JP2003064810A - 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
JP2003064810A
JP2003064810A JP2001251286A JP2001251286A JP2003064810A JP 2003064810 A JP2003064810 A JP 2003064810A JP 2001251286 A JP2001251286 A JP 2001251286A JP 2001251286 A JP2001251286 A JP 2001251286A JP 2003064810 A JP2003064810 A JP 2003064810A
Authority
JP
Japan
Prior art keywords
wall
bearing wall
frame
fixed
wall panel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2001251286A
Other languages
Japanese (ja)
Other versions
JP3926121B2 (en
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 JP2001251286A priority Critical patent/JP3926121B2/en
Publication of JP2003064810A publication Critical patent/JP2003064810A/en
Application granted granted Critical
Publication of JP3926121B2 publication Critical patent/JP3926121B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related 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, removing adjacent wall panels on both sides of a wall part which is formed into the bearing wall, and generating cut pieces of the framework which become industrial waste and provide a structure of the bearing wall. SOLUTION: This structure A of the bearing wall in an exterior wall part 3 is constructed in such a way that an exterior wall panel 2 is fixed to the framework 1 arranged in a frame shape, a face member 4 which agrees with a frame shape is fixed to an outdoor side face of the framework 1 arranged in the frame shape in a peripheral fringe part by a fixing device 5, and an exterior wall panel 6 for replacement which is thinner than a thickness of the exterior wall panel 2 in the surroundings by a thickness of the face member 4 is fixed to the framework 1.

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、既存の軸組の切断や、当該壁部の壁パネ
ルとその両隣の壁パネルの取り外しが必要であり、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 load bearing wall is the cutting of the existing frame or the wall panel of the wall portion and the both sides of the wall panel. The wall panels had to be removed, which was time consuming and labor intensive. In addition, there is also a problem that a fragment of the cut frame or an unnecessary frame generated by the replacement becomes an industrial waste, and an additional cost is required 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る、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。さらに、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 occur, and even in the case of qualified personnel, on-site welding is unreliable and there is a problem in construction reliability. Furthermore, at the construction site of a house, materials that are easily ignited and waste materials are often scattered, which may cause a fire due to sparks during construction.Moreover, site workers need to be extra careful and work efficiency is improved. 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、耐力壁にする壁部の両隣の壁パネルを取り外さず、
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 to solve the above problems, and does not cut the frame, does not replace the frame, and does not remove the wall panels on both sides of the wall portion to be the bearing wall.
Moreover, it is an object of the present invention to provide a method for incorporating a bearing wall into which a non-bearing wall is a bearing wall, and a structure of the bearing wall, without generating cutting pieces of a frame that become industrial waste.

【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
た軸組の片面に、該枠形状に合致する面材がその周縁部
において固定具により固定されることにより耐力壁を構
成することを特徴としている。
In order to achieve the above-mentioned object, the structure of the load bearing wall according to claim 1 has a frame member arranged on one side of a frame which has a face member conforming to the frame shape. It is characterized in that a load bearing wall is configured by being fixed by a fixing tool at the peripheral portion.

【0007】請求項2記載の耐力壁の構造は、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
の戸外側面に、該枠形状に合致する面材がその周縁部に
おいて固定具により固定され、該面材上から、周囲の外
壁パネルの厚さより該面材の厚さだけ薄い取替外壁パネ
ルが前記軸組に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 a structure of the load bearing wall, wherein the outer wall panel is fixed to the frame-shaped frame assembly and the outer wall panel is fixed to the load bearing wall. A face material that conforms to the frame shape is fixed to the outer side surface of the set by a fixture at its peripheral edge, and a replacement outer wall panel that is thinner than the thickness of the surrounding outer wall panel from the face material by the thickness of the face material. Is fixed to the frame.

【0008】請求項3記載の耐力壁の構造は、請求項1
又は2記載の耐力壁の構造において、前記面材は、パン
チングメタルであることを特徴としている。
According to a third aspect of the present invention, there is provided the bearing wall structure according to the first aspect.
Alternatively, in the structure of the load bearing wall as described in 2, the face material is a punching metal.

