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JP2002364091A - Outer wall structure - Google Patents

Outer wall structure

Info

Publication number
JP2002364091A
JP2002364091A JP2001172325A JP2001172325A JP2002364091A JP 2002364091 A JP2002364091 A JP 2002364091A JP 2001172325 A JP2001172325 A JP 2001172325A JP 2001172325 A JP2001172325 A JP 2001172325A JP 2002364091 A JP2002364091 A JP 2002364091A
Authority
JP
Japan
Prior art keywords
wall
ventilation
wooden
wall structure
plywood
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
JP2001172325A
Other languages
Japanese (ja)
Inventor
Hideoki Toriyama
秀興 鳥山
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.)
Nippon Paper Industries Co Ltd
Jujo Paper Co Ltd
Pal Co Ltd
Original Assignee
Nippon Paper Industries Co Ltd
Jujo Paper Co Ltd
Pal Co 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 Nippon Paper Industries Co Ltd, Jujo Paper Co Ltd, Pal Co Ltd filed Critical Nippon Paper Industries Co Ltd
Priority to JP2001172325A priority Critical patent/JP2002364091A/en
Publication of JP2002364091A publication Critical patent/JP2002364091A/en
Pending legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an outer wall structure which sets the vapor release speed in a wall body to a large value to improve condensation preventing effect, is excellent in strength, maintains air-tightness in a room, and is low in production cost. SOLUTION: The outer wall structure is constructed according to a wood frame construction method with a venting construction method applied thereto. According to the outer wall structure, a frame wall 2 is erected, which has a waterproof vapor-permeable sheet 3 stuck to an outside thereof, and a venting corbel 5 of a predetermined size, formed of a woody laminate which is obtained by laminating and bonding woody veneers together, is mounted on vertical frames (studs) 4 of the frame wall 2 from above the waterproof vapor-permeable sheet 3. Then, an outer wall panel 12 is stuck to the venting corbel 5, and a vent passage 14 is defined between the outer wall panel 12 and the waterproof vapor-permeable sheet 3.

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、外壁内部に結露が
発生することを防止する通気構法を施した枠組壁工法に
よる外壁構造に関し、しかも壁倍率の大きな耐久性のあ
る外壁構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a durable outer wall structure having a large wall magnification, and more particularly to a durable outer wall structure having a ventilation construction method for preventing the formation of dew inside the outer wall.

【0002 】[0002]

【従来の技術】外壁内部に結露が発生することを防止す
る通気構法を施した枠組壁工法(ツーバイフォー工法)
による従来の木造住宅の外壁構造として、図3に示すよ
うに、枠組壁51の縦枠(スタッド)52の室外側側面
上に、下地板53としてのOSB等のボード類や構造用
合板等を張り付け、その上に湿気は通すが水分は通さな
い防水透湿シート54で覆い、防水透湿シート54の上
から、ムク材からなる通気用受材55を取り付け、該通
気用受材55の上にサイディング等の外壁パネル56を
張り付け、該外壁パネル56と前記防水透湿シート54
との間に通気路57を設けた構造が知られている。
2. Description of the Related Art A framed wall construction method (two-by-four construction method) with a ventilation construction method for preventing dew condensation inside an outer wall.
As shown in FIG. 3, a board such as OSB as a base plate 53 and a plywood for a structure are provided on the outdoor side surface of a vertical frame (stud) 52 of a framed wall 51 as shown in FIG. It is covered with a waterproof and moisture permeable sheet 54 that allows moisture to pass but does not allow moisture to pass therethrough, and a ventilation receiver 55 made of Muku material is attached from above the waterproof and moisture permeable sheet 54. An outer wall panel 56 of siding or the like is attached to the
A structure in which a ventilation path 57 is provided between the two is known.

【0003 】しかしながら、このような外壁構造で
は、ボード類や構造用合板等の下地板53の透湿抵抗が
大きいので、壁体内の水蒸気の放出速度が遅く、このた
め壁体内に結露が発生したり、枠組材などの壁体構造部
材が湿気のために腐朽したりするなどの恐れがあるとい
った問題点があった。
However, in such an outer wall structure, since the moisture permeability of the base plate 53 such as boards or structural plywood is large, the rate of release of water vapor in the wall is low, and condensate is generated in the wall. There is a problem that the wall structure member such as a frame member may rot due to moisture.

【0004 】そこで、これを解決するべく、特開平5
−5331号公報及び特開平5−280110号公報に
おいては、下地構造用合板の適宜箇所に通気孔を設け
て、湿気の放出を行い結露の発生を防止することが開示
されている。
[0004] To solve this problem, Japanese Patent Laid-Open No.
Japanese Patent Application Laid-Open No. 5331/1993 and Japanese Patent Application Laid-Open No. 5-280110 disclose that ventilation holes are provided at appropriate places in a plywood for a base structure to release moisture and prevent dew condensation from occurring.

【0005 】また、実開平7−13918号公報によ
れば、枠組壁の垂直部材の室内側にスペーサーを介して
壁面下地材が取り付けられ、外壁下地板と枠組壁におけ
る水平部材の室内側側面との間に通気用の隙間を形成
し、この隙間に対峙する床面構成用の構造用合板の部分
に通気用の貫通孔を形成することが開示されている。
According to Japanese Utility Model Laid-Open Publication No. 7-13918, a wall base material is attached to a vertical member of a framed wall through a spacer via a spacer. It is disclosed that a gap for ventilation is formed between the plywoods, and a through hole for ventilation is formed in a portion of the structural plywood for the floor surface facing the gap.

【0006 】[0006]

【発明が解決しようとする課題】しかしながら、特開平
5−5331号公報及び特開平5−280110号公報
においては、下地構造用合板を張り付けて且つ通気孔を
設けているために、その手間暇とコストがかさむばかり
でなく、壁体内の水蒸気放出速度を実用レベルにまでも
っていくには、かなりの通気孔面積を必要とし、その通
気孔面積が大きすぎると、通気用受材がムク材からなる
胴縁材等である場合には、外壁構造体としての強度、す
なわち壁倍率が低下してしまうという問題点があった。
そして、このように、壁体内の水蒸気放出速度を実用レ
ベルにまで高めて結露を防止し、しかも外壁構造体とし
ての強度すなわち壁倍率を維持することは至難の業であ
った。
However, in JP-A-5-5331 and JP-A-5-280110, since the plywood for the underlayer structure is attached and the ventilation holes are provided, the time and labor required for the plywood are reduced. Not only does this increase the cost, but it also requires a considerable vent area to bring the water vapor release rate in the wall to a practical level, and if the vent area is too large, the venting material will be made of Muku material In the case of a frame material or the like, there is a problem that the strength as the outer wall structure, that is, the wall magnification is reduced.
As described above, it has been extremely difficult to increase the water vapor release rate in the wall to a practical level to prevent dew condensation, and to maintain the strength of the outer wall structure, that is, the wall magnification.

