JP2003064809A - 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
JP2003064809A
JP2003064809A JP2001251289A JP2001251289A JP2003064809A JP 2003064809 A JP2003064809 A JP 2003064809A JP 2001251289 A JP2001251289 A JP 2001251289A JP 2001251289 A JP2001251289 A JP 2001251289A JP 2003064809 A JP2003064809 A JP 2003064809A
Authority
JP
Japan
Prior art keywords
face material
frame
bearing wall
shaft assembly
wall
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
JP2001251289A
Other languages
Japanese (ja)
Other versions
JP3926122B2 (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 JP2001251289A priority Critical patent/JP3926122B2/en
Publication of JP2003064809A publication Critical patent/JP2003064809A/en
Application granted granted Critical
Publication of JP3926122B2 publication Critical patent/JP3926122B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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 framework which become industrial waste and provide a structure of the bearing wall. SOLUTION: This structure A of the bearing wall is constituted in such a way that a face member 2 having a shape which agrees with a frame shape is fixed to an inner peripheral side of the framework 1 arranged in a frame shape through a face member mounting fitting 3, a framework fixing part of the face member mounting fitting 3 is fixed to an inner peripheral face of the framework 1 by fixing members 4a, 4b, and the face member 2 is fixed to a face member fixing part 3b of the face member mounting fitting 3 by the fixing members 4a, 4b while fitting in the inner peripheral side of the framework 1 or a frame formed by a face member restraint part 3c.

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。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 arise, and even in the case of qualified personnel, on-site welding is unreliable and there is a problem in the reliability of construction. 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. 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、該枠形状に合致する形状の面材が面
材取付金具を介して固定された耐力壁の構造であって、
前記面材取付金具は、前記軸組の内周面に固定される軸
組固定部と、該軸組固定部に対して直角に形成された面
材固定部と、を備え、前記面材取付金具の軸組固定部が
前記軸組の内周面に固定具により固定され、前記面材が
前記軸組の内周側に嵌合されつつ、前記面材取付金具の
面材固定部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 has a shape matching the frame shape on the inner peripheral side of the frame set in the frame shape. The surface material of is a structure of a load-bearing wall fixed through a surface material mounting bracket,
The face material mounting bracket includes a shaft assembly fixing portion fixed to an inner peripheral surface of the shaft assembly, and a face material fixing portion formed at a right angle to the shaft assembly fixing portion. The shaft assembly fixing portion of the metal fitting is fixed to the inner peripheral surface of the shaft assembly by a fixture, and the face material is fitted to the inner peripheral side of the shaft assembly while being fixed to the face material fixing portion of the face material mounting metal fitting. It is characterized by being fixed with a tool.

【0007】請求項2記載の耐力壁の構造は、枠形状に
配設された軸組の内周側に、該枠形状に略合致する形状
の面材が面材取付金具を介して固定された耐力壁の構造
であって、前記面材取付金具は、前記軸組の内周面に固
定される軸組固定部と、該軸組固定部に対して直角に形
成された面材固定部と、前記面材の縁端部を係止して該
面材の壁面方向への移動を拘束する面材拘束部と、を備
え、前記面材取付金具の軸組固定部が前記軸組の内周面
に固定具により固定され、前記面材が、前記面材取付金
具の面材拘束部によって形成される枠に嵌合されつつ、
前記面材固定部に固定具により固定されたことを特徴と
している。
In the structure of the load bearing wall according to the second aspect of the present invention, a face material having a shape substantially conforming to the frame shape is fixed to the inner peripheral side of the frame set arranged in the frame shape via the face material mounting metal fitting. In the structure of the load-bearing wall, the face material mounting member includes a shaft assembly fixing portion fixed to an inner peripheral surface of the shaft assembly and a face material fixing portion formed at a right angle to the shaft assembly fixing portion. And a face material restraining portion that locks the edge portion of the face material to restrain the movement of the face material in the wall surface direction, and the shaft assembly fixing portion of the face material mounting bracket is of the shaft assembly. While being fixed to the inner peripheral surface by a fixture, the face material is fitted into a frame formed by the face material restraining portion of the face material mounting bracket,
It is characterized in that it is fixed to the face material fixing portion by a fixing tool.