【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し、枠形状に配設された
軸組の戸外側面に、該枠形状に合致する面材をその周縁
部において固定具により固定し、前記面材上から、周囲
の外壁パネルの厚さより該面材の厚さだけ薄い取替外壁
パネルを前記既設の外壁パネルの代わりに前記軸組に固
定する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 frame-shaped frame is used as a load bearing wall. The existing outer wall panel is removed from the frame, the door outer surface of the frame arranged in a frame shape, a face material matching the frame shape is fixed by a fixture at its peripheral portion, and from the face material, It is characterized in that a replacement outer wall panel, which is thinner than the surrounding outer wall panel by the thickness of the face material, is fixed to the frame instead of the existing outer wall panel.

【0010】請求項5記載の耐力壁の組込工法は、請求
項4記載の耐力壁の組込工法において、前記面材は、パ
ンチングメタルであることを特徴としている。
According to a fifth aspect of the present invention, there is provided a load bearing wall assembling method according to the fourth aspect, wherein the face material is punched metal.

【0011】[0011]

【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。
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.

【0012】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軸
組1に外壁パネル2が固定されてなる外壁部3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の戸
外側面に、該枠形状に合致する面材4がその周縁部にお
いて固定具5により固定され、該面材4上から、取替外
壁パネル6が前記軸組1に固定されたものである。以
下、更に詳細に説明する。
As shown in FIGS. 1 and 2, the structure A of the bearing wall according to the embodiment of the present invention has an outer wall portion 3 in which an outer wall panel 2 is fixed to a framework 1 arranged in a frame shape. In the structure of the load-bearing wall, the face member 4 conforming to the frame shape is fixed to the door outer side surface of the frame assembly 1 arranged in the frame shape by the fixing tool 5 at the peripheral edge thereof. Therefore, the replacement outer wall panel 6 is fixed to the shaft set 1. The details will be described below.

【0013】前記面材4としては、前述したように軸組
によって形成される枠形状に合致する形状のものが使用
され、例えば、その枠形状が矩形であれば、図示するよ
うな矩形の面材4が使用される。該面材4としては、建
築構造上必要な強度を有すると共に、同外形のものと比
較して軽量であるパンチングメタルが使用されており、
更に該パンチングメタルの周縁部には、ボルト取付孔4
aが一定間隔をおいて穿設されている。なお、面材4
は、前記パンチングメタルに限定されず、建築構造上必
要な強度を有するものであればよい。例えば、パンチン
グメタルが有する多数孔のない単なる板材やメッシュ材
などでもよい。
As the face member 4, a member having a shape that matches the frame shape formed by the shaft assembly as described above is used. For example, if the frame shape is rectangular, a rectangular surface as shown in the drawing is used. Material 4 is used. As the face material 4, punching metal is used, which has strength necessary for a building structure and is lighter in weight than the outer shape.
Further, a bolt mounting hole 4 is provided on the peripheral edge of the punching metal.
a are provided at regular intervals. In addition, face material 4
Is not limited to the punching metal, and may be any as long as it has a strength required for a building structure. For example, it may be a simple plate material or a mesh material that does not have many holes of punching metal.

【0014】前記固定具5としては、ボルト5a及びガ
イド付きナット5bが使用されている。該ガイド付きナ
ット5bは、前記軸組1のつばに付勢力により挟み留ま
るように該つば形状に合わせて薄板が折曲加工されてな
るガイド部5cがナットに溶接等により固定されたもの
である。このため、ボルト5aと該ガイド付きナット5
bを締結する際に、該ガイド部5cを軸組1のつばに挟
み留めながら行うことで、面材4を取り付ける際に、手
でナットを押さえておく必要がなく、能率よく施工する
ことができる。なお、本実施の形態では、固定具5とし
て、ボルト5a及びガイド付きナット5bを使用してい
るが、施工能率の問題を別にすれば、他の固定具、例え
ばビス、釘などを用いて面材4を軸組1に固定してもよ
い。
As the fixing tool 5, a bolt 5a and a nut 5b with a guide are used. The nut 5b with a guide has a guide portion 5c formed by bending a thin plate according to the shape of the collar so as to be sandwiched by the urging force of the collar of the shaft assembly 1 and fixed to the nut by welding or the like. . Therefore, the bolt 5a and the nut 5 with the guide are
Since the guide portion 5c is clamped to the brim of the frame assembly 1 when fastening b, it is not necessary to hold down the nut by hand when mounting the face material 4, and the construction can be performed efficiently. it can. In addition, in the present embodiment, the bolt 5a and the nut with guide 5b are used as the fixture 5. However, apart from the problem of construction efficiency, other fixtures such as screws and nails are used for the surface. The material 4 may be fixed to the framework 1.