【0007 】また、結露防止を重視するあまり、ボー
ド類や構造用合板を省いて前記枠組壁51の縦枠(スタ
ッド)52の上に直接防水透湿シート54を張り付け、
該防水透湿シート54の上から前記枠組壁51の縦枠5
2に、通気用受材55を取り付け、該通気用受材55の
上に外壁パネル56を張り付けることも試みられたが、
通気用受材55がムク材からなる胴縁材等の場合では、
上記と同様に外壁構造体としての強度、すなわち壁倍率
が低下してしまい、特に地震等で外力が加わった時、通
気用受材55が割れたり変形し外壁パネル56の接合部
で割れ、脱落等が発生する恐れがあった。
[0007] In addition, since much emphasis is placed on prevention of dew condensation, boards and structural plywood are omitted, and a waterproof and moisture permeable sheet 54 is directly attached on the vertical frame (stud) 52 of the framed wall 51.
The vertical frame 5 of the framing wall 51 is placed on the waterproof / moisture permeable sheet 54 from above.
2, an attachment member 55 for ventilation was attached, and it was also attempted to attach an outer wall panel 56 on the attachment member 55 for ventilation.
In the case where the ventilation receiving material 55 is a body edge material or the like made of Muku material,
Similarly to the above, the strength of the outer wall structure, that is, the wall magnification is reduced, and especially when an external force is applied due to an earthquake or the like, the ventilation receiving material 55 is cracked or deformed, and is cracked or dropped at the joint of the outer wall panel 56. Etc. may occur.

【0008 】一方、実開平7−13918号公報にお
いては、スペーサーを介して床面用の構造用合板に通気
用の貫通孔を設けた構造になっているため、床下から室
内側へ隙間風が入り易く冷暖房効果も低下し住み心地に
問題点があった。
On the other hand, in Japanese Utility Model Laid-Open Publication No. 7-13918, a ventilation hole is provided in the structural plywood for the floor surface via a spacer, so that drafts are generated from under the floor to the indoor side. It was easy to enter, the cooling and heating effect was reduced, and there was a problem in living comfort.

【0009 】本発明は、上述した事情に鑑みてなされ
るもので、壁体内の水蒸気放出速度を大きくして結露防
止効果を向上させ、しかも強度に優れ、室内側の気密性
を保持し、更にコストの低減を図った外壁構造を提供す
ることを課題とする。
[0009] The present invention has been made in view of the above-mentioned circumstances, and increases the water vapor release rate in the wall to improve the effect of preventing dew condensation, has excellent strength, and maintains the airtightness of the indoor side. An object of the present invention is to provide an outer wall structure that reduces costs.

【0010 】[0010]

【課題を解決するための手段】上記課題を解決するため
なされた請求項1記載の本発明は、通気構法を施した枠
組壁工法による外壁構造であって、前記枠組壁の外側に
防水透湿シートが張り付けられ、該防水透湿シートの上
から前記枠組壁の縦枠に、木質単板を積層接着して得ら
れた木質積層材からなる所定の大きさの通気用受材が取
り付けられ、該通気用受材の上に外壁パネルが張り付け
られて、該外壁パネルと前記防水透湿シートとの間に通
気路が設けられてなることを特徴とする。
According to a first aspect of the present invention, there is provided an outer wall structure by a framed wall construction method in which a ventilation construction method is applied, wherein a waterproof and moisture permeable structure is provided outside the framed wall. A sheet is stuck, and a ventilation receiving material of a predetermined size made of a wooden laminated material obtained by laminating and bonding wooden veneers is attached to the vertical frame of the framework wall from above the waterproof moisture-permeable sheet, An outer wall panel is stuck on the ventilation receiver, and a ventilation path is provided between the outer wall panel and the waterproof and moisture-permeable sheet.

【0011 】かかる構成から、ボード類や構造用合板
などの下地板が省けるので、これによる透湿抵抗がなく
なり、壁体内の水蒸気放出速度が大きくなり、壁体内の
水蒸気を防水透湿シートを通過させて容易に且つ確実に
屋外へ放出することが可能になる。従って、壁体内の結
露防止効果の他、壁体内の乾燥により、枠組材の耐久性
と断熱材の断熱性が一段と優れたものになる。また、通
気用受材がムク材でなく木質積層材であるので、その木
質積層材はムク材に比べ狂いや割れが生じ難く、釘保持
力や材の剪断力に優れ、結果として壁倍率の大きな外壁
構造を得ることが可能になることから、下地板を省くこ
とによる強度の低下を木質積層材で十分補うことがで
き、強度に優れた外壁構造を得ることができる。また、
通気用受材の変形が抑えられるので外壁パネルの接合部
に表面仕上げ材の割れ等の発生を有効に防止することが
できる。また、下地板を省くことにより、その分、外壁
構造の壁厚を薄くすることが可能となり軽量化が図れ
る。また、部品点数や作業工程が少なくなるので、より
コストの低減が図れる。また、室内側の気密性が保持さ
れ、冷暖房効果の低下防止が図れる。
[0011] With this configuration, the base plates such as boards and structural plywood can be omitted, thereby eliminating moisture permeation resistance, increasing the water vapor release rate in the wall, and allowing the water vapor in the wall to pass through the waterproof and moisture permeable sheet. Then, it is possible to easily and surely release it to the outside. Therefore, in addition to the effect of preventing dew condensation in the wall, due to the drying in the wall, the durability of the frame member and the heat insulating property of the heat insulating material are further improved. In addition, since the receiving material for ventilation is not wood material but wood laminate material, the wood laminate material is less likely to be disturbed or cracked than the wood material, and has excellent nail holding force and material shearing force. Since it is possible to obtain a large outer wall structure, a decrease in strength due to omitting the base plate can be sufficiently compensated for by the wooden laminate, and an outer wall structure having excellent strength can be obtained. Also,
Since the deformation of the ventilation material is suppressed, it is possible to effectively prevent the surface finishing material from cracking at the joint of the outer wall panel. In addition, by omitting the base plate, the wall thickness of the outer wall structure can be reduced correspondingly, and the weight can be reduced. Further, the number of parts and the number of working steps are reduced, so that the cost can be further reduced. In addition, the airtightness of the indoor side is maintained, and the cooling / heating effect can be prevented from lowering.

【0012 】請求項2記載の本発明は、請求項1に記
載の前記木質積層材が前記木質単板の繊維方向を互いに
直交させて複数枚積層接着した合板であることを特徴と
する。
According to a second aspect of the present invention, the wooden laminated material according to the first aspect is a plywood obtained by laminating and bonding a plurality of wooden veneers with their fiber directions orthogonal to each other.

【0013 】かかる構成から、前記通気用受材となる
木質積層材が木質単板の繊維方向を互いに直交させてい
るので、通気用受材の含水率変動に伴うアバレや狂いが
より少なく安定したものになり、壁体強度の一層の向上
が図れる。
[0013] With this structure, since the wood laminates serving as the ventilation receivers have the fiber directions of the wooden veneers orthogonal to each other, there is less streaking and irregularity due to fluctuations in the moisture content of the ventilation receivers. And wall strength can be further improved.

【0014 】請求項3記載の本発明は、請求項1に記
載の前記木質積層材が前記木質単板の繊維方向を互いに
平行させて複数枚積層接着した平行合板で、該平行合板
を構成する木質単板のうち、少なくとも一枚が前記木質
単板の繊維方向を他の木質単板層と直交させた平行合板
であることを特徴とする。
According to a third aspect of the present invention, there is provided a parallel plywood comprising a plurality of the wooden laminates according to the first aspect, in which a plurality of the wooden veneers are laminated and adhered so that fiber directions of the wooden veneers are parallel to each other. At least one of the wood veneers is a parallel plywood in which the fiber direction of the wood veneer is orthogonal to the other wood veneer layers.