【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す外壁パネル取り外し工
程と、前記軸組の内周面に固定される軸組固定部と、該
軸組固定部に対して直角に形成された面材固定部と、を
備えた面材取付金具を、前記軸組の内周面に固定具によ
り固定する面材取付金具取付工程と、前記面材を前記軸
組の内周側に嵌合しつつ、前記面材取付金具の面材固定
部に固定具により固定する面材取付工程と、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
記軸組に再び取付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 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 shaft assembly, a shaft assembly fixing portion fixed to an inner peripheral surface of the shaft assembly, and a face material fixing portion formed at a right angle to the shaft assembly fixing portion. And a face material mounting bracket including a face material mounting bracket mounting step of fixing the face material mounting bracket to the inner peripheral surface of the shaft assembly with a fixture, and fitting the face material to the inner peripheral side of the shaft assembly, A face material attaching step of fixing the face material fixing portion of the face material attaching bracket with a fixture, and an outer wall panel returning step of attaching the existing outer wall panel removed in the outer wall panel removing step to the frame again. It has a feature.

【0010】請求項5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、前記軸組の内周面に固定される軸組固定部と、該
軸組固定部に対して直角に形成された面材固定部と、前
記面材の縁端部を係止して該面材の壁面方向への移動を
拘束する面材拘束部と、を備えた面材取付金具を、前記
軸組の内周面に固定具により固定する面材取付金具取付
工程と、前記面材を前記面材取付金具の面材拘束部によ
って形成される枠に嵌合しつつ、前記面材取付金具の面
材固定部に固定具により固定する面材取付工程と、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付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 fifth 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 shaft assembly, a shaft assembly fixing portion fixed to an inner peripheral surface of the shaft assembly, and a face material fixing portion formed at a right angle to the shaft assembly fixing portion. And a surface material restraining portion that locks an edge portion of the surface material and restricts movement of the surface material in a wall surface direction, is fixed to an inner peripheral surface of the shaft assembly. And a fixture for fitting the face material to the face material fixing portion of the face material attaching metal fitting while fitting the face material to the frame formed by the face material restraining portion of the face material attaching metal fitting. Reinstall the existing outer wall panel that was removed in the step of attaching the surface material that is fixed by the It is characterized in that it comprises a mounting exterior wall panel return step.

【0011】請求項6記載の耐力壁の組込工法は、請求
項4又は5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 sixth aspect of the present invention, there is provided a load bearing wall assembling method according to the fourth or fifth aspect, wherein the face material is a punching metal.

【0012】[0012]

【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、該枠形状に略合致する形状
の2枚の面材2が面材取付金具3を介して固定され、該
面材2上から、外壁パネル6が前記軸組1に取付られた
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 FIGS. 1 and 2, a structure A of a load-bearing wall according to an embodiment of the present invention is an outer wall in which an outer wall panel is fixed to a framework 1 made of lip channel steel arranged in a frame shape. In the structure of the load bearing wall in the portion X, two face members 2 having a shape substantially matching the frame shape are provided on the inner peripheral side of the frame set 1 arranged in the frame shape via the face material mounting bracket 3. The outer wall panel 6 is attached to the frame assembly 1 from above the face member 2.

【0013】図3に示すように、前記面材取付金具3
は、軸組1の内周面1aに固定される軸組固定部3a
と、該軸組固定部3aの両側部から該軸組固定部3aに
対して直角に形成された長さの異なる2つの面材固定部
3bと、前記面材固定部3bのうち長い方に形成された
凸条であって、面材取付状態において、面材2の縁端部
を係止して該面材2の壁面方向への移動を拘束する面材
拘束部3cとを有し、さらに前記軸組固定部3aには前
記軸組1とボルト締結するためのボルト孔3dが、前記
面材固定部3bには前記面材2とボルト締結するために
ボルト孔3eが複数穿設され、これらボルト孔3eの面
材2取付面と反対側にはナット4bが溶接により固着さ
れている。
As shown in FIG. 3, the face material fitting 3
Is a shaft assembly fixing portion 3a fixed to the inner peripheral surface 1a of the shaft assembly 1.
And two face material fixing portions 3b having different lengths formed at right angles to the frame assembly fixing portion 3a from both sides of the frame assembly fixing portion 3a, and the longer one of the face material fixing portions 3b. And a face material restraining portion 3c which locks an edge portion of the face material 2 and restrains the movement of the face material 2 in the wall surface direction when the face material is attached. Further, the shaft assembly fixing portion 3a is provided with bolt holes 3d for bolting to the shaft assembly 1, and the face material fixing portion 3b is provided with a plurality of bolt holes 3e for bolting to the face material 2. A nut 4b is fixed by welding to the side of the bolt hole 3e opposite to the surface 2 mounting surface.

