JP2003227192A - Wall structure of wooden building - Google Patents

Wall structure of wooden building

Info

Publication number
JP2003227192A
JP2003227192A JP2002024840A JP2002024840A JP2003227192A JP 2003227192 A JP2003227192 A JP 2003227192A JP 2002024840 A JP2002024840 A JP 2002024840A JP 2002024840 A JP2002024840 A JP 2002024840A JP 2003227192 A JP2003227192 A JP 2003227192A
Authority
JP
Japan
Prior art keywords
wall panel
wall
heat insulating
wall structure
insulating material
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
JP2002024840A
Other languages
Japanese (ja)
Inventor
Takahide Nakajima
鷹秀 中島
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.)
LIKE KK
Original Assignee
LIKE KK
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 LIKE KK filed Critical LIKE KK
Priority to JP2002024840A priority Critical patent/JP2003227192A/en
Publication of JP2003227192A publication Critical patent/JP2003227192A/en
Pending legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To eliminate working operations on a job site by greatly reducing the number of working man-hours necessary for execution of work, making a factory-produced standard product serve as a constituent member and omitting scantling for a stud, furring strips and the like, and ensure uniform construction quality without reference to whether an experienced technician performs construction work or not, in a wall structure on the basis of a construction method for a conventional wooden framework. <P>SOLUTION: This wall structure of a wooden building is characterized as follows: an interior wall panel 10 is integrated by providing a heat insulating material 12 on one side of a structural face bar 11, serving as a bearing wall of the wooden building, in a state in which a margin is left at a peripheral edge; a margin part of the face bar 11 is fitted into vertical grooves 5, which are formed in opposed surfaces of columns 1 in a vertically extended manner, and horizontal grooves (6), which are formed in opposed surfaces of horizontal members (2, 3 and 4) in a horizontally extended manner, respectively, so that the panel 10 can be fixed by locating the face bar 11 on an indoor side and locating the heat insulating material on an outdoor side; and an exterior wall panel 20 is fixed to the columns 1 and a sill or the sides of outer surfaces of the horizontal members (2, 3 and 4) in a state in which a ventilation layer 30 is left between the panel 20 and the heat insulating material of the panel 10. <P>COPYRIGHT: (C)2003,JPO

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】本発明は木造建築物の壁構造
に関する。
TECHNICAL FIELD The present invention relates to a wall structure of a wooden building.

【0002】[0002]

【従来の技術】木造建築物の壁構造として、断熱材を室
外側に有する内壁パネルと外壁パネルとをそれらの間に
通気層を形成した状態で柱や横架材等の構造躯体間に施
工したものは公知であり、その一例が特開平2001−
207568号公報に開示されている。この壁構造にお
いては、耐力壁構造を形成し得る構造用面材(11)の
裏面側に断熱材(12)が一体に取り付けられた断熱内
装パネル(1)が用いられ、この断熱内装パネルの四周
の余白部分を取付片(16)として直接構造躯体に釘着
固定している。
2. Description of the Related Art As a wall structure of a wooden building, construction is carried out between a structural body such as a pillar or a horizontal material with an air-permeable layer formed between an inner wall panel and an outer wall panel having a heat insulating material on the outdoor side. These are known, and one example thereof is Japanese Patent Laid-Open No. 2001-2001.
It is disclosed in Japanese Patent Publication No. 207568. In this wall structure, a heat insulating interior panel (1) in which a heat insulating material (12) is integrally attached to the back surface side of a structural face material (11) capable of forming a load bearing wall structure is used. The margins of the four circumferences are directly attached to the structural frame by nailing as mounting pieces (16).

【0003】[0003]

【発明が解決しようとする課題】本発明者らは、現在の
住宅環境を取り巻く諸事情を考慮して、木造在来軸組工
法をベースとした新工法の開発を企図した。すなわち、
少子高齢化が急速に進む中で長期間の利用に耐えること
ができ且つメンテナンスが容易である構造が求められて
いる。住宅を長期間利用することは、その間に住人の構
成や生活様式が変化し、あるいは住人そのものが代わる
可能性があることを意味するので、これらの変化に柔軟
に可変対応できる構造であることが望まれる。
DISCLOSURE OF THE INVENTION The inventors of the present invention have attempted to develop a new construction method based on the conventional wooden frame construction method in consideration of various circumstances surrounding the present housing environment. That is,
With the declining birthrate and aging of the population rapidly progressing, there is a demand for a structure that can withstand long-term use and is easy to maintain. Using a house for a long period of time means that the composition and lifestyle of the resident may change during that time, or the resident itself may change, so a structure that can flexibly and variably respond to these changes is required. desired.

【0004】また、施工業者側の事情として熟練工が減
少し、施工技術レベルのバラツキが大きくなってきてい
る現状において、熟練を必要とせずに一定の品質を確保
できる工法および構造の開発が急務である。このために
は、部材の共通化を図るとともに長期にわたって一定品
質のものを安定して供給可能な部材を選定すること、プ
レカットによる工場加工を前提として現場加工の必要性
を原則的に排除すること、施工内容の単純化・機械化・
効率化を進めること、将来のリフォームを意識した部材
や施工技術を開発すること、施工工程全般に亘って工期
短縮による施工手間および費用軽減を図ること等が必要
となる。
In addition, under the present circumstances in which the number of skilled workers is decreasing due to the circumstances of the contractor and the variation in the level of construction technology is increasing, there is an urgent need to develop a construction method and structure that can secure a certain quality without requiring skill. is there. To this end, standardize materials, select materials that can be stably supplied with consistent quality over a long period of time, and basically eliminate the need for on-site processing on the premise of factory processing by precutting. , Simplification of construction contents, mechanization,
It is necessary to promote efficiency, develop materials and construction technologies that are conscious of future reforms, and reduce construction time and costs by shortening the construction period throughout the construction process.