【0015 】かかる構成から、全ての木質単板層が平
行である木質積層材に比べて繊維方向を他の木質単板層
と直交させた木質単板層が有るので、通気用受材の含水
率変動に伴うアバレや狂いがより少なく安定したものに
なり、壁体強度の一層の向上が図れる。
[0015] With this configuration, since there is a wood veneer layer in which the fiber direction is orthogonal to the other wood veneer layers as compared with a wood laminated material in which all the wood veneer layers are parallel, the water-containing material for the ventilation is provided. Abareness and irregularity due to the rate change are reduced and stable, and the wall strength can be further improved.

【0016 】請求項4記載の本発明は、請求項2又は
3に記載の前記木質積層材の厚さが7〜30mmである
ことを特徴とする。
According to a fourth aspect of the present invention, the thickness of the wood laminate according to the second or third aspect is 7 to 30 mm.

【0017 】かかる構成から、木質積層材の厚さを7
mm以上とすることにより、外壁構造としての強度すな
わち壁倍率を維持すための強度を一層確実に得ることが
でき、そして木質積層材の厚さを30mm以下とするこ
とにより、外壁構造の軽量化を一層効果的に得ることが
できる。
With such a configuration, the thickness of the wooden laminated material is set to 7
mm or more, the strength as the outer wall structure, that is, the strength for maintaining the wall magnification can be obtained more reliably, and the thickness of the wooden laminated material is set to 30 mm or less to reduce the weight of the outer wall structure. Can be obtained more effectively.

【0018 】請求項5記載の本発明は、請求項1ない
し請求項4いずれか記載の前記枠組壁に所定間隔を開け
て設けられている縦枠のなかの一部又は全部の縦枠が複
数本並設して構成され、該複数本並設して構成された各
縦枠を跨ぐように前記通気用受材が取り付けられ、前記
外壁パネルはその接合部が前記通気用受材の幅の範囲内
に位置するように張り付けられていることを特徴とす
る。
According to a fifth aspect of the present invention, there is provided a method according to any one of the first to fourth aspects, wherein a part or all of the vertical frames provided at predetermined intervals on the frame wall are plural. The ventilation receiving member is attached so as to straddle each of the plurality of vertically arranged vertical frames, and the outer wall panel has a joint having a width corresponding to the width of the ventilation receiving member. It is characterized in that it is attached so as to be located within the range.

【0019 】かかる構成から、縦枠のなかの一部又は
全部の縦枠が複数本並設して構成されているので強度が
向上し、しかも該複数本並設して構成された各縦枠には
前記通気用受材が各縦枠を跨ぐように取り付けられてい
るので、各縦枠は一体化され、前記外壁パネルはその接
合部が前記通気用受材の幅の範囲内に位置するように張
り付けられているので、外壁パネルによっても各縦枠の
動きが有効に抑制されることになり、外壁構造としての
強度すなわち壁倍率を維持するための強度をより一層確
実に得ることができる。また、各縦枠の動きが有効に抑
制されることにより、外壁パネルの接合部の表面仕上げ
材の割れ、脱落等の発生を有効に防止することができ
る。
With such a configuration, a plurality of vertical frames are partially or wholly arranged side by side, so that the strength is improved. In addition, each of the vertical frames formed side by side is formed. Since the ventilation receiver is attached so as to straddle each vertical frame, the vertical frames are integrated, and the outer wall panel has a joint portion located within the width of the ventilation receiver. As a result, the movement of each vertical frame is effectively suppressed by the outer wall panel, and the strength as the outer wall structure, that is, the strength for maintaining the wall magnification can be more reliably obtained. . Further, since the movement of each vertical frame is effectively suppressed, it is possible to effectively prevent the surface finishing material at the joint of the outer wall panel from cracking, falling off, and the like.

【0020 】[0020]

【発明の実施の形態】以下本発明に係る外壁構造の実施
の形態を図面により詳細に説明する。図1は本発明の外
壁構造の一実施の形態を示す一部切欠正面図、図2は図
1のA−A線断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the outer wall structure according to the present invention will be described below in detail with reference to the drawings. FIG. 1 is a partially cutaway front view showing an embodiment of the outer wall structure of the present invention, and FIG. 2 is a sectional view taken along line AA of FIG.

【0021 】本例に示す通気構法を施した枠組壁工法
(ツーバイフォー工法)による外壁構造としての外壁構
造体1は、枠組壁2の室外側に防水透湿シート3が貼着
され、該防水透湿シート3の上から前記枠組壁2の縦枠
(スタッド)4に、木質単板を積層接着して得られた木
質積層材からなる所定の大きさの通気用受材5が釘6で
取り付けられている。更に本例では、枠組壁2の二階部
分の端根太7及び一階部分の端根太8と土台9とに通気
用受材10が釘11で取り付けられている。符号12は
外壁パネルを示しており、釘13によって通気用受材
5、10の上に固定され張り付けられている。その外壁
パネル12と前記防水透湿シート3との間には、通気用
受材5、10がスペーサーとなって通気路14が設けら
れている。尚、符号15は上枠、16は下枠、17は頭
つなぎ、18は基礎、19は断熱材を示している。
The outer wall structure 1 as the outer wall structure by the framed wall construction method (two-by-four construction method) provided with the ventilation construction method shown in this embodiment has a waterproof moisture-permeable sheet 3 adhered to the outdoor side of the framed wall 2, A predetermined size ventilation receiving material 5 made of a laminated wooden material obtained by laminating and bonding wooden veneers is attached to the vertical frame (stud) 4 of the framed wall 2 from above the wet sheet 3 with nails 6. Have been. Furthermore, in this example, a ventilation receiving material 10 is attached to the end joist 7 on the second floor portion and the end joist 8 on the first floor portion and the base 9 of the frame wall 2 with nails 11. Reference numeral 12 denotes an outer wall panel, which is fixed on and attached to the ventilation receivers 5 and 10 by nails 13. A ventilation path 14 is provided between the outer wall panel 12 and the waterproof and moisture permeable sheet 3 with the ventilation receiving members 5 and 10 serving as spacers. Reference numeral 15 denotes an upper frame, 16 denotes a lower frame, 17 denotes a head connection, 18 denotes a foundation, and 19 denotes a heat insulating material.

【0022 】前記枠組壁2で、所定間隔に設けられて
いる縦枠4にあっては、本例では二本、一本、二本、一
本・・・と、交互に設けられている。間欠的に二本の縦
枠4をその側面を接触させて並設したのは、外壁パネル
12の接合部の固定を補強し外壁構造としての強度すな
わち壁倍率を維持するための強度をより確実に得るため
である。ここで、二本としたのは、枠組壁工法(ツーバ
イフォー工法)では縦枠4の寸法が基準化されているた
め、強度保持に必要な太さを得るために二本とするもの
であって、更に強度が必要な場合は、三本或いはそれ以
上であってもよいものとする。また、必ずしも間欠的で
ある必要はなく、これらについては要求される強度に応
じて縦枠4のなかの一部または全部の縦枠4に適宜選択
されるものとする。このように、必要に応じて縦枠4を
複数本並設し、該縦枠4の側面から釘等(図示せず)で
縦枠4同士を縫い合わせるようにして接合すると、強度
的により一層確実になる。
The vertical frames 4 provided at predetermined intervals on the framed wall 2 are alternately provided in the present embodiment as two, one, two, one,... The reason why the two vertical frames 4 are intermittently arranged side-by-side with their side surfaces in contact is to reinforce the fixing of the joint of the outer wall panel 12 and more reliably maintain the strength as the outer wall structure, that is, the strength for maintaining the wall magnification. To get it. Here, the reason why the two pieces are used is that in the framed wall construction method (two-by-four construction method), since the dimensions of the vertical frame 4 are standardized, the two pieces are used in order to obtain a thickness necessary for maintaining strength. If more strength is required, it may be three or more. Also, it is not always necessary to be intermittent, and these are appropriately selected for some or all of the vertical frames 4 according to the required strength. In this way, if a plurality of the vertical frames 4 are juxtaposed as necessary and the vertical frames 4 are joined together by sewing the nails or the like (not shown) from the side surfaces of the vertical frames 4, the strength is further assured. become.