【0015】前記取替外壁パネル6は、耐力壁を追加す
べき外壁部3の周囲に配置された外壁パネル2の厚さよ
り前記面材4の厚さだけ薄いものである。従って、前記
取替パネル6を使用すれば周囲の外壁パネルと段差を形
成することなく同一面に配置されるので、戸外側から見
た外観を損ねることがない。なお、図示した取替外壁パ
ネル6及び周囲の外壁パネル2は、断面コの字材で矩形
に形成された枠体7と、該枠体7に固定された外壁ボー
ド8と、前記枠体7の内側に配設された断熱材9とから
なるものが使用されているが、他の種類の外壁パネルで
あっても、取替パネル6は前記した厚さのものを使用す
ればよい。
The replacement outer wall panel 6 is thinner than the outer wall panel 2 arranged around the outer wall portion 3 to which the load bearing wall is to be added, by the thickness of the face material 4. Therefore, when the replacement panel 6 is used, the replacement panel 6 is arranged on the same plane as the surrounding outer wall panel without forming a step, so that the appearance seen from the outside of the door is not spoiled. The illustrated replacement outer wall panel 6 and the surrounding outer wall panel 2 include a frame body 7 formed in a rectangular shape with a U-shaped cross section, an outer wall board 8 fixed to the frame body 7, and the frame body 7. Although the heat insulating material 9 disposed inside the above is used, the replacement panel 6 may have the above-mentioned thickness even if it is an outer wall panel of another type.

【0016】つぎに、上記耐力壁A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3に示すように、耐力壁を組み込むべき外壁部3の既
設の外壁パネル2を取り外して、軸組1を戸外側に露出
させる。次に、取り付ける面材4のボルト取付孔4aに
合致するように工作機械10を用いて軸組1にキリ孔を
適宜穿設し、軸組のキリ孔に合わせて前記ガイド付きナ
ット5bを各々挟み留める。
Next, a method of assembling the bearing wall A into which the bearing wall A is incorporated into the non-bearing wall will be described. First,
As shown in FIG. 3, the existing outer wall panel 2 of the outer wall portion 3 in which the load bearing wall is to be incorporated is removed to expose the framework 1 to the outside of the door. Next, a machine tool 10 is used to appropriately perforate a drill hole in the framework 1 so as to match the bolt mounting hole 4a of the face member 4 to be mounted, and the nuts 5b with guides are respectively fitted to the drill holes of the framework. Hold it in place.

【0017】そして、図4に示すように面材4を枠形状
に配設された軸組1の戸外側面に重ね合わせ、その周縁
部のボルト取付孔4aにボルト5aを通して前記ガイド
付きナット5bに締結して、該面材4を軸組1に固定す
る。なお、該作業においては、面材4としてパンチング
メタルが使用されているので、多数の孔が穿設されてい
ない単なる面材を取り付ける場合と比較して、該面材4
の取付作業を行う作業者の負荷は軽減される。
Then, as shown in FIG. 4, the face member 4 is superposed on the outer surface of the frame assembly 1 arranged in a frame shape, and the bolt 5a is passed through the bolt mounting hole 4a at the peripheral portion thereof to the guide nut 5b. The face material 4 is fastened and fixed to the frame set 1. Since punching metal is used as the face material 4 in the work, the face material 4 is not provided as compared with the case where a simple face material without a large number of holes is attached.
The burden on the worker who carries out the installation work of is reduced.