【0014】耐力壁の構造Aの中に設けられた前記面材
取付金具3は、図2に示すように、軸組1の枠サイズに
応じて適切な長さのものが使用され、面材取付等の作業
を行う側、つまり戸外側に前記面材固定部3bのうち短
い方を配置して軸組1の内周面に沿って固定具4a、4
bによって固定されている。
As shown in FIG. 2, the face material mounting bracket 3 provided in the structure A of the load bearing wall has an appropriate length according to the frame size of the frame assembly 1, and The shorter one of the face material fixing portions 3b is arranged on the side where work such as mounting is performed, that is, on the outside of the door, and fixing members 4a, 4 are provided along the inner peripheral surface of the frame assembly 1.
It is fixed by b.

【0015】前記面材2としては、前述したように、軸
組1によって形成される枠形状に合致する形状のもの、
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2であって周縁部にボルト取付孔2aが所定間
隔をおいて多数穿設されたものが使用される。該面材2
の材料としては、建築構造上必要な強度を確保すると共
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
が使用されている。該面材2の取付状態は、2枚の面材
2のうち、戸外側に配置された面材2Aは、軸組1の内
周側に嵌合されつつ、前記面材取付金具3の面材固定部
3bに固定具4a、4bにより固定され、室内側に配置
された面材2Bは、前記面材拘束部3cにより形成され
る枠に嵌合されつつ、前記面材取付金具3の面材固定部
3bに固定具4a、4bにより固定されている。なお、
面材2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 mentioned above, the face material 2 has a shape that matches the frame shape formed by the shaft assembly 1,
For example, if the frame has a rectangular shape, a rectangular face material 2 as shown in the drawing is used, in which a large number of bolt mounting holes 2a are provided in the peripheral edge portion at predetermined intervals. The face material 2
As a material for the above, punching metal is used, which secures the strength necessary for the building structure and is lighter than the one having the same outer shape. The mounting state of the face member 2 is such that the face member 2A arranged on the outside of the two face members 2 is fitted to the inner peripheral side of the shaft assembly 1 and the face member of the face member mounting bracket 3 is mounted. The face material 2B fixed to the material fixing portion 3b by the fixtures 4a and 4b and arranged on the indoor side is fitted into the frame formed by the face material restraining portion 3c, and the face material of the face material fitting 3 is attached. It is fixed to the material fixing portion 3b by fixing tools 4a and 4b. In addition,
The face material 2 is not limited to the punching metal described above, and may be any material having 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.

【0016】前記軸組1と前記面材取付金具3、及び前
記面材取付金具3と前記面材を固定する固定具として
は、前記ボルト4aとナット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 bolts 4a and nuts 4b can be used as fixtures for fixing the frame assembly 1 and the face material mounting bracket 3 and the face material mounting bracket 3 and the face material, but they have sufficient strength. Any fixing tool having a screw, a rivet, or the like may be used.

【0017】前記外壁パネル6として、断面コの字形材
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
とからなるものを図示しているが、外壁パネル6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 6, 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 heat insulation provided inside the frame body 7. Material 9
However, the outer wall panel 6 is not limited to the one having 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6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 6 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の長さに対応する面材取
付金具3を夫々軸組1の内周面1a、厳密にはリップ溝
形鋼のウエブ面1aに、ボルト4a及びナット4bを用
いて固定する(面材取付金具取付工程)。これらボルト
4a及びナット4bは、工数削減のため軸組同士或いは
軸組と基礎を締結しているものを流用することが好まし
いが、適切な位置にボルト等が予め設けられていない場
合は、軸組同士に貫通孔を穿設してボルト4a及びナッ
ト4bを取り付け、或いは基礎上の軸組1においては、
基礎にアンカーボルト等を設けて、基礎と該基礎上の軸
組1とを締結する。
Next, the face material mounting metal fittings 3 corresponding to the length of the shaft assembly 1 are respectively attached to the inner peripheral surface 1a of the shaft assembly 1, strictly speaking, to the web surface 1a of the lip channel steel, the bolt 4a and the nut 4b. Use to fix (face material mounting bracket mounting process). For the bolts 4a and the nuts 4b, it is preferable to divert the shaft sets to each other or the shaft sets and the foundation are fastened in order to reduce the number of steps, but if the bolts and the like are not previously provided at appropriate positions, Through holes are drilled between the sets to attach the bolts 4a and the nuts 4b, or in the shaft set 1 on the foundation,
Anchor bolts or the like are provided on the foundation to fasten the foundation and the framework 1 on the foundation.