【0005】さらに、部材の共通化、部材の長期安定供
給および部材の完全プレカット化等を通じて現場加工に
よる廃材等の廃棄物が削減されるので、これらは環境保
護の観点からも促進されるべきであり、さらに、基礎以
外の部分については完全リサイクル化または再資源化が
可能な部材を使用することで環境保護に努めるものとす
る。
Further, since waste such as waste materials produced by on-site processing is reduced through the common use of members, long-term stable supply of members, and complete precutting of members, these should be promoted from the viewpoint of environmental protection. Yes, and for parts other than the foundation, we shall strive to protect the environment by using materials that can be completely recycled or recycled.

【0006】以上を基本コンセプトとして壁構造の開発
を進めるに当たり、内装下地材と耐力壁パネルとを兼用
させることによって作業工数を大幅に削減させ、また、
間柱や胴縁等の羽柄材を省略することで現場での加工作
業をなくし、熟練技術者による施工に左右されることな
く均一した施工品質を確保することが検討された。
[0006] In advancing the development of the wall structure based on the above basic concept, the number of working steps can be significantly reduced by using the interior base material and the load bearing wall panel in combination, and
By omitting the pedestal materials such as studs and furring strips, it was considered to eliminate the processing work at the site and ensure uniform construction quality without being influenced by construction work by skilled engineers.

【0007】前述のような従来技術による壁構造は、内
壁パネルの周縁部を構造躯体である柱や横架材に釘着固
定しているが、そもそも釘を用いた固着手法は施工手間
を要するとともに部材の再利用が不可能であり、上述の
要請に応えることができない。また、このような固定態
様によると耐力壁となるべき構造用面材が構造躯体であ
る柱や横架材の軸芯から大きくずれて室内側に配される
ことになるため、十分な耐力を発揮しがたいという問題
がある。さらには、耐力壁となるべき構造用面材は厚手
の板材であるので、これを構造躯体の内面に取り付ける
ことはその厚み分だけ室内有効寸法が小さくなることを
意味しており、無駄が大きいという問題も指摘しなけれ
ばならない。
In the wall structure according to the prior art as described above, the peripheral portion of the inner wall panel is nailed and fixed to a pillar or a horizontal member which is a structural body, but the fixing method using a nail requires a labor for construction in the first place. At the same time, it is impossible to reuse the member, and it is impossible to meet the above-mentioned demand. Further, according to such a fixing mode, since the structural face material to be the load bearing wall is arranged on the indoor side with a large deviation from the axis of the column or the horizontal member which is the structural frame, a sufficient yield strength is achieved. There is a problem that it is difficult to demonstrate. Further, since the structural face material to be the load bearing wall is a thick plate material, attaching this to the inner surface of the structural body means that the effective indoor size is reduced by that thickness, which is wasteful. I must point out the problem.

【0008】[0008]

【課題を解決するための手段】そこで本発明は、従来技
術における上記問題を解決し、上述の開発コンセプトに
相応しい新規な壁構造を提供することを目的とする。
SUMMARY OF THE INVENTION It is therefore an object of the present invention to solve the above problems in the prior art and to provide a new wall structure suitable for the above development concept.

【0009】この目的を達成するため、本発明は、木造
建築物の耐力壁となる構造用面材の片面に四周縁に余白
を残した状態で断熱材を設けて一体化された内壁パネル
が、その構造用面材の余白部を、柱同士の対向面に垂直
方向に延長形成される縦溝および横架材同士の対向面に
水平方向に延長形成される横溝にそれぞれ嵌合させるこ
とにより、構造用面材を室内側、断熱材を室外側にして
固定されるとともに、外壁パネルが内壁パネルの断熱材
との間に通気層を残した状態で柱および横架材の外面側
に固定されることを特徴とする木造建築物の壁構造であ
る。
In order to achieve this object, the present invention provides an inner wall panel integrated with a heat insulating material with a margin left on four edges on one side of a structural face material which is a load bearing wall of a wooden building. By fitting the marginal portions of the structural face material into vertical grooves extending in the vertical direction on the facing surfaces of the pillars and horizontal grooves extending in the horizontal direction on the facing surfaces of the cross members, respectively. , The structural surface material is fixed to the indoor side and the heat insulating material is fixed to the outdoor side, and the outer wall panel is fixed to the outer surface side of the pillar and horizontal member with the ventilation layer left between the inner wall panel and the heat insulating material. It is a wall structure of a wooden building that is characterized by being.

【0010】請求項2は、請求項1記載の木造建築物の
壁構造において、本発明の好適な一実施形態によれば、
前記内壁パネルにおける構造用面材の室内側の面にあら
かじめ下地処理が施されており、そのまま内装下地面と
して用いられることを特徴とする。
According to a second aspect of the present invention, in the wall structure of the wooden building according to the first aspect, according to a preferred embodiment of the present invention,
The interior surface of the structural surface material of the inner wall panel is preliminarily subjected to a ground treatment, and is used as an interior ground surface as it is.