【0018】最後に、図5に示すように、前記面材4上
から、前記取替外壁パネル6を所定の取付金具11を用
いて軸組1に固定して耐力壁の組込施工が完了する。こ
のときの前記取替外壁パネル6の納まり状態は、図1に
示したように、該取替外壁パネル6は、その厚さが、周
囲の外壁パネル2より、前記面材4の厚さだけ薄いの
で、取付後は、周囲の外壁パネルと同一面に配置され
る。
Finally, as shown in FIG. 5, the replacement outer wall panel 6 is fixed to the frame assembly 1 from above the face member 4 by using a predetermined mounting metal fitting 11, and the assembling work of the bearing wall is completed. To do. As shown in FIG. 1, the housed state of the replacement outer wall panel 6 at this time is such that the thickness of the replacement outer wall panel 6 is smaller than that of the surrounding outer wall panel 2 by the thickness of the face material 4. Since it is thin, it is placed flush with the surrounding outer wall panels after installation.

【0019】なお、上記した耐力壁の構造は、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。
また、本実施の形態においては、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。つまり、外壁部の場合と同様に、界壁、間仕
切り壁等の内部に枠形状に配設された軸組の片面若しく
は両面に、該枠形状に合致する面材をその周縁部におい
て固定具により固定することにより、耐力壁を構成する
ことができる。
The structure of the bearing wall can be applied not only to the extension work but also to the new construction work.
Further, in the present embodiment, the method of incorporating the load-bearing wall in the outer wall portion and the structure of the load-bearing wall have been described, but a boundary wall in which a wall panel is fixed to a frame-shaped frame,
Such a bearing wall can be similarly provided in a partition wall or the like. That is, as in the case of the outer wall portion, a face material matching the frame shape is fixed on one or both surfaces of the frame set arranged in the frame shape inside the boundary wall, the partition wall or the like by a fixing tool at its peripheral portion. By fixing, the bearing wall can be constructed.

【0020】[0020]

【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片面に、該枠形状に合致する面材が
その周縁部において固定具により固定されることにより
耐力壁を構成するものであるので、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, a face material conforming to the frame shape is fixed to one surface of the frame set arranged in the frame shape by a fixing tool at its peripheral portion. Since the load bearing wall is constructed, a general worker efficiently installs the load bearing wall without providing cutting and replacement of the frame and welding work when the structure of the load bearing wall is provided. It is possible. 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.

【0021】請求項2記載の耐力壁の構造は、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
の戸外側面に、該枠形状に合致する面材がその周縁部に
おいて固定具により固定され、該面材上から、周囲の外
壁パネルの厚さより該面材の厚さだけ薄い厚さの取替外
壁パネルが前記軸組に固定されたものであるので、該耐
力壁の構造によれば、請求項1記載の効果と同様の効果
を有すると共に、戸外側からみた外観を損ねることなく
耐力壁を設けることが可能である。
According to a second aspect of the present invention, there is provided a structure of the load bearing wall, wherein the outer wall panel is fixed to the frame-shaped frame set, and the outer wall panel is fixed to the load bearing wall. A face material conforming to the frame shape is fixed to the outer side surface of the set by a fixture at its peripheral edge, and a thickness smaller than the thickness of the surrounding outer wall panel is smaller than the thickness of the surrounding outer wall panel. Since the replacement outer wall panel is fixed to the frame, the structure of the load bearing wall has the same effect as that of claim 1, and the load bearing wall without impairing the appearance as seen from the outside of the door. Can be provided.

【0022】請求項3記載の耐力壁の構造は、請求項1
又は2記載の耐力壁の構造において、前記面材は、パン
チングメタルであるものであるので、施工に際して作業
者の負担を軽減し、施工能率の向上が図られる。
The structure of the load bearing wall according to claim 3 is the structure according to claim 1.
Alternatively, in the structure of the load-bearing wall described in 2, since the face material is made of punching metal, the burden on the operator at the time of construction can be reduced and the construction efficiency can be improved.

【0023】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し、枠形状に配設された
軸組の戸外側面に、該枠形状に合致する面材をその周縁
部において固定具により固定し、前記面材上から、周囲
の外壁パネルの厚さより該面材の厚さだけ薄い取替外壁
パネルを前記既設の外壁パネルの代わりに前記軸組に固
定する工法であるので、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 frame-shaped frame is used as a load bearing wall. The existing outer wall panel is removed from the frame, the door outer surface of the frame arranged in a frame shape, a face material matching the frame shape is fixed by a fixture at its peripheral portion, and from the face material, The replacement outer wall panel, which is thinner than the surrounding outer wall panel by the thickness of the face material, is fixed to the frame instead of the existing outer wall panel. Therefore, according to the method, according to claim 2, The same effect as the structure of the bearing wall can be obtained.