【0020】そして、図5に示すように、まず先に、室
内側へ配置すべき面材2Bを、前記面材拘束部3cが形
成する枠に嵌合しつつ、その周縁部においてボルト4a
及び面材固定部3bの裏面に固着されたナット4bを用
いて該面材固定部3bに固定し、つぎに戸外側へ配置す
べき面材2Aを軸組1の内周側に嵌合しつつ、その周縁
部においてボルト4a及び面材固定部3bの裏面に固着
されたナット4bを用いて該面材固定部3bに固定する
(面材取付工程)。なお、前記面材2にはパンチングメ
タルが使用されているので、多数の孔が穿設されていな
い単なる面材と比較して、該面材2の取付作業を行う作
業者の負荷が軽減される。
Then, as shown in FIG. 5, first, the face material 2B to be placed on the indoor side is fitted into the frame formed by the face material restraining portion 3c, and the bolt 4a is provided at the peripheral portion thereof.
And the nut 4b fixed to the back surface of the face material fixing portion 3b is used to fix the face material fixing portion 3b, and then the face material 2A to be arranged outside the door is fitted to the inner peripheral side of the frame assembly 1. At the same time, bolts 4a and nuts 4b fixed to the rear surface of the face material fixing portion 3b are used to fix the peripheral portion to the face material fixing portion 3b (face material attaching step). Since a punching metal is used for the face material 2, the load on the operator who mounts the face material 2 is reduced as compared with a mere face material in which a large number of holes are not formed. It

【0021】最後に、図6に示すように、前述した外壁
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6を所定の取付金具11を用いて再び軸組1に取付
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 6 removed in the outer wall panel removing step described above is attached to the frame assembly 1 again by using the predetermined attachment metal fitting 11, and the bearing wall is installed. Completed (outer wall panel restoration process).

【0022】なお、上記した発明の実施の形態において
は、前記面材2は1つの枠に2枚ずつ設けたが、該面材
2の枚数や、厚さ等は、建築構造上必要とされる強度に
応じて決定することができる。すなわち、高い強度が必
要な場合は厚い面材2を2枚取付け、あまり強度が必要
でない場合は、薄い面材2を使用したり、取り付ける面
材2を1枚とすることにより必要な強度を適宜確保する
ことができる。また、前記面材取付金具3は、2つの面
材固定部3bを有し、その一方に面材拘束部3cが設け
られたものであるが、これは、軸組としてのリップ溝形
鋼のリブとの位置関係を考慮したものである。したがっ
て、前記のように面材2の壁面方向の移動を拘束させる
ための拘束体として、リップ溝形鋼のリブ1bを利用で
きる場合は、室内側の面材固定部3bにのみ面材拘束部
3cを設ければよいが、例えば前記リブ1b同士の離間
距離が大きく、リブ1bを前記拘束体として利用するこ
とができない場合などにおいては、双方の面材固定部3
bに面材拘束部3cを設けたものを使用する。
In the above-described embodiment of the invention, two face plates 2 are provided in one frame, but the number and thickness of the face plates 2 are required for the construction structure. Can be determined according to the strength of the That is, if high strength is required, two thick face materials 2 are attached, and if not so much strength, a thin face material 2 is used, or one face material 2 is attached to obtain the required strength. It can be secured as appropriate. Further, the face material fitting 3 has two face material fixing portions 3b, and one of which is provided with the face material restraining portion 3c, which is made of a lip channel steel as a shaft assembly. This is because the positional relationship with the ribs is taken into consideration. Therefore, as described above, when the rib 1b of the lip channel steel can be used as the restraint body for restraining the movement of the face material 2 in the wall surface direction, only the face material fixing portion 3b on the indoor side has the face material restraining portion. 3c may be provided, but in the case where the ribs 1b cannot be used as the restraining body due to a large separation distance between the ribs 1b, for example, both face material fixing portions 3 are provided.
The thing which provided the face material restraint part 3c in b is used.