【0011】請求項3は、請求項1または2記載の木造
建築物の壁構造において、柱が柱芯寸法を1mとして建
て込まれ、前記内壁パネルにおける構造用面材の幅寸法
が柱内面寸法よりも若干大きく設定されるとともに、断
熱材の幅寸法が柱内面寸法と略同一に設定されることを
特徴とする。
According to a third aspect of the present invention, in the wall structure of the wooden building according to the first or second aspect, the column is built with a column core dimension of 1 m, and the width dimension of the structural face material in the inner wall panel is the column inner surface dimension. The width of the heat insulating material is set to be substantially the same as the inner surface dimension of the column.

【0012】請求項4は、請求項1ないし3のいずれか
記載の木造建築物の壁構造において、前記内壁パネルに
おける断熱材の室外側の面が、柱および横架材の外面よ
りも若干後退して設けられており、これらの間の間隔を
利用して通気層が形成されることを特徴とする。
According to a fourth aspect of the present invention, in the wall structure of the wooden building according to any one of the first to third aspects, the surface of the heat insulating material on the outer side of the inner wall panel is slightly retracted from the outer surface of the pillar and the horizontal member. It is characterized in that the ventilation layer is formed by utilizing the interval between them.

【0013】請求項5は、請求項1ないし4のいずれか
記載の木造建築物の壁構造において、前記外壁パネル
が、柱および横架材の外面よりも外方に浮かせた状態で
固定されており、これらの間の間隔を利用して通気層が
形成されることを特徴とする。
According to a fifth aspect of the present invention, in the wall structure of the wooden building according to any one of the first to fourth aspects, the outer wall panel is fixed in a state of being floated outside the outer surfaces of the pillar and the horizontal member. And a space between them is used to form the ventilation layer.

【0014】請求項6は、請求項1ないし5のいずれか
記載の木造建築物の壁構造において、前記内壁パネルに
おける構造用面材が厚さ28mmの構造用合板であり、
断熱材が厚さ50mmのポリスチレンフォームであるこ
とを特徴とする。
According to a sixth aspect of the present invention, in the wall structure of the wooden building according to any one of the first to fifth aspects, the structural face material in the inner wall panel is a structural plywood having a thickness of 28 mm.
The heat insulating material is a polystyrene foam having a thickness of 50 mm.

【0015】[0015]

【発明の実施の形態】図1〜図3は本発明の一実施形態
による木造建築物の壁構造を示し、図1はそのコーナー
部の水平断面図、図2はその一階部分の垂直断面図、図
3はその二階部分の垂直断面図である。この壁構造にお
いてはいわゆるメーターモジュールが採用され、柱1は
柱芯寸法を1000mmを基本として土台2と一階横架
材3および一階横架材3と二階横架材4の間に立設され
ている。また、これら図において符号10は内壁パネル
を示し、符号20は外壁パネルを示している。
1 to 3 show a wall structure of a wooden building according to an embodiment of the present invention, FIG. 1 is a horizontal sectional view of a corner portion thereof, and FIG. 2 is a vertical sectional view of a first floor portion thereof. 3 and 4 are vertical sectional views of the second floor portion. A so-called meter module is adopted in this wall structure, and the pillar 1 has a pillar core dimension of 1000 mm as a base, and is erected between the base 2 and the first-floor horizontal member 3 and the first-floor horizontal member 3 and the second-floor horizontal member 4. Has been done. Further, in these drawings, reference numeral 10 indicates an inner wall panel, and reference numeral 20 indicates an outer wall panel.

【0016】内壁パネル10は別に図4に示すように、
木造建築物の耐力壁となる構造用面材11の片面に四周
縁に余白を残した状態で断熱材12を設けて一体化され
た構成を有している。この実施形態において、構造用面
材11は厚さ28mmの構造用合板であってその幅寸法
(施工状態において水平方向寸法、以下同じ)は柱1,
1間の内面寸法よりも若干大きく且つその長さ寸法(施
工状態において高さ寸法、以下同じ)は横架材(土台2
と一階横架材3および一階横架材3と二階横架材4)間
の内面寸法よりも若干大きく形成され、、断熱材12は
厚さ50mmのポリスチレンフォームであってその幅寸
法は柱1,1間の内面寸法と略同一に形成され且つその
長さ寸法は横架材間の内面寸法と略同一に形成されてい
る。したがって、内壁パネルは工場生産の規格品として
提供される。
The inner wall panel 10 is separately shown in FIG.
It has a structure in which a heat insulating material 12 is provided on one surface of a structural face material 11 which serves as a load bearing wall of a wooden building, with four margins left, and integrated. In this embodiment, the structural face material 11 is a structural plywood having a thickness of 28 mm, and its width dimension (horizontal dimension in a construction state, hereinafter the same) is the pillar 1,
1 is slightly larger than the inner surface dimension and the length dimension (height dimension in the construction state, the same applies below) of the horizontal bridge (base 2
And the first floor horizontal member 3 and the inner surface dimension between the first floor horizontal member 3 and the second floor horizontal member 4), and the heat insulating material 12 is a polystyrene foam having a thickness of 50 mm, and its width dimension is The inner surface dimension between the columns 1 and 1 is formed to be substantially the same, and the length dimension thereof is formed to be substantially the same as the inner surface dimension between the horizontal members. Therefore, the inner wall panel is provided as a standard product manufactured at the factory.