【0023 】前記通気用受材5は、長さ50〜65m
mの釘6(釘ピッチを100〜300mmピッチとす
る。接着剤を併用してもよい)で釘着されている。ま
た、通気用受材5は、枠組壁2の縦枠(スタッド)4に
取り付けられているが、前記のように縦枠4のなかの一
部の縦枠4が複数本(本例では二本)並設して構成され
ている場合には、その通気用受材5が複数本並設して構
成された各縦枠4を跨ぐように取り付けられている。さ
らに、通気用受材5は、その大きさが前記外壁パネル1
2と前記防水透湿シート3との間に設けられる通気路1
4を形成する間隙に応じて設定されている。
The receiving member 5 for ventilation has a length of 50 to 65 m.
It is nailed with m nails 6 (the nail pitch is 100 to 300 mm pitch; an adhesive may be used together). Further, the ventilation receiving material 5 is attached to the vertical frame (stud) 4 of the framed wall 2, but as described above, a plurality of the vertical frames 4 in the vertical frame 4 (two in this example). In the case of a plurality of juxtaposed, the ventilation receiving members 5 are attached so as to straddle each of the vertical frames 4 formed of a plurality of juxtaposed. Further, the size of the ventilation material 5 is the same as that of the outer wall panel 1.
2 is a ventilation path provided between the waterproof and moisture-permeable sheet 3
4 are set in accordance with the gaps forming the gaps 4.

【0024 】前記通気用受材10は、通気用受材5と
同様に長さ50〜65mmの釘11(釘ピッチを100
〜300mmピッチとする。接着剤を併用してもよい)
で釘着されている。また、通気用受材10は、その大き
さが前記外壁パネル12と前記防水透湿シート3との間
に設けられる通気路14を形成する間隙に応じて設定さ
れている。
The ventilation receiver 10 is, similarly to the ventilation receiver 5, a nail 11 having a length of 50 to 65 mm (a nail pitch of 100 mm).
ピ ッ チ 300 mm pitch. (An adhesive may be used together.)
It is nailed in. The size of the ventilation receiver 10 is set according to the gap forming the ventilation path 14 provided between the outer wall panel 12 and the waterproof and moisture permeable sheet 3.

【0025 】かかる通気用受材5及び通気用受材10
は、前記の通り所定厚さの木質単板を複数枚接着剤にて
積層接着して得られた木質積層材からなっている。その
木質積層材としては、単板の木質繊維方向を互いに直交
させた、いわゆる合板と、単板の木質繊維方向を互いに
平行させた、いわゆる平行合板(LVL)とがあり、合
板においては積層用接着剤の耐水性能によって普通合板
と構造用合板とがある。尚、合板は日本農林規格に定め
る構造用合板を用いることが最適である。一方、平行合
板においては、繊維方向を全ての単板で平行にしたもの
であってもよいが、その平行合板の各単板うち少なくと
も一枚の単板の繊維方向を他の単板層と直交させた特殊
な平行合板であると、割裂強度がよりいっそう高くなっ
て各釘の固定力が増し壁体強度的に最適となる。その一
例としては、平行合板の表面から二層目と裏面から二層
目の単板を直交させたものが挙げられる。前記の合板及
び平行合板は、単板積層枚数が奇数枚であっても、偶数
枚であってもよいものとする。
The ventilation receiving material 5 and the ventilation receiving material 10
Is made of a wood laminate obtained by laminating and bonding a plurality of wood veneers of a predetermined thickness with an adhesive as described above. As the wood laminated material, there is a so-called plywood in which the wood fiber directions of veneers are orthogonal to each other, and a so-called parallel plywood (LVL) in which the wood fiber directions of the veneer are parallel to each other. There are ordinary plywood and structural plywood depending on the water resistance of the adhesive. It is best to use structural plywood specified in Japanese Agricultural Standards. On the other hand, in the parallel plywood, the fiber direction may be parallel to all veneers, but the fiber direction of at least one veneer of each veneer of the parallel veneer is the same as the other veneer layers. If the special parallel plywood is orthogonal, the splitting strength is further increased, the fixing force of each nail is increased, and the wall strength is optimized. As an example, a single plywood of a second layer from the front surface and a second layer from the back surface of the parallel plywood is orthogonal to each other. The plywood and the parallel plywood may be an odd number or an even number of veneers.

【0026 】以上のように、通気用受材5及び通気用
受材10が合板又は平行合板等の木質積層材であると、
従来のムク材の通気用受材と比べて、まわりの湿気や水
分によって膨潤したり逆に収縮したり、反りが発生した
りということが少なくなるという利点がある。言い換え
れば、含水率変動に伴うアバレや狂いが従来のムク材に
比べてより少なくなり安定したものになる。従って、通
気用受材5及び通気用受材10の表面の平滑性が確保さ
れ、通気用受材5、10にあっては釘13で外壁パネル
12を固着する際に外壁パネル12の安定した平滑性と
釘保持力が得られるので面内剪断強度の強い壁体とな
る。前記外壁パネル12は長さ50mm程度の釘又はビ
ス等(ピッチは100〜200mm程度)で固定されて
いる(接着剤と併用してもよい)。
As described above, when the ventilation receiving material 5 and the ventilation receiving material 10 are made of a wood laminate such as plywood or parallel plywood,
There is an advantage that swelling, contraction, and warping due to surrounding moisture and moisture are less likely to occur as compared with the conventional aeration material receiving material for ventilation. In other words, the abrasion and irregularity caused by the fluctuation of the water content are reduced as compared with the conventional muku wood, and the wood becomes stable. Therefore, the smoothness of the surface of the ventilation receiving material 5 and the ventilation receiving material 10 is ensured, and when the outer wall panel 12 is fixed to the ventilation receiving materials 5 and 10 with the nail 13, the outer wall panel 12 is stabilized. A wall having high in-plane shear strength is obtained because smoothness and nail holding force are obtained. The outer wall panel 12 is fixed with nails or screws having a length of about 50 mm (pitch is about 100 to 200 mm) (may be used together with an adhesive).