【0024】請求項5記載の耐力壁の組込工法は、請求
項4記載の耐力壁の組込工法において、前記面材は、パ
ンチングメタルである工法であるので、施工に際して作
業者の負担を軽減し、施工能率の向上が図られる。
The load-bearing wall assembling method according to the fifth aspect is the load-bearing wall assembling method according to the fourth aspect, wherein the face material is a punching metal. The work efficiency will be reduced and the construction efficiency will be improved.

【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及びその周囲
の壁部の構造を示した平面図である。
FIG. 1 is a plan view showing a structure of a load bearing wall and a wall portion around the load bearing wall according to an embodiment of the present invention.

【図2】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る。
FIG. 2 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.

【図3】既設の外壁パネルを取り外し、面材を取り付け
るための孔を穿設し、ガイド付きナットを取り付ける場
合を示した説明図である。
FIG. 3 is an explanatory view showing a case where an existing outer wall panel is removed, a hole for attaching a face material is bored, and a nut with a guide is attached.

【図4】面材を固定具により軸組に固定する場合を示し
た説明図である。
FIG. 4 is an explanatory view showing a case where a face member is fixed to a frame by a fixture.

【図5】取替外壁パネルを軸組に固定する場合を示した
説明図である。
FIG. 5 is an explanatory view showing a case where a replacement outer wall panel is fixed to a frame assembly.

【符号の説明】[Explanation of symbols]

A 耐力壁の構造 1 軸組 2 外壁パネル 3 外壁部 4 面材 5 固定具 5a ボルト 5b ガイド付きナット 6 取替外壁パネル Structure of bearing wall 1 axis 2 outer wall panels 3 outer wall 4 surface materials 5 fixtures 5a bolt 5b Guided nut 6 Replacement outer wall panel

───────────────────────────────────────────────────── フロントページの続き (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 FB08 FB16 MA09 2E176 AA09 BB28 BB31 BB36    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yushi Ueda             Sekisui Ha, 1-188 Oyodo-Naka, Kita-ku, Osaka-shi             Inside Us Co., Ltd. (72) Inventor Kazuo Nakahara             Sekisui Ha, 1-188 Oyodo-Naka, Kita-ku, Osaka-shi             Inside Us Co., Ltd. (72) Inventor Toshihiro Horie             Sekisui Ha, 1-188 Oyodo-Naka, Kita-ku, Osaka-shi             Inside Us Co., Ltd. (72) Inventor Muneo Otani             Sekisui Ha, 1-188 Oyodo-Naka, Kita-ku, Osaka-shi             Inside Us Co., Ltd. F term (reference) 2E002 FB08 FB16 MA09                 2E176 AA09 BB28 BB31 BB36