【0017】内壁パネル10は、その構造用面材11を
室内側、断熱材12を室外側にして、構造用面材11の
断熱材12貼着面の四周縁に残された余白部を、柱1,
1同士の対向面に垂直方向に延長形成される縦溝5,5
および横架材同士(土台2と一階横架材3および一階横
架材3と二階横架材4)の対向面に水平方向に延長形成
される横溝6,6にそれぞれ嵌合させることによって固
定される。この実施形態では、構造用面材11の余白部
を嵌合する縦溝5および横溝6は、該構造用面材の厚み
と同じ20mm幅で深さ10mmに形成されており、内
壁パネル10における構造用面材11の断熱材12貼着
面の四周縁には幅10mmの余白部を設けて、この余白
部を縦溝5および横溝6に嵌合して耐力壁を得ている。
また、構造用面材11の断熱材12非貼着面(内壁パネ
ル10の室内側となる面)にはあらかじめシーラー塗装
による下地処理が施されている。
The inner wall panel 10 has the structural face material 11 on the indoor side and the heat insulating material 12 on the outdoor side, and the margins left at the four peripheral edges of the surface of the structural surface material 11 to which the heat insulating material 12 is attached, Pillar 1,
Vertical grooves 5 and 5 that are formed to extend in the vertical direction on the surfaces facing each other.
And the horizontal grooves 6 and 6 horizontally extended on the facing surfaces of the horizontal members (base 2 and the first horizontal member 3 and the first horizontal member 3 and the second horizontal member 4). Fixed by. In this embodiment, the vertical groove 5 and the lateral groove 6 into which the marginal portion of the structural face material 11 is fitted are formed to have a width of 20 mm, which is the same as the thickness of the structural face material, and a depth of 10 mm. A blank portion having a width of 10 mm is provided on the four peripheral edges of the surface of the structural face material 11 to which the heat insulating material 12 is attached, and the blank portion is fitted into the vertical groove 5 and the horizontal groove 6 to obtain a bearing wall.
Further, the surface of the structural face material 11 on which the heat insulating material 12 is not adhered (the surface which becomes the interior side of the inner wall panel 10) is preliminarily subjected to a base treatment by sealer coating.

【0018】これら柱1および横架材2,3,4はいず
れも工場生産の規格品であり、柱1については、対向す
る2側面の各所定箇所に縦溝5が刻設形成されたもの
(図1において上方中央に設けられた柱1を参照)、隣
接する2側面の各所定箇所に縦溝5が形成されたもの
(図1においてコーナー部に設けられた柱1を参照)、
3側面の各所定箇所に縦溝5が形成されたものおよび4
側面すべてについて各所定箇所に縦溝5が形成されたも
のを規格品としてあらかじめ工場生産しておく。同様
に、土台2についてはその上面の所定箇所に横溝6を有
するもの、一階横架材3および二階横架材4については
その上下両面の各所定箇所に横溝6を有するものをそれ
ぞれ規格品としてあらかじめ工場生産しておく。
The pillar 1 and the horizontal members 2, 3 and 4 are all standard products manufactured at the factory, and the pillar 1 has vertical grooves 5 formed at predetermined positions on two opposite side surfaces. (Refer to the pillar 1 provided in the upper center in FIG. 1), vertical grooves 5 are formed at predetermined positions on two adjacent side surfaces (see the pillar 1 provided in the corner portion in FIG. 1),
3 with vertical grooves 5 formed at predetermined positions on three side surfaces and 4
Factory-produced products having vertical grooves 5 formed at predetermined locations on all side surfaces as standard products in advance. Similarly, the base 2 has a lateral groove 6 at a predetermined position on its upper surface, and the first-floor horizontal member 3 and the second-floor horizontal member 4 have a lateral groove 6 at predetermined positions on the upper and lower surfaces thereof, respectively. As a factory production in advance.

【0019】内壁パネル10における断熱材12は柱
1,1の内面および横架材同士(土台2と一階横架材3
および一階横架材3と二階横架材4)の間に配置される
が、断熱効果を高めるため、それらの接合面には気密パ
ッキン材13が設けられる。図4には示されていない
が、この気密パッキン材13をあらかじめ断熱材12の
四周側面に一体化させた規格品として内壁パネル10を
工場生産しておくことが好ましい。
The heat insulating material 12 in the inner wall panel 10 is the inner surface of the pillars 1 and 1 and the horizontal members (base 2 and first floor horizontal member 3).
Also, the air-tight packing material 13 is provided between the first-floor horizontal member 3 and the second-floor horizontal member 4) to enhance the heat insulating effect. Although not shown in FIG. 4, it is preferable to factory-produce the inner wall panel 10 as a standard product in which the airtight packing material 13 is previously integrated with the four circumferential side surfaces of the heat insulating material 12.