【0027 】また、通気用受材5においては、その通
気用受材5が、複数本並設して構成された各縦枠4を跨
ぐように取り付けられると、壁体にかかる外力による縦
枠4の動きを有効に封じることができるという利点があ
る。従って、その上に張り付けられた外壁パネル12の
接合部の動きやズレが抑止され、外壁パネル12の接合
部の表面仕上げ材の割れ等の発生を有効に防止すること
ができる。また、縦枠4が複数本並設された箇所におい
ては、通常よりも幅広い通気用受材5を用いることがで
きるので、壁体強度的にもいっそう優れたものになる。
また、外壁パネル12の接合部が通気用受材5の幅方向
のほぼ中央にくるようにすると壁体強度的にもいっそう
優れたものになる(外壁パネル12の接合部の表面仕上
げ材の割れ等の発生が有効に防止される)。
Further, when the ventilation receiver 5 is mounted so as to straddle the plurality of vertical frames 4 arranged in parallel, the vertical frame due to the external force applied to the wall is provided. There is an advantage that the movement of No. 4 can be effectively sealed. Accordingly, the movement and displacement of the joint of the outer wall panel 12 stuck thereon can be suppressed, and the occurrence of cracks or the like in the surface finishing material at the joint of the outer wall panel 12 can be effectively prevented. Further, in a place where a plurality of the vertical frames 4 are juxtaposed, the ventilation receiving material 5 wider than usual can be used, so that the wall strength is further improved.
In addition, when the joint of the outer wall panel 12 is located substantially at the center in the width direction of the ventilation receiving material 5, the wall strength is further improved (cracking of the surface finishing material at the joint of the outer wall panel 12). Is effectively prevented).

【0028 】通気用受材5及び通気用受材10の寸法
は、木質積層材の厚みを7〜30mm程度にすることが
最適である。木質積層材の厚さを7mm以上にすること
により、外壁構造としての強度すなわち壁倍率を維持す
ための強度を一層確実に得ることができるようになる。
また、木質積層材の厚さを30mm以下にすることによ
り、外壁構造の軽量化を一層効果的に得ることができる
ようになる。一方、幅寸法は、縦枠4が一本の箇所であ
る場合には、その縦枠4の幅に見合った寸法としておよ
そ30〜40mm程度がよいものとする。二本又はそれ
以上の複数本の箇所の場合には、それに見合った幅寸法
とする。例えば二本の箇所の場合は45〜80mm程度
がよいものとする。他方、長さ寸法は、枠組壁工法下地
構造体の長さ寸法に見合った長さでよいものとする。長
さ方向のジョイントはあってもよいが、一本通しの場合
の方が壁体強度上、より最適である。尚、ムク材からな
る従来の通気用受材55(図3参照)の場合、その厚み
が18mmを下回ると従来の通気用受材55(図3参
照)が割れたり、反り狂いが生じ易く、釘保持力が低下
し、従って壁体強度が低下する。この点本発明の外壁構
造にかかる通気用受材5及び通気用受材10は木質積層
材からなるので18mmより薄くてもこのようなことが
ない。
Optimally, the dimensions of the ventilation receiving material 5 and the ventilation receiving material 10 are such that the thickness of the laminated wooden material is about 7 to 30 mm. By setting the thickness of the wooden laminated material to 7 mm or more, the strength as the outer wall structure, that is, the strength for maintaining the wall magnification can be more reliably obtained.
Further, by making the thickness of the wooden laminated material 30 mm or less, the weight of the outer wall structure can be more effectively reduced. On the other hand, when the vertical frame 4 is a single portion, the width is preferably about 30 to 40 mm as a dimension corresponding to the width of the vertical frame 4. In the case of two or more locations, the width shall be appropriate. For example, in the case of two places, it is preferable that the distance be about 45 to 80 mm. On the other hand, the length dimension may be a length commensurate with the length dimension of the framed wall construction base structure. Although there may be a joint in the length direction, a single joint is more optimal in terms of wall strength. Incidentally, in the case of the conventional ventilation receiving material 55 (see FIG. 3) made of Muku material, if the thickness is less than 18 mm, the conventional ventilation receiving material 55 (see FIG. 3) is easily broken or warped. The nail holding force is reduced, and thus the wall strength is reduced. In this regard, since the ventilation receiving material 5 and the ventilation receiving material 10 according to the outer wall structure of the present invention are made of a laminated wooden material, this does not occur even if the thickness is less than 18 mm.

【0029 】前記枠組壁2を構成する縦枠4、上枠1
5、下枠16等は、栂材、ベイツガ材、スプルース材、
スギ材、檜材又はこれらの集成材などの材料が用いられ
ているが、これら以外であってもよい。通気用受材5及
び通気用受材10に使用する木質積層材の樹種として
は、ラワン、ジョンコン、メランティー、カポール、ア
ビトンなどが用いられるが、これら以外の広葉樹又は針
葉樹であってもよい。単板の厚みは0.7〜3.0mm
程度のものが使われているが、この範囲に限ったもので
はない。また、各単板の厚みを変えてもよい。
The vertical frame 4 and the upper frame 1 constituting the framed wall 2
5, lower frame 16 etc. are made of Tsuga material, Hemlock material, Spruce material,
Although materials such as cedar, hinoki, and laminated materials of these materials are used, other materials may be used. As the wood species of the wood laminated material used for the ventilation receiving material 5 and the ventilation receiving material 10, Rawan, Jonkon, Meranti, Kapole, Aviton and the like are used, but hardwood or conifers other than these may be used. The thickness of veneer is 0.7-3.0mm
Some are used, but not limited to this range. Further, the thickness of each veneer may be changed.

【0030 】その他、通気用受材5及び通気用受材1
0として防虫、防腐、防蟻処理した材料を用いてもよ
い。この場合、通気用受材5及び通気用受材10の耐久
性がよりいっそう向上し、従って、壁体強度的にも最適
である。こうした防虫、防腐、防蟻の処理にあっては、
木質積層材を構成する木質単板を積層接着する際の接着
剤中に防虫、防腐、防蟻薬剤を所定量混入すればよい。
混入量は接着剤に対して重量比で1〜2%混入すればよ
く、あまり多く混入し過ぎると接着不良の恐れがあるの
で注意を要する。例えば防虫薬剤として硼砂、硼酸、弗
化ソーダ、ホキシム、フェニトロチオン、その他の薬剤
が使用できる。単板への薬剤浸透量は硼砂、硼酸の場
合、単板の全乾重量に対して0.2%以上であればよ
い。弗化ソーダの場合は0.1%以上であればよい。積
層用接着剤としては、ユリア系樹脂からなる通常の合板
用接着剤でもよいが、耐水性能を考慮すればフェノール
樹脂系接着剤又はその他の耐水性接着剤を用いることが
できる。
In addition, the ventilation receiving material 5 and the ventilation receiving material 1
As 0, a material which has been treated with insect repellent, preservative, and termite may be used. In this case, the durability of the ventilation receiver 5 and the ventilation receiver 10 is further improved, and thus the wall strength is optimal. In the treatment of insect repellents, preservatives, and termites,
A predetermined amount of an insect repellent, an antiseptic, and an anti-termitic agent may be mixed into the adhesive for laminating and bonding the wooden veneers constituting the wooden laminated material.
The mixing amount may be 1 to 2% by weight with respect to the adhesive, and care should be taken because too much mixing may cause poor adhesion. For example, borax, boric acid, sodium fluoride, phoxime, fenitrothion, and other agents can be used as insect repellents. In the case of borax and boric acid, the amount of the chemical permeated into the veneer may be 0.2% or more based on the total dry weight of the veneer. In the case of sodium fluoride, it may be 0.1% or more. As the laminating adhesive, an ordinary plywood adhesive made of a urea-based resin may be used, but a phenolic resin-based adhesive or another water-resistant adhesive can be used in consideration of water resistance.