【0023】また、軸組1としてリップ溝形鋼を使用し
たものについて上記に説明したが、軸組1の形状はこれ
に限定されず、例えば図7に示すように、断面矩形の木
材軸組1A等からなる外壁部Yであっても、双方の面材
固定部3bに面材拘束部3cを設けた面材取付金具3A
を使用することにより、同様にして耐力壁の構造Bを形
成することができる。
The above description has been made on the case where the lip grooved steel is used as the shaft set 1, but the shape of the shaft set 1 is not limited to this, and for example, as shown in FIG. Even in the outer wall portion Y made of 1A or the like, a face material mounting bracket 3A in which face material fixing portions 3b are provided with face material restraining portions 3c
The structure B of the load bearing wall can be similarly formed by using

【0024】以上説明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。
The structure of the bearing wall described above 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 the boundary wall and the partition wall in which the wall panel is fixed to the frame-shaped frame assembly. In the same manner, such a bearing wall can be provided.

【0025】[0025]

【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、該枠形状に合致する形状
の面材が面材取付金具を介して固定された耐力壁の構造
であって、前記面材取付金具は、前記軸組の内周面に固
定される軸組固定部と、該軸組固定部に対して直角に形
成された面材固定部と、を備え、前記面材取付金具の軸
組固定部が前記軸組の内周面に固定具により固定され、
前記面材が前記軸組の内周側に嵌合されつつ、前記面材
取付金具の面材固定部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, a face material having a shape conforming to the frame shape is fixed to the inner peripheral side of the frame set arranged in the frame shape through the face material mounting metal fitting. And a face member fixing member fixed to the inner peripheral surface of the shaft member and a face member fixing member formed at a right angle to the shaft member fixing portion. And a shaft assembly fixing portion of the face material mounting bracket is fixed to an inner peripheral surface of the shaft assembly by a fixture.
Since the face member is fixed to the face member fixing portion of the face member mounting bracket by a fixture while being fitted to the inner peripheral side of the frame member, when the structure of the load bearing wall is provided, It is possible for general workers to efficiently install the bearing wall without the need for cutting, replacing, and welding. In addition, since it does not require cutting and replacement of the frame,
The cutting pieces of the framework that should be treated as industrial waste do not occur, and the industrial waste treatment cost can be reduced.

【0026】請求項2記載の耐力壁の構造は、枠形状に
配設された軸組の内周側に、該枠形状に略合致する形状
の面材が面材取付金具を介して固定された耐力壁の構造
であって、前記面材取付金具は、前記軸組の内周面に固
定される軸組固定部と、該軸組固定部に対して直角に形
成された面材固定部と、前記面材の縁端部を係止して該
面材の壁面方向への移動を拘束する面材拘束部と、を備
え、前記面材取付金具の軸組固定部が前記軸組の内周面
に固定具により固定され、前記面材が、前記面材取付金
具の面材拘束部によって形成される枠に嵌合されつつ、
前記面材固定部に固定具により固定されたものであるの
で、請求項1記載の耐力壁の構造と同様の効果が得られ
る。
In the structure of the load-bearing wall according to the second aspect of the present invention, a face material having a shape substantially conforming to the frame shape is fixed to the inner peripheral side of the frame set arranged in the frame shape through a face material mounting metal fitting. In the structure of the load-bearing wall, the face material mounting member includes a shaft assembly fixing portion fixed to an inner peripheral surface of the shaft assembly and a face material fixing portion formed at a right angle to the shaft assembly fixing portion. And a face material restraining portion that locks the edge portion of the face material to restrain the movement of the face material in the wall surface direction, and the shaft assembly fixing portion of the face material mounting bracket is of the shaft assembly. While being fixed to the inner peripheral surface by a fixture, the face material is fitted into a frame formed by the face material restraining portion of the face material mounting bracket,
Since the fixing member is fixed to the face member fixing portion, the same effect as the structure of the load bearing wall according to claim 1 can be obtained.

【0027】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、前記面材がパンチ
ングメタルであるので、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 punching metal, the burden on the operator during construction can be reduced and the construction efficiency can be improved.