【0020】外壁パネル20は別に図5〜図7に示すよ
うに、金属板の幅方向両側面を同方向に直角に折り曲げ
て側面部22,22とし且つ該側面部の先端を間隔をお
いて部分的に外方に折り曲げて耳部23,23・・・す
るとともに、その上下端に間隔をおいて部分的に断面L
字形のアングル金具24,24・・・を固着し、金属板
21の裏面には不燃材25を貼着するとともに、該裏面
の幅方向中央部に断面コ字形の補強方立26を固着した
構成を有している。外壁パネル20もまた工場生産され
る規格品であり、壁面部21の幅寸法および長さ寸法を
柱芯寸法(1000mm)および横架材間の内面寸法
(2470mm)に対応させて形成される。この実施例
では金属板として厚さ1.2mmのフッ素樹脂ラミネー
ト鋼板を用いて、壁面部を985mm×2611mm、
耳部23,23・・・およびアングル金具24,24・
・・を含む寸法を1015mm×2641mmとしてい
る。すなわち、耳部およびアングル金具の各々の外方突
出長は15mmである。また、不燃材25には厚さ1
2.5mmの石膏ボードを用い、アングル金具24,2
4・・・および補強方立26にはそれぞれ厚さ1.6m
mのボンデ鋼板を用いて壁面部21における上述の所定
箇所にそれぞれテープおよびビスを併用して固定してい
る。
Separately from the outer wall panel 20, as shown in FIGS. 5 to 7, both side surfaces in the width direction of the metal plate are bent at right angles in the same direction to form side surface portions 22 and 22, and the tips of the side surface portions are spaced apart. The parts are partially bent outward to form the ears 23, 23, ...
The angle-shaped metal fittings 24, 24 ... Are fixed, the non-combustible material 25 is adhered to the back surface of the metal plate 21, and the reinforcing cube 26 having a U-shaped cross section is fixed to the central portion in the width direction of the back surface. have. The outer wall panel 20 is also a standard product manufactured at the factory, and is formed in such a manner that the width dimension and the length dimension of the wall surface portion 21 correspond to the column core dimension (1000 mm) and the inner surface dimension between the horizontal members (2470 mm). In this example, a 1.2 mm thick fluororesin laminated steel plate was used as the metal plate, and the wall surface portion was 985 mm × 2611 mm.
Ears 23, 23 ... and angle fittings 24, 24 ...
The size including ··· is set to 1015 mm × 2641 mm. That is, the outward protruding length of each of the ear portion and the angle fitting is 15 mm. The thickness of the non-combustible material 25 is 1
2.5mm gypsum board, angle fittings 24, 2
4 ... and the reinforcing cubes 26 each have a thickness of 1.6 m.
A tape and a screw are used together and fixed to the above-mentioned predetermined locations on the wall surface portion 21 using a bonder steel plate of m.

【0021】図6に明らかなように、耳部23,23・
・・は壁面部21の左右において相補的な形状および配
置関係を有しており、右端における耳部23,23・・
・間の各間隔に相当する位置に該間隔に相当する形状の
左端耳部23,23・・・が設けられている。同様に、
アングル金具24,24・・・は壁面部21の上下にお
いて相補的な形状および配置関係を有しており、上端に
おけるアングル金具24,24・・・間の各間隔に相当
する位置に該間隔に相当する形状の下端アングル金具2
4,24・・・が設けられている。各耳部23および中
央寄りのアングル金具24の突出面にはビス穴27,2
8が形成されている。
As is apparent from FIG. 6, the ears 23, 23.
.. have complementary shapes and positional relationships on the left and right of the wall surface portion 21, and the ear portions 23, 23 at the right end ...
The left end ears 23, 23, ... having a shape corresponding to the intervals are provided at positions corresponding to the intervals between them. Similarly,
The angle fittings 24, 24, ... Have complementary shapes and arrangements above and below the wall surface portion 21, and at the positions corresponding to the intervals between the angle fittings 24, 24. Corresponding shape bottom angle bracket 2
4, 24 ... Are provided. Screw holes 27, 2 are provided on the protruding surfaces of the respective ear portions 23 and the angle fitting 24 near the center.
8 is formed.

【0022】以上のような構成の外壁パネル20は、そ
の耳部23,23・・・を柱1,1の外面に当接してビ
ス穴27,27・・・を用いてビス止めするとともに、
そのアングル金具24,24・・・を横架材2,3,4
の外面に当接してビス穴28,28・・・を用いてビス
止めすることによって構造躯体に固定され、木造建築物
の外壁を構成する。壁面部21の裏面側に突出する左右
両側の側面部22,22および上下に固着されるアング
ル金具24,24・・・の存在によって外壁パネル20
は柱1および横架材2,3,4の外面から浮いた状態で
固定され、それらの間に通気層30を確保している。
In the outer wall panel 20 having the above-described structure, the ears 23, 23, ... Are brought into contact with the outer surfaces of the columns 1, 1 and screwed using the screw holes 27, 27.
The angle fittings 24, 24 ...
It is fixed to the structural body by abutting against the outer surface of the above and being screwed using the screw holes 28, 28 ..., And constitutes the outer wall of the wooden building. The outer wall panel 20 is provided by the presence of the left and right side surface portions 22 and 22 protruding to the rear surface side of the wall surface portion 21 and the angle fittings 24, 24 ...
Is fixed in a state of being floated from the outer surfaces of the pillar 1 and the lateral members 2, 3 and 4, and the ventilation layer 30 is secured between them.