【0031 】枠組壁2は従来からの方法で製作し施工
するものとする。土台9、基礎18なども従来からのも
のでよい。防水透湿シート3は、湿気は通すが水分は通
さないものであって、ステープル等を用いて貼着されて
いる。その防水透湿シート3としては、例えばデュポン
社製の「タイベック」などがよく使われている。
The framing wall 2 is manufactured and constructed by a conventional method. The base 9, the foundation 18, and the like may be conventional ones. The waterproof / moisture permeable sheet 3 allows moisture to pass through but does not allow moisture to pass through, and is attached using staples or the like. As the waterproof and moisture-permeable sheet 3, for example, "Tyvek" manufactured by DuPont is often used.

【0032 】以上本発明に係る外壁構造によれば、ボ
ード類や構造用合板などの従来の下地板が省けるので、
これによる透湿抵抗がなくなり、壁体内の水蒸気放出速
度が大きくなる。そして、壁体内の水蒸気を防水透湿シ
ートを通過させて容易に且つ確実に屋外へ放出すること
ができる。従って、結露防止効果に一段と優れたものに
することができる。また、通気用受材5及び通気用受材
10が従来のようなムク材でなく木質積層材であるの
で、材に狂いが生じ難く釘保持力や材の剪断力に優れ、
結果として壁倍率の大きな外壁構造を得ることが可能に
なる。従って、従来の下地板を省くことによる強度の低
下を木質積層材で十分補うことができ、強度に優れた外
壁構造を得ることができる。また、通気用受材5及び通
気用受材10の変形が抑えられるので外壁パネル12の
接合部の表面仕上げ材の割れ等の発生を有効に防止する
ことができる。また、従来の下地板を省くことにより、
その分外壁構造の壁厚を薄くすることが可能となり軽量
化を図ることができる。また、部品点数や作業工程が少
なくなりコストの低減を図ることができる。また、従来
のような通気用の貫通孔を設ける構造ではないため室内
側の気密性が保持されることから、冷暖房効果の低下防
止を図ることができる。
According to the outer wall structure according to the present invention, conventional base plates such as boards and structural plywood can be omitted.
This eliminates the resistance to moisture permeation and increases the rate of water vapor release in the wall. And the water vapor | steam in a wall body can be easily and reliably discharged | emitted by passing a waterproof moisture-permeable sheet. Therefore, the effect of preventing dew condensation can be further improved. In addition, since the ventilation receiving material 5 and the ventilation receiving material 10 are made of a wooden laminated material instead of a conventional lumber material, the materials are hardly disturbed and the nail holding force and the shearing force of the material are excellent,
As a result, it is possible to obtain an outer wall structure having a large wall magnification. Therefore, the decrease in strength due to the omission of the conventional base plate can be sufficiently compensated for by the wooden laminate, and an outer wall structure having excellent strength can be obtained. In addition, since the deformation of the ventilation receiving material 5 and the ventilation receiving material 10 is suppressed, it is possible to effectively prevent the surface finishing material at the joint of the outer wall panel 12 from cracking or the like. Also, by omitting the conventional base plate,
As a result, the wall thickness of the outer wall structure can be reduced, and the weight can be reduced. In addition, the number of parts and the number of working steps are reduced, so that cost can be reduced. In addition, since the structure is not provided with a through hole for ventilation as in the related art, the airtightness on the indoor side is maintained, so that the cooling / heating effect can be prevented from lowering.

【0033 】[0033]

【実施例】次に実施例1〜4、比較例1、2にもとづい
て壁耐力試験を行い、本発明に係る外壁構造が従来の下
地板を省くことによる強度の低下を木質積層材で十分に
補い、その結果、強度に優れた外壁構造になっているこ
とを証明する(実施例1〜4の壁倍率結果と比較例1の
壁倍率結果とを比較する)。また、通気用受材がムク材
でなく木質積層材であることにより、壁倍率の大きな外
壁構造になっていることを証明する(実施例1〜4の壁
倍率結果と比較例2の壁倍率結果とを比較する)。 〔実施例1〕枠組壁工法の外壁構造体を以下のように作
製した。樹種として米栂材を使用し、上枠、下枠、縦枠
(スタッド)からなる高さ2730mm、横幅1820
mm、厚さ90mmの枠組壁工法の外壁構造体を作製し
た。スタッドは外壁パネルの接合部がくる箇所は910
mm間隔に二本重ねとし、その中間位置に一本のスタッ
ドを配置した。上枠、下枠、スタッドの断面寸法は40
mm×90mmのツーバイフォー材を使用した。次に、
その外面側に防水透湿シートを貼着した。続いて、木質
積層材からなる通気用受材を長さ65mmの釘(CN−
65)で、上枠、下枠、スタッドの上に釘打ちピッチ2
00mmとして釘着し、その上に長さ50mmの釘(C
N−50)で釘打ちピッチ100mmで外壁パネルを張
り付けた。通気用受材の寸法は厚さ7.0mm、幅寸法
は、スタッドを二本重ねとした箇所は80mm、スタッ
ド一本の箇所は40mmとした。長さはそれぞれ273
0mmとした。外壁パネルは当社製の軽量モルタル層複
合合板「商品名:ラストップ15」を使用した。サイズ
は厚さ15mm、縦2730mm、横幅910mmを幅
方向に二枚並べて使用した。ラストップの軽量モルタル
層は7.0mmで合板層は厚さ7.5mmの構造用合板
とした。通気用受材に使用した木質積層材は、フェノー
ル樹脂接着剤使用の構造用合板を採用した。各単板の繊
維方向は互いに直交させたものである。単板樹種として
はラワン材を使用し、単板厚さは1.0mmとした。積
層プライ数は7プライ等厚とし、仕上がり厚さを7.0
mmとした。日本農林規格の構造用合板規格に適合する
ものとした。
EXAMPLE Next, a wall proof test was carried out based on Examples 1 to 4 and Comparative Examples 1 and 2, and the outer wall structure according to the present invention was sufficiently reduced in strength by omitting the conventional base plate with a wood laminate. To prove that the outer wall structure has excellent strength (compare the wall magnification results of Examples 1 to 4 with the wall magnification result of Comparative Example 1). Further, it is proved that the outer wall structure having a large wall ratio is obtained by using the wood laminated material instead of the lumber member as the ventilation receiver (the wall ratio results of Examples 1 to 4 and the wall ratio of Comparative Example 2). Compare the results). [Example 1] An outer wall structure by a frame wall method was produced as follows. Uses rice toga wood as a tree species, consisting of upper frame, lower frame, vertical frame (stud), height of 2730 mm, width of 1820
An outer wall structure having a thickness of 90 mm and a thickness of 90 mm by a framing wall method was produced. Studs are 910 where the joint of the outer wall panel comes
Two studs were arranged at an interval of mm, and one stud was arranged at an intermediate position. The cross-sectional dimensions of the upper frame, lower frame, and stud are 40
A 2-by-4 mm × 90 mm material was used. next,
A waterproof and moisture-permeable sheet was attached to the outer surface side. Subsequently, a ventilation receiver made of a wooden laminated material was inserted into a 65 mm long nail (CN-
65), nailing pitch 2 on the upper frame, lower frame and stud
00 mm, and a 50 mm long nail (C
N-50), the outer wall panel was attached at a nailing pitch of 100 mm. The dimensions of the ventilation receiving material were 7.0 mm in thickness, and the width was 80 mm in the place where two studs were stacked and 40 mm in the place of one stud. Length is 273 each
0 mm. As the outer wall panel, a lightweight mortar layer composite plywood “trade name: LASTOP 15” manufactured by our company was used. The size was 15 mm in thickness, 2730 mm in length, and 910 mm in width. Laststop's lightweight mortar layer was 7.0 mm, and the plywood layer was a 7.5 mm thick structural plywood. The wood laminate used for the ventilation material was a structural plywood using a phenolic resin adhesive. The fiber direction of each veneer is orthogonal to each other. As a veneer species, lauan wood was used, and the veneer thickness was 1.0 mm. The number of laminated plies is equal to 7 plies, and the finished thickness is 7.0
mm. It conforms to the Japanese Agriculture and Forestry Standard for structural plywood.