【0028】請求項4記載の耐力壁の組込工法は、前記
外壁パネル取り外し工程と、前記面材取付金具取付工程
と、面材を軸組の内周側に嵌合しつつ、面材固定部に固
定具により固定する面材取付工程と、前記外壁パネル復
帰工程と、を含む工法であるので、該工法によれば、請
求項1又は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 bearing wall assembling method, wherein the outer wall panel is removed, the face material fitting is attached, and the face material is fixed to the inner peripheral side of the shaft assembly. Since this is a construction method that includes a face material mounting step of fixing it to a portion with a fixture, and the outer wall panel restoration step, according to this construction method, the same effect as the structure of the load bearing wall according to claim 1 or 2 can be obtained. To be

【0029】請求項5記載の耐力壁の組込工法は、前記
外壁パネル取り外し工程と、前記面材取付金具取付工程
と、面材を面材拘束部によって形成される枠に嵌合しつ
つ、面材固定部に固定具により固定する面材取付工程
と、前記外壁パネル復帰工程と、を含む工法であるの
で、該工法によれば、請求項1又は2記載の耐力壁の構
造と同様の効果が得られる。
According to a fifth aspect of the present invention, in the method for incorporating a bearing wall, the outer wall panel removing step, the face material mounting bracket attaching step, and the face material fitting into the frame formed by the face material restraining portion, Since the method is a construction method including a step of attaching the face material to the face material fixing portion with a fixture and the step of returning the outer wall panel, the construction method is similar to the structure of the load bearing wall according to claim 1 or 2. The effect is obtained.

【0030】請求項6記載の耐力壁の組込工法は、請求
項4又は5記載の耐力壁の組込工法において、前記面材
が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 claim 6 is the load bearing wall assembling method according to claim 4 or 5, wherein the face material is a punching metal. The work efficiency is reduced and the construction efficiency is 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
の外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 an outer 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】面材取付金具を示した斜視図である。FIG. 3 is a perspective view showing a face material mounting bracket.

【図4】外壁パネルを取り外して、面材取付金具を取り
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 face material mounting bracket is attached.

【図5】面材取付金具に面材を取り付ける場合の説明図
である。
FIG. 5 is an explanatory diagram for attaching a face material to the face material mounting bracket.

【図6】軸組に固定した面材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 of a case where the outer wall panel that has been previously removed from the face member fixed to the shaft assembly is reattached.

【図7】リップ溝形鋼以外の軸組を使用して耐力壁の構
造を形成した例を示した平面図である。
FIG. 7 is a plan view showing an example in which a bearing wall structure is formed by using a shaft set other than lip channel steel.

【符号の説明】[Explanation of symbols]

A、B 耐力壁の構造 X、Y 外壁部 1、1A 軸組 1a 軸組の内周面 2、2A、2B 面材 3 面材取付金具 3a 軸組固定部 3b 面材固定部 3c 面材拘束部 4a、4b 固定具 A, B Bearing wall structure X, Y outer wall 1, 1A shaft assembly 1a Inner surface of shaft assembly 2, 2A, 2B face material 3 Face material mounting bracket 3a Frame fixing part 3b Face material fixing part 3c Face material restraint 4a, 4b fixture

───────────────────────────────────────────────────── 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 FA02 FB08 FB16 GA02 HA02 HB03 JB03 LB02 LB13 MA09 2E176 AA09 BB28    ─────────────────────────────────────────────────── ─── 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 FA02 FB08 FB16 GA02 HA02                       HB03 JB03 LB02 LB13 MA09                 2E176 AA09 BB28

Claims (6)