【0023】この壁構造の施工方法について概略説明す
ると、施工に必要な柱1、土台2、一階横架材3、二階
横架材4、内壁パネル10、外壁パネル20、床パネル
40、屋根パネル50等を施工に必要な枚数だけ工事現
場に搬送する。これらはいずれも規格品として工場生産
されるものであるため、所定の品質管理の下で安定した
供給を受けることができ、品質にバラツキのない資材調
達が可能であるとともに、現場加工が不要となることで
熟練を要さずに施工可能であり、現場での廃棄物を削減
して環境保護にも資することができる。
The construction method of this wall structure will be briefly described. Pillars 1, bases 2, first-floor horizontal members 3, second-floor horizontal members 4, inner wall panels 10, outer wall panels 20, floor panels 40, roofs necessary for the construction. The number of panels 50 and the like required for construction is transferred to the construction site. Since all of these are manufactured as standard products at the factory, it is possible to receive a stable supply under prescribed quality control, it is possible to procure materials without quality variations, and there is no need for on-site processing. By doing so, it is possible to perform construction without requiring skill, and it is possible to contribute to environmental protection by reducing waste at the site.

【0024】基礎6上に土台2を架設するとともに土台
2上に一階柱1を建て込み、土台2の上面に刻設形成さ
れている横溝6および一階柱1の一側面に刻設形成され
ている縦溝5に構造用面材11の前記余白部を嵌合する
ことによって、内壁パネル10を自立させる。次いで、
この内壁パネル10の幅方向反対側の余白部を縦溝5に
嵌合しながら次の一階柱1を土台2上に建て込み、この
一階柱の一側面に刻設形成されている縦溝5および土台
2上面の横溝6に構造用面材11の前記余白部を嵌合す
ることによって、次の内壁パネル10を自立させる。こ
の作業を順次行ってすべての一階柱1,1・・・を建て
込むとともにすべての一階内壁パネル10を施工する
(図1および図2参照)。
The base 2 is erected on the foundation 6 and the first floor pillar 1 is built on the base 2, and the lateral groove 6 formed on the upper surface of the base 2 and one side surface of the first floor pillar 1 are carved and formed. The inner wall panel 10 is made self-supporting by fitting the blank portion of the structural face material 11 into the formed vertical groove 5. Then
The next first-floor pillar 1 is built on the base 2 while fitting the blanks on the opposite side in the width direction of the inner wall panel 10 into the vertical grooves 5, and the vertical side formed by engraving on one side surface of the first-floor pillar. The next inner wall panel 10 is self-supported by fitting the above-mentioned marginal portion of the structural face material 11 into the groove 5 and the lateral groove 6 on the upper surface of the base 2. This work is sequentially performed to build all the first-floor pillars 1, 1 ... And to construct all the first-floor inner wall panels 10 (see FIGS. 1 and 2).

【0025】次に、一階横架材3,3・・・を、その下
面に刻設形成された横溝6に一階内壁パネル10,10
・・・の上端余白部を嵌合させながら、一階柱1,1・
・・上に架設する(図2参照)。
Next, the first-floor horizontal members 3, 3 ... Are placed in the lateral groove 6 formed on the lower surface of the first-floor inner wall panels 10, 10.
While fitting the upper margin of ...
..Install on top (see Fig. 2)

【0026】二階部分についても同様にして、上記のよ
うにして架設された一階横架材3,3・・・上に、二階
柱1の側面の縦溝5および一階横架材3の上面の横溝6
に内壁パネル10の余白部を嵌合させながら、刻設に二
階柱1,1・・・および二階内壁パネル10,10・・
・を建て込み、二階横架材4,4・・・の下面の横溝6
に二階内壁パネル10,10・・・の上端余白部を嵌合
させながら、該二階横架材を二階柱1,1・・・上に架
設する(図3参照)。
In the same manner for the second-floor portion, the vertical grooves 5 on the side surface of the second-floor pillar 1 and the first-floor horizontal member 3 are provided on the first-floor horizontal members 3, 3 ... Lateral groove 6 on top
While fitting the blank portion of the inner wall panel 10 to the second floor pillar 1, 1, ... and the second floor inner wall panel 10, 10 ...
・ Incorporating a horizontal groove 6 on the lower surface of the second-floor horizontal members 4, 4 ...
While fitting the upper end margins of the second-floor inner wall panels 10, 10, ..., The second-floor horizontal member is installed on the second-floor pillars 1, 1, ... (See FIG. 3).