【0034 】〔実施例2〕通気用受材に使用する木質
積層材として、単板厚さを2.8mmとし、単板厚さ構
成を11プライの等厚とし、通気用受材の仕上がり厚さ
を30mmとしたことの他は実施例1と同様にして実施
例2の枠組壁工法の外壁構造体を作製した。
Example 2 The thickness of the veneer was 2.8 mm, the thickness of the veneer was 11 plies, and the finished thickness of the ventilation material was 2 mm. An outer wall structure of the framing wall method of Example 2 was produced in the same manner as in Example 1 except that the length was 30 mm.

【0035 】〔実施例3〕通気用受材に使用する木質
積層材として、単板厚さを1.0mmとし、各単板の繊
維方向は表面から二層目の単板及び裏面から二層目の単
板を直交単板としその他の単板は互いに平行にして7プ
ライ等厚の単板構成で積層接着した仕上がり厚さ7.0
mmの特殊な平行合板を用いたことの他は実施例1と同
様にして実施例3の枠組壁工法の外壁構造体を作製し
た。
[Example 3] As a wood laminate used for a ventilation receiving material, the thickness of a veneer was 1.0 mm, and the fiber direction of each veneer was the second veneer from the front surface and the two veneers from the back surface. The veneer veneer is an orthogonal veneer, the other veneers are parallel to each other, and the laminated veneer is a laminated veneer having a 7-ply equal thickness veneer having a finished thickness of 7.0.
An outer wall structure of the framing wall construction method of Example 3 was produced in the same manner as in Example 1 except that a special parallel plywood of mm was used.

【0036 】〔実施例4〕通気用受材に使用する木質
積層材として、単板厚さを2.8mmとし、各単板の繊
維方向は表面から二層目の単板及び裏面から二層目の単
板を直交単板としその他の単板は互いに平行にして11
プライ等厚の単板構成で積層接着した仕上がり厚さ3
0.0mmの特殊な平行合板を用いたことの他は実施例
1と同様にして実施例4の枠組壁工法の外壁構造体を作
製した。
Example 4 As a wood laminated material used for the ventilation receiving material, the thickness of the veneer was 2.8 mm, and the fiber direction of each veneer was the second veneer from the front surface and the two veneers from the back surface. The single veneer is an orthogonal veneer and the other veneers are
Finish thickness 3 laminated and bonded in a single-ply construction with equal thickness of ply
An outer wall structure of the framing wall method of Example 4 was produced in the same manner as in Example 1 except that a special parallel plywood of 0.0 mm was used.

【0037 】〔比較例1〕枠組壁工法の外壁構造体の
上枠、下枠、縦枠(スタッド)の上に、5プライ9.0
mm厚さで幅910mm、長さ2730mmの構造用合
板を幅方向に二枚並べて張り付けた。その上に防水透湿
シートを貼着し、続いてその上に厚さ18mmのムク材
からなる通気用受材を取り付けたことの他は実施例1と
同様にして比較例1の外壁構造体を作製した。
[Comparative Example 1] 5 plies 9.0 on the upper frame, lower frame, and vertical frame (stud) of the outer wall structure of the framed wall method.
Structural plywood having a thickness of 910 mm and a length of 2730 mm, with a thickness of mm, was laminated and attached in the width direction. An outer wall structure of Comparative Example 1 was formed in the same manner as in Example 1 except that a waterproof and moisture-permeable sheet was adhered thereon, and then a ventilation receiving material made of a 18 mm thick muk material was attached thereon. Was prepared.

【0038 】〔比較例2〕通気用受材として、ムク材
からなる厚さ18mmの通気用受材を使用したことの他
は実施例1と同様にして比較例2の枠組壁工法の外壁構
造体を作製した。
Comparative Example 2 The outer wall structure of the framing wall construction method of Comparative Example 2 was the same as that of Example 1 except that an 18 mm thick ventilation receiving material made of chalk was used as the ventilation receiving material. The body was made.

【0039 】〔壁耐力試験〕上記実施例1〜4及び比
較例1、2の外壁構造体をホールダウン金物で試験台に
固定し、面内剪断試験を実施し壁倍率を比較した。試験
の方法は無載荷式で、上部の上枠部側面から、正負交番
繰り返し加力とし、見かけの剪断変形角1/450、1
/300、1/200、1/150、1/100、1/
75、1/50ラジアンの正負変形時に、同一サイクル
で三回繰り返し加力を行った後、単調加力で破壊させ、
最大荷重に達した後、試験体の変形角が1/30ラジア
ン以上に達するまで加力した。試験値より短期許容剪断
力の算出を行い、見かけの壁倍率を算出したものであ
る。
[Wall Strength Test] The outer wall structures of Examples 1 to 4 and Comparative Examples 1 and 2 were fixed to a test table with hole-down hardware, and an in-plane shear test was performed to compare wall magnifications. The test was performed in a non-loading manner, with positive and negative alternating repetitive forces applied from the side of the upper frame at the top, and apparent shear deformation angles of 1/450, 1
/ 300, 1/200, 1/150, 1/100, 1 /
At the time of positive / negative deformation of 75, 1/50 radian, after applying force repeatedly three times in the same cycle, it is destroyed by monotonous force,
After reaching the maximum load, the specimen was applied until the deformation angle of the specimen reached 1/30 radian or more. The short term allowable shear force was calculated from the test values, and the apparent wall magnification was calculated.

【0040 】〔試験結果〕試験の結果(壁倍率)を表
1に示す。
[Test Results] The results of the tests (wall magnification) are shown in Table 1.

【表1】 [Table 1]

【0041 】[0041]

【発明の効果】以上のように本発明に係る外壁構造によ
れば、壁体内の水蒸気放出速度を大きくして結露防止効
果を向上させ、しかも強度に優れ、室内側の気密性を保
持し、更にコストの低減を図った外壁構造を提供するこ
とができる。
As described above, according to the outer wall structure according to the present invention, the effect of preventing dew condensation is enhanced by increasing the rate of water vapor release in the wall, and the strength is excellent, and the airtightness of the indoor side is maintained. Further, it is possible to provide an outer wall structure in which cost is reduced.

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

【図1】本発明の外壁構造の一実施の形態を示す一部切
欠正面図である。
FIG. 1 is a partially cutaway front view showing an embodiment of an outer wall structure of the present invention.

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

【図3】従来例の枠組壁工法における通気構法用外壁構
造を示す断面図である。
FIG. 3 is a cross-sectional view showing an outer wall structure for a ventilation construction method in a conventional frame wall method.

