付フレー
ムを、前記軸組の内周側に嵌め込むと共に、固定具によ
り固定するブレース付フレーム取付工程と、 外壁パネル取り外し工程において取り外した既設の外壁
パネルを前記軸組に再び取り付ける外壁パネル復帰工程
と、を含むことを特徴とする耐力壁の組込工法。
3. A method for assembling a bearing wall in which an outer wall portion formed by fixing an outer wall panel to a frame-shaped frame member is used as a bearing wall, wherein an existing outer wall panel is detached from the frame member. Panel removal process, and a frame with braces, which has a frame that matches the inner circumference of the frame shape and braces that connect the corners of the frame, is fitted on the inner circumference side of the frame assembly and fixed by a fixture. And a step of attaching a frame with a brace, and an outer wall panel restoring step of reattaching the existing outer wall panel removed in the outer wall panel removing step to the shaft assembly.
【請求項4】 枠形状に配設されたリップ溝形鋼からな
る軸組に外壁パネルが固定されてなる外壁部を耐力壁に
する耐力壁の組込工法であって、 既設の外壁パネルを前記軸組から取り外す外壁パネル取
り外し工程と、 前記リップ溝形鋼の溝部に、該溝部を塞ぐ溝塞ぎ部材を
固定具により固定する溝塞ぎ部材取付工程と、 前記枠形状の内周に合致するフレーム及び該フレームの
隅部同士を接続するブレースを備えたブレース付フレー
ムを、前記軸組の内周側に嵌め込むと共に、前記溝塞ぎ
部材を介して前記軸組の内周側に固定具により固定する
ブレース付フレーム取付工程と、 外壁パネル取り外し工程において取り外した既設の外壁
パネルを前記軸組に再び取り付ける外壁パネル復帰工程
と、を含むことを特徴とする耐力壁の組込工法。
4. A method for assembling a bearing wall in which an outer wall portion formed by fixing an outer wall panel to a shaft assembly made of lip channel steel arranged in a frame shape is used as a bearing wall. An outer wall panel removing step of removing from the shaft assembly, a groove closing member attaching step of fixing a groove closing member for closing the groove portion to a groove portion of the lip grooved steel with a fixing tool, and a frame conforming to the inner periphery of the frame shape. And a frame with braces having braces for connecting the corners of the frame is fitted to the inner peripheral side of the shaft set and fixed to the inner peripheral side of the shaft set by the fixing tool via the groove closing member. And a step of attaching a frame with a brace, and an outer wall panel restoring step of reattaching the existing outer wall panel removed in the outer wall panel removing step to the shaft assembly.
JP2001251309A 2001-08-22 2001-08-22 Structure of bearing wall and built-in construction method therefor Pending JP2003064806A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001251309A JP2003064806A (en) 2001-08-22 2001-08-22 Structure of bearing wall and built-in construction method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001251309A JP2003064806A (en) 2001-08-22 2001-08-22 Structure of bearing wall and built-in construction method therefor

Publications (1)

Publication Number Publication Date
JP2003064806A true JP2003064806A (en) 2003-03-05

Family

ID=19079974

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2003064806A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006249799A (en) * 2005-03-11 2006-09-21 Kenzo Iwata Aseismatic reinforcing member for wooden building
JP2006348505A (en) * 2005-06-14 2006-12-28 Shiyaji Kikaku:Kk Seismically retrofitting structure for wooden construction, and method of seismically retrofitting wooden construction
JP2010053645A (en) * 2008-08-29 2010-03-11 Okumura Corp Aseismatic frame structure and construction method of the same
JP2014177848A (en) * 2013-03-15 2014-09-25 Asuka Sekkei:Kk Building method of building and structure
JP2020105904A (en) * 2020-03-13 2020-07-09 悦夫 小口 Height adjustable external anti-earthquake reinforcement device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006249799A (en) * 2005-03-11 2006-09-21 Kenzo Iwata Aseismatic reinforcing member for wooden building
JP2006348505A (en) * 2005-06-14 2006-12-28 Shiyaji Kikaku:Kk Seismically retrofitting structure for wooden construction, and method of seismically retrofitting wooden construction
JP2010053645A (en) * 2008-08-29 2010-03-11 Okumura Corp Aseismatic frame structure and construction method of the same
JP2014177848A (en) * 2013-03-15 2014-09-25 Asuka Sekkei:Kk Building method of building and structure
JP2020105904A (en) * 2020-03-13 2020-07-09 悦夫 小口 Height adjustable external anti-earthquake reinforcement device
JP7100378B2 (en) 2020-03-13 2022-07-13 ケアンズ・イノベーション株式会社 Height-adjustable external seismic retrofitting device

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