【0027】以上により木造建築物の内壁構造が得られ
るが、この内壁構造においては、内壁パネル10の構造
用面材11が耐力壁として働くものであるとともに、そ
の室内側の面にはあらかじめ下地処理が施されているた
め、そのまま内装下地面として用いることができる。ま
た、下地処理の上にさらに漆喰塗装や化粧シート材貼着
等の内装仕上げを施した状態で工場生産の内壁パネル1
0として構成した場合には、内装仕上げについても現場
作業を省略することができる。現場での内装仕上げ後、
またはあらかじめ内装仕上げが施されている場合は内壁
パネル10の施工後直ちに、内壁パネル10の室内側に
おいて柱1,土台2,一家横架材3および二階横架材4
との隅部に化粧額縁14,14・・・を固定する。ある
いは、あらかじめ内装仕上げとともに化粧額縁が固定さ
れた状態の内壁パネル10として工場生産したものを施
工してもよい。
By the above, an inner wall structure of a wooden building can be obtained. In this inner wall structure, the structural face material 11 of the inner wall panel 10 functions as a bearing wall, and the inner surface of the interior surface is preliminarily preliminarily grounded. Since it has been treated, it can be used as it is as an interior base surface. In addition, the inner wall panel 1 produced in the factory with the interior finishing such as plaster coating and sticking of decorative sheet material on the base treatment
When configured as 0, it is possible to omit on-site work for interior finishing. After finishing the interior at the site,
Or, if the interior finish is applied in advance, immediately after the inner wall panel 10 is installed, the pillar 1, the base 2, the family horizontal member 3 and the second-floor horizontal member 4 on the indoor side of the inner wall panel 10 are installed.
The makeup frames 14, 14 ... Are fixed to the corners of and. Alternatively, the factory-produced inner wall panel 10 in which the decorative frame is fixed together with the interior finish may be installed.

【0028】以上のようにして内壁構造を得た後、外壁
パネル20,20・・・を、その耳部23,23・・・
を一階および二階の柱1,1の外面に当接してビス穴2
7,27・・・を用いてビス止めするとともに、そのア
ングル金具24,24・・・を土台2,一階横架材3お
よび二階横架材4の外面に当接してビス穴28,28・
・・を用いてビス止めすることによって、内壁パネル1
0,10・・・との間に通気層30,30・・・を確保
して固定する。
After obtaining the inner wall structure as described above, the outer wall panels 20, 20 ...
Abut on the outer surfaces of the pillars 1 and 1 on the first and second floors and screw holes 2
7 and 27 are screwed together, and the angle fittings 24, 24, ... Are brought into contact with the outer surfaces of the base 2, the first-floor horizontal member 3 and the second-floor horizontal member 4 to screw holes 28, 28.・
.. By using screws to fix the inner wall panel 1
The air-permeable layers 30, 30 ... Are secured between 0, 10 ...

【0029】なお、床パネル40を用いた床施工および
天井パネル50については本発明の主題に直接関連しな
いので、詳細な説明を割愛する。
Since the floor construction using the floor panel 40 and the ceiling panel 50 are not directly related to the subject matter of the present invention, detailed description thereof will be omitted.

【0030】[0030]

【発明の効果】以上に説明したように、本発明の壁構造
によれば、内壁パネルに耐力壁を兼用させることによっ
て作業工数を大幅に削減させ、また、間柱や胴縁等の羽
柄材を省略することで現場での加工作業をなくし、熟練
技術者による施工に左右されることなく均一した施工品
質を確保することが可能となる。
As described above, according to the wall structure of the present invention, the inner wall panel is also used as a load bearing wall, so that the number of working steps is significantly reduced, and the pedestal material such as studs and furring strips is used. By omitting, it is possible to eliminate the processing work at the site, and to ensure uniform construction quality without being influenced by construction by a skilled engineer.

【0031】本発明の壁構造に用いる柱、横架材、内壁
パネル、外壁パネル等はいずれも工場生産品であり、所
定の品質管理の下で安定した供給を受けることができ、
品質にバラツキのない資材調達が可能であるとともに、
現場加工が不要となることで熟練を要さずに施工可能で
あり、現場での廃棄物を削減して環境保護にも資するこ
とができる。
All of the columns, horizontal members, inner wall panels, outer wall panels, etc. used in the wall structure of the present invention are factory-produced products and can be stably supplied under predetermined quality control.
In addition to being able to procure materials with consistent quality,
Since it does not require on-site processing, construction can be performed without requiring skill, and it is possible to contribute to environmental protection by reducing waste on site.

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

【図1】本発明の一実施形態による木造建築物の壁構造
のコーナー部の水平断面図である。
FIG. 1 is a horizontal sectional view of a corner portion of a wall structure of a wooden building according to an embodiment of the present invention.

【図2】この壁構造の一階部分の垂直断面図である。FIG. 2 is a vertical sectional view of a first floor portion of this wall structure.

【図3】この壁構造の二階部分の垂直断面図である。FIG. 3 is a vertical sectional view of a second floor portion of this wall structure.

【図4】この壁構造に用いられる内壁パネルの斜視図で
ある。
FIG. 4 is a perspective view of an inner wall panel used in this wall structure.

【図5】この壁構造に用いられる外壁パネルの概略斜視
図である。
FIG. 5 is a schematic perspective view of an outer wall panel used in this wall structure.

【図6】外壁パネルの平面図である。FIG. 6 is a plan view of an outer wall panel.

【図7】図6中x−x切断線によるこの外壁パネルの水
平断面図である。
FIG. 7 is a horizontal cross-sectional view of this outer wall panel taken along the line xx in FIG.