【符号の説明】[Explanation of symbols]

1 外壁構造体 2 枠組壁 3 防水透湿シート 4 縦枠(スタッド) 5、10 通気用受材 6、11、13 釘 7、8 端根太 9 土台 12 外壁パネル 14 通気路 15 上枠 16 下枠 17 頭つなぎ 18 基礎 19 断熱材 51 枠組壁 52 縦枠(スタッド) 53 下地板 54 防水透湿シート 55 通気用受材 56 外壁パネル 57 通気路 DESCRIPTION OF SYMBOLS 1 Outer wall structure 2 Framed wall 3 Waterproof and moisture permeable sheet 4 Vertical frame (stud) 5, 10 Ventilation receiving material 6, 11, 13 Nail 7, 8 End joist 9 Base 12 Outer wall panel 14 Ventilation path 15 Upper frame 16 Lower frame Reference Signs List 17 Head connection 18 Foundation 19 Insulation material 51 Frame wall 52 Vertical frame (stud) 53 Base plate 54 Waterproof and moisture-permeable sheet 55 Ventilation receiving material 56 Outer wall panel 57 Ventilation path

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E001 DB02 EA08 FA04 GA12 GA24 GA48 GA63 HC02 HF01 NA07 NB05 NC01 ND12 2E002 EA01 EA02 EB12 FA03 FB07 FB16 HB01 JA01 JA02 JB01 MA27 NA04  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2E001 DB02 EA08 FA04 GA12 GA24 GA48 GA63 HC02 HF01 NA07 NB05 NC01 ND12 2E002 EA01 EA02 EB12 FA03 FB07 FB16 HB01 JA01 JA02 JB01 MA27 NA04

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 通気構法を施した枠組壁工法による外壁
構造であって、 前記枠組壁の外側に防水透湿シートが張り付けられ、該
防水透湿シートの上から前記枠組壁の縦枠に、木質単板
を積層接着して得られた木質積層材からなる所定の大き
さの通気用受材が取り付けられ、該通気用受材の上に外
壁パネルが張り付けられて、該外壁パネルと前記防水透
湿シートとの間に通気路が設けられてなることを特徴と
する外壁構造。
1. An outer wall structure by a framing wall construction method to which a ventilation construction method is applied, wherein a waterproof moisture permeable sheet is attached to the outside of the framing wall, and a vertical frame of the framing wall is placed on the waterproof moisture permeable sheet. A ventilation receiving material of a predetermined size made of a wooden laminated material obtained by laminating and bonding wooden veneers is attached, and an outer wall panel is attached to the ventilation receiving material, and the outer wall panel and the waterproof material are attached. An outer wall structure, wherein an air passage is provided between the outer wall and the moisture permeable sheet.
【請求項2】 請求項1に記載の外壁構造において、 前記木質積層材が前記木質単板の繊維方向を互いに直交
させて複数枚積層接着した合板であることを特徴とする
外壁構造。
2. The outer wall structure according to claim 1, wherein the wooden laminated material is a plywood obtained by laminating and bonding a plurality of wooden veneers so that the fiber directions of the wooden veneers are orthogonal to each other.
【請求項3】 請求項1に記載の外壁構造において、 前記木質積層材が前記木質単板の繊維方向を互いに平行
させて複数枚積層接着した平行合板で、該平行合板を構
成する木質単板のうち、少なくとも一枚が前記木質単板
の繊維方向を他の木質単板層と直交させた平行合板であ
ることを特徴とする外壁構造。
3. The wooden veneer according to claim 1, wherein the wooden laminated material is a parallel plywood in which a plurality of laminated wooden plywoods are laminated and bonded so that fiber directions of the wooden plywood are parallel to each other. Among them, at least one is a parallel plywood in which the fiber direction of said wood veneer is orthogonal to another wood veneer layer.
【請求項4】 請求項2又は3に記載の外壁構造におい
て、 前記木質積層材の厚さが7〜30mmであることを特徴
とする外壁構造。
4. The outer wall structure according to claim 2, wherein the thickness of the wooden laminated material is 7 to 30 mm.
【請求項5】 請求項1ないし請求項4いずれか記載の
外壁構造において、 前記枠組壁に所定間隔を開けて設けられている縦枠のな
かの一部又は全部の縦枠が複数本並設して構成され、該
複数本並設して構成された各縦枠を跨ぐように前記通気
用受材が取り付けられ、前記外壁パネルはその接合部が
前記通気用受材の幅の範囲内に位置するように張り付け
られていることを特徴とする外壁構造。
5. The outer wall structure according to claim 1, wherein a plurality of part or all of the vertical frames provided at predetermined intervals on the frame wall are arranged side by side. The ventilation receiving material is attached so as to straddle each of the plurality of vertical frames that are arranged side by side, and the joint portion of the outer wall panel is within the width of the ventilation receiving material. An outer wall structure that is attached so as to be positioned.
JP2001172325A 2001-06-07 2001-06-07 Outer wall structure Pending JP2002364091A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001172325A JP2002364091A (en) 2001-06-07 2001-06-07 Outer wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001172325A JP2002364091A (en) 2001-06-07 2001-06-07 Outer wall structure

Publications (1)

Publication Number Publication Date
JP2002364091A true JP2002364091A (en) 2002-12-18

Family

ID=19013965

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001172325A Pending JP2002364091A (en) 2001-06-07 2001-06-07 Outer wall structure

Country Status (1)

Country Link
JP (1) JP2002364091A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7524555B2 (en) 1999-11-19 2009-04-28 James Hardie International Finance B.V. Pre-finished and durable building material
JP2010059776A (en) * 2008-08-05 2010-03-18 Misawa Homes Co Ltd Mounting structure of external facing material
US7713615B2 (en) 2001-04-03 2010-05-11 James Hardie International Finance B.V. Reinforced fiber cement article and methods of making and installing the same
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US8281535B2 (en) 2002-07-16 2012-10-09 James Hardie Technology Limited Packaging prefinished fiber cement articles
US8297018B2 (en) 2002-07-16 2012-10-30 James Hardie Technology Limited Packaging prefinished fiber cement products
JP2014118745A (en) * 2012-12-17 2014-06-30 Sanyo Homes Corp Substrate panel for outer wall and substrate panel set for outer wall
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7524555B2 (en) 1999-11-19 2009-04-28 James Hardie International Finance B.V. Pre-finished and durable building material
US7713615B2 (en) 2001-04-03 2010-05-11 James Hardie International Finance B.V. Reinforced fiber cement article and methods of making and installing the same
US8281535B2 (en) 2002-07-16 2012-10-09 James Hardie Technology Limited Packaging prefinished fiber cement articles
US8297018B2 (en) 2002-07-16 2012-10-30 James Hardie Technology Limited Packaging prefinished fiber cement products
US7993570B2 (en) 2002-10-07 2011-08-09 James Hardie Technology Limited Durable medium-density fibre cement composite
US7998571B2 (en) 2004-07-09 2011-08-16 James Hardie Technology Limited Composite cement article incorporating a powder coating and methods of making same
US8993462B2 (en) 2006-04-12 2015-03-31 James Hardie Technology Limited Surface sealed reinforced building element
JP2010059776A (en) * 2008-08-05 2010-03-18 Misawa Homes Co Ltd Mounting structure of external facing material
JP2014118745A (en) * 2012-12-17 2014-06-30 Sanyo Homes Corp Substrate panel for outer wall and substrate panel set for outer wall

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