【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
枠形状に合致する形状の面材が面材取付金具を介して固
定された耐力壁の構造であって、 前記面材取付金具は、前記軸組の内周面に固定される軸
組固定部と、該軸組固定部に対して直角に形成された面
材固定部と、を備え、 前記面材取付金具の軸組固定部が前記軸組の内周面に固
定具により固定され、 前記面材が前記軸組の内周側に嵌合されつつ、前記面材
取付金具の面材固定部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 structure of a bearing wall in which a face material having a shape conforming to the frame shape is fixed to an inner peripheral side of a frame-shaped frame assembly through a face material mounting metal fitting, The face material mounting bracket includes a shaft assembly fixing portion fixed to the inner peripheral surface of the shaft assembly, and a face material fixing portion formed at a right angle to the shaft assembly fixing portion. Of the shaft assembly is fixed to the inner peripheral surface of the shaft assembly by a fixture, and the surface material is fitted to the inner peripheral side of the shaft assembly while being fixed to the surface material fixing portion of the surface material mounting bracket. The structure of the bearing wall is characterized by being fixed by.
【請求項2】 枠形状に配設された軸組の内周側に、該
枠形状に略合致する形状の面材が面材取付金具を介して
固定された耐力壁の構造であって、 前記面材取付金具は、前記軸組の内周面に固定される軸
組固定部と、該軸組固定部に対して直角に形成された面
材固定部と、前記面材の縁端部を係止して該面材の壁面
方向への移動を拘束する面材拘束部と、を備え、 前記面材取付金具の軸組固定部が前記軸組の内周面に固
定具により固定され、 前記面材が、前記面材取付金具の面材拘束部によって形
成される枠に嵌合されつつ、前記面材固定部に固定具に
より固定されたことを特徴とする耐力壁の構造。
2. A structure of a load bearing wall in which a face material having a shape substantially matching the frame shape is fixed to an inner peripheral side of a frame-shaped frame assembly through a face material mounting metal fitting, The face material mounting bracket includes a frame assembly fixing portion fixed to an inner peripheral surface of the frame assembly, a face material fixing portion formed at a right angle to the frame assembly fixing portion, and an edge portion of the face material. And a face material restraining portion for locking the movement of the face material in the wall surface direction, and the shaft assembly fixing portion of the face material mounting bracket is fixed to the inner peripheral surface of the shaft assembly by a fixture. A structure of a load bearing wall, wherein the face material is fitted to a frame formed by a face material restraining portion of the face material mounting member and fixed to the face material fixing portion by a fixture.
【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す外壁パネル取
り外し工程と、 前記軸組の内周面に固定される軸組固定部と、該軸組固
定部に対して直角に形成された面材固定部と、を備えた
面材取付金具を、前記軸組の内周面に固定具により固定
する面材取付金具取付工程と、 前記面材を前記軸組の内周側に嵌合しつつ、前記面材取
付金具の面材固定部に固定具により固定する面材取付工
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付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 frame-shaped framework is used as a bearing wall, wherein an existing outer wall panel is removed from the framework. A panel removal step, a face assembly fixing part fixed to the inner peripheral surface of the frame assembly, and a face material fixing part formed at a right angle to the frame assembly fixing part, A face material mounting metal fitting step of fixing the inner peripheral surface of the shaft assembly with a fixture; and fixing the surface material to the surface material fixing portion of the face material mounting metal fitting while fitting the surface material on the inner peripheral side of the shaft assembly. A face material attaching step of fixing with a tool, 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,
A method for incorporating a bearing wall that includes:
【請求項5】 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、 前記軸組の内周面に固定される軸組固定部と、該軸組固
定部に対して直角に形成された面材固定部と、前記面材
の縁端部を係止して該面材の壁面方向への移動を拘束す
る面材拘束部と、を備えた面材取付金具を、前記軸組の
内周面に固定具により固定する面材取付金具取付工程
と、 前記面材を前記面材取付金具の面材拘束部によって形成
される枠に嵌合しつつ、前記面材取付金具の面材固定部
に固定具により固定する面材取付工程と、 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付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。
5. A method for assembling 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. The panel removal step, the shaft assembly fixing portion fixed to the inner peripheral surface of the shaft assembly, the face material fixing portion formed at a right angle to the shaft assembly fixing portion, and the edge portion of the face material are engaged. A face material mounting bracket for fixing the face material mounting bracket, which includes a surface member restraining portion for stopping the movement of the face member in the wall surface direction, to the inner peripheral surface of the shaft assembly by a fixture. A face material attaching step of fixing the face material to a face material fixing portion of the face material attaching metal fitting with a fixture while fitting the face material to a frame formed by the face material attaching portion of the face material attaching metal fitting, and an outer wall panel An outer wall panel returning step of reattaching the existing outer wall panel removed in the removing step to the frame,
A method for incorporating a bearing wall that includes:
【請求項6】 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又は5記載の耐力壁の組込工
法。
6. The method for assembling a load bearing wall according to claim 4, wherein the face material is punching metal.
JP2001251289A 2001-08-22 2001-08-22 Load-bearing wall structure and load-bearing wall assembly method Expired - Lifetime JP3926122B2 (en)

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JP3926122B2 JP3926122B2 (en) 2007-06-06

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012072604A (en) * 2010-09-29 2012-04-12 Nippon Steel Corp Reinforcing panel and reinforcing structure
JP2014198962A (en) * 2013-03-29 2014-10-23 大和ハウス工業株式会社 Bearing force reinforcing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012072604A (en) * 2010-09-29 2012-04-12 Nippon Steel Corp Reinforcing panel and reinforcing structure
JP2014198962A (en) * 2013-03-29 2014-10-23 大和ハウス工業株式会社 Bearing force reinforcing method

Also Published As

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