【符号の説明】[Explanation of symbols]

1 柱 2 土台 3 一階横架材 4 二階横架材 5 柱の縦溝 7 土台、横架材の横溝 10 内壁パネル 11 構造用面材 12 断熱材 13 気密パッキン材 14 化粧額縁 20 外壁パネル 21 壁面部 22 側面部 23 耳部 24 アングル金具 25 防火断熱材 26 補強方立 27,28 ビス穴 30 通気層 40 床パネル 50 天井パネル 1 pillar 2 foundation 3 First floor horizontal material 4 Second floor horizontal material 5 pillar vertical groove 7 Base, lateral groove of horizontal material 10 Inner wall panel 11 Structural surface material 12 Insulation 13 Airtight packing material 14 makeup frame 20 exterior wall panels 21 Wall surface 22 Side part 23 ear 24 angle bracket 25 Fire Insulation 26 Reinforcing cubic 27, 28 screw holes 30 Ventilation layer 40 floor panel 50 ceiling panels

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】木造建築物の耐力壁となる構造用面材の片
面に四周縁に余白を残した状態で断熱材を設けて一体化
された内壁パネルが、その構造用面材の余白部を、柱同
士の対向面に垂直方向に延長形成される縦溝および横架
材同士の対向面に水平方向に延長形成される横溝にそれ
ぞれ嵌合させることにより、構造用面材を室内側、断熱
材を室外側にして固定されるとともに、外壁パネルが内
壁パネルの断熱材との間に通気層を残した状態で柱およ
び横架材の外面側に固定されることを特徴とする木造建
築物の壁構造。
1. An inner wall panel integrated with a heat insulating material in which a margin is left on four edges of one side of a structural face material which is a load-bearing wall of a wooden building. By fitting the vertical groove extending vertically to the facing surface of the pillars and the horizontal groove extending horizontally to the facing surface of the horizontal members, respectively, the structural surface material on the indoor side, A wooden construction characterized in that the heat insulating material is fixed to the outside and the outer wall panel is fixed to the outer surface side of the pillar and the horizontal material with the ventilation layer left between the outer wall panel and the heat insulating material of the inner wall panel. The wall structure of things.
【請求項2】前記内壁パネルにおける構造用面材の室内
側の面にあらかじめ下地処理が施されており、そのまま
内装下地面として用いられることを特徴とする請求項1
記載の木造建築物の壁構造。
2. The interior surface of the structural surface material of the inner wall panel, which has been previously subjected to an undercoating treatment, is used as it is as an interior undercoating surface.
The wall structure of the described wooden building.
【請求項3】柱が柱芯寸法を1mとして建て込まれ、前
記内壁パネルにおける構造用面材の幅寸法が柱内面寸法
よりも若干大きく設定されるとともに、断熱材の幅寸法
が柱内面寸法と略同一に設定されることを特徴とする請
求項1または2記載の木造建築物の壁構造。
3. A column is built with a column core dimension of 1 m, the width dimension of the structural face material in the inner wall panel is set to be slightly larger than the column inner surface dimension, and the width dimension of the heat insulating material is the column inner surface dimension. The wall structure of the wooden building according to claim 1 or 2, wherein the wall structure is set to be substantially the same as the above.
【請求項4】前記内壁パネルにおける断熱材の室外側の
面が、柱および横架材の外面よりも若干後退して設けら
れており、これらの間の間隔を利用して通気層が形成さ
れることを特徴とする請求項1ないし3のいずれか記載
の木造建築物の壁構造。
4. The surface of the heat insulation material on the outdoor side of the inner wall panel is provided so as to be slightly retracted from the outer surfaces of the pillar and the horizontal member, and the ventilation layer is formed by utilizing the space between them. The wall structure for a wooden building according to any one of claims 1 to 3, wherein:
【請求項5】前記外壁パネルが、柱および横架材の外面
よりも外方に浮かせた状態で固定されており、これらの
間の間隔を利用して通気層が形成されることを特徴とす
る請求項1ないし4のいずれか記載の木造建築物の壁構
造。
5. The outer wall panel is fixed in a state of being floated more outward than the outer surfaces of the pillar and the horizontal member, and the ventilation layer is formed by utilizing the space between them. A wall structure for a wooden building according to any one of claims 1 to 4.
【請求項6】前記内壁パネルにおける構造用面材が厚さ
28mmの構造用合板であり、断熱材が厚さ50mmの
ポリスチレンフォームであることを特徴とする請求項1
ないし5のいずれか記載の木造建築物の壁構造。
6. The structural face material of the inner wall panel is a structural plywood having a thickness of 28 mm, and the heat insulating material is a polystyrene foam having a thickness of 50 mm.
A wall structure of a wooden building according to any one of 1 to 5.
JP2002024840A 2002-01-31 2002-01-31 Wall structure of wooden building Pending JP2003227192A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002024840A JP2003227192A (en) 2002-01-31 2002-01-31 Wall structure of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002024840A JP2003227192A (en) 2002-01-31 2002-01-31 Wall structure of wooden building

Publications (1)

Publication Number Publication Date
JP2003227192A true JP2003227192A (en) 2003-08-15

Family

ID=27747164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002024840A Pending JP2003227192A (en) 2002-01-31 2002-01-31 Wall structure of wooden building

Country Status (1)

Country Link
JP (1) JP2003227192A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106245806A (en) * 2016-08-22 2016-12-21 沈阳建筑大学 Assembly concrete entirety is without the hook bolt connection of heat bridge board wall
CN106337510A (en) * 2016-08-26 2017-01-18 孟玲 Building heat isolation plate for field of building engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106245806A (en) * 2016-08-22 2016-12-21 沈阳建筑大学 Assembly concrete entirety is without the hook bolt connection of heat bridge board wall
CN106337510A (en) * 2016-08-26 2017-01-18 孟玲 Building heat isolation plate for field of building engineering

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