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 枠形状に配設された軸組の片面に、該枠
形状に合致する面材がその周縁部において固定具により
固定されることにより耐力壁を構成することを特徴とす
る耐力壁の構造。
1. A load bearing wall, comprising a face member conforming to the frame shape fixed to one side of a frame arranged in a frame shape by a fixing tool at a peripheral edge thereof to form a load bearing wall. Wall structure.
【請求項2】 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の戸外側面に、該枠形状に合致
する面材がその周縁部において固定具により固定され、
該面材上から、周囲の外壁パネルの厚さより該面材の厚
さだけ薄い取替外壁パネルが前記軸組に固定されたこと
を特徴とする耐力壁の構造。
2. A structure of a load-bearing wall in an outer wall portion in which an outer wall panel is fixed to a frame-shaped frame assembly,
On the door outer side surface of the frame arranged in a frame shape, a face material matching the frame shape is fixed by a fixture at its peripheral portion,
A structure of a load bearing wall, characterized in that a replacement outer wall panel, which is thinner than the thickness of the surrounding outer wall panel by the thickness of the outer wall panel, is fixed to the frame from above the face material.
【請求項3】 前記面材は、パンチングメタルであるこ
とを特徴とする請求項1又は2記載の耐力壁の構造。
3. The structure of the load bearing wall according to claim 1, wherein the face material is punching metal.
【請求項4】 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し、
枠形状に配設された軸組の戸外側面に、該枠形状に合致
する面材をその周縁部において固定具により固定し、前
記面材上から、周囲の外壁パネルの厚さより該面材の厚
さだけ薄い取替外壁パネルを前記既設の外壁パネルの代
わりに前記軸組に固定することを特徴とする耐力壁の組
込工法。
4. A method for incorporating a bearing wall in which an outer wall portion formed by fixing an outer wall panel to a frame arranged in a frame shape is used as a bearing wall, wherein an existing outer wall panel is removed from the barrel.
A face member that matches the frame shape is fixed to the door outer surface of the frame arranged in the frame shape by a fixture at its peripheral edge, and from the face member, from the thickness of the surrounding outer wall panel, A method for incorporating a bearing wall, wherein a replacement outer wall panel having a smaller thickness is fixed to the frame instead of the existing outer wall panel.
【請求項5】 前記面材は、パンチングメタルであるこ
とを特徴とする請求項4記載の耐力壁の組込工法。
5. The method of assembling a bearing wall according to claim 4, wherein the face material is punched metal.
JP2001251286A 2001-08-22 2001-08-22 Load-bearing wall structure and load-bearing wall assembly method Expired - Fee Related JP3926121B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001251286A JP3926121B2 (en) 2001-08-22 2001-08-22 Load-bearing wall structure and load-bearing wall assembly method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001251286A JP3926121B2 (en) 2001-08-22 2001-08-22 Load-bearing wall structure and load-bearing wall assembly method

Publications (2)

Publication Number Publication Date
JP2003064810A true JP2003064810A (en) 2003-03-05
JP3926121B2 JP3926121B2 (en) 2007-06-06

Family

ID=19079955

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001251286A Expired - Fee Related JP3926121B2 (en) 2001-08-22 2001-08-22 Load-bearing wall structure and load-bearing wall assembly method

Country Status (1)

Country Link
JP (1) JP3926121B2 (en)

Also Published As

Publication number Publication date
JP3926121B2 (en) 2007-06-06

Similar Documents

Publication Publication Date Title
JP4826537B2 (en) Indoor interior structure with sound generation function
JP2003064810A (en) Structure of bearing wall and built-in construction method therefor
JP2003064806A (en) Structure of bearing wall and built-in construction method therefor
JP2003064809A (en) Structure of bearing wall and built-in construction method therefor
JP2021105333A (en) Ceiling inspection port
JP5997559B2 (en) Security screen device
JP2003064807A (en) Structure of bearing wall and built-in construction method therefor
JP6664263B2 (en) Soundproof panels and fences
JP2019173391A (en) Board attachment metal and indoor structure of building
JP2007284957A (en) Method of reinforcing horizontal wall formed of alc panels, and reinforcing structure
JP5427059B2 (en) Corner wall panel mounting method and structure
JP2018112007A (en) Face bar
JP2005240344A (en) Aseismatic repair structure of existing external facing wall
JP6402948B2 (en) Face material
JP2008271429A (en) Interior decoration panel for sound output with sound generating function
WO2020161940A1 (en) Hollow member installation structure
JPH108607A (en) Wall panel upper part fitting structure
JP3025428U (en) Side wall panel of unit bath
KR100472701B1 (en) Checking door for ceiling
JP2002021229A (en) Partition wall
JP3065627U (en) Metal fittings that can fix the interior and exterior from inside by combining metal plates.
JP2001081934A (en) Sticking method for interior-wall board
JPH04203512A (en) Hole filling method for plate material
JP2001098742A (en) Adhering method of board for wall surface in narrow space
JPH094100A (en) Attaching bracket of outer wall

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20041110

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20061019

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20061031

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20061206

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20070227

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20070227

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100309

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130309

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130309

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20160309

Year of fee payment: 9

LAPS Cancellation because of no payment of annual fees