JP2001132140A - Wall structure of wooden building - Google Patents

Wall structure of wooden building

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Publication number
JP2001132140A
JP2001132140A JP31291499A JP31291499A JP2001132140A JP 2001132140 A JP2001132140 A JP 2001132140A JP 31291499 A JP31291499 A JP 31291499A JP 31291499 A JP31291499 A JP 31291499A JP 2001132140 A JP2001132140 A JP 2001132140A
Authority
JP
Japan
Prior art keywords
air passage
wall
breath
air
wooden building
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
JP31291499A
Other languages
Japanese (ja)
Inventor
Shoji Ogura
祥司 小椋
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP31291499A priority Critical patent/JP2001132140A/en
Publication of JP2001132140A publication Critical patent/JP2001132140A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide the wall structure of a wooden building particularly usable for air conditioners that use a solar system or geothermal energy with excellent earthquake resistance and air permeability. SOLUTION: A plurality of bracing plates 5 are mounted in spaced apart relationship on the outdoor side of framework 1 having a foundation 4, columns 2 and beams 3, and a plurality of diagonal air passages 12 extending vertically diagonally and a plurality of vertical air passages 13 extending from the lower end to the upper end of the framework 1 and communicating with the diagonal air passages 12 are provided. The inner width of each vertical air passage 13 is greater than that of each diagonal air passage 12.

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】この発明は、主にソーラーシ
ステムや地熱を利用した冷・暖房装置の空気通路として
利用でき、また耐震性と通気性にきわめてもすぐれた木
造建物の壁構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall structure of a wooden building which can be mainly used as an air passage of a solar system or a cooling / heating device utilizing geothermal energy and which is extremely excellent in earthquake resistance and ventilation.

【0002】[0002]

【従来の技術】わが国の住宅は、高温多湿というわが国
特有の気候風土と木肌に対する根強い愛着を反映して、
依然として木材からなる土台、柱、はり等を主要構造材
として建設されるものが多い。
2. Description of the Related Art Houses in Japan reflect the unique climate of Japan, which is hot and humid, and a strong attachment to wooden skin.
Many are still constructed using timber bases, pillars, beams, etc. as main structural materials.

【0003】また、最近では阪神大震災を教訓に、特に
耐震性を重視したものや、石油ショック以来のエネルギ
ー危機に対処すべく、太陽熱を利用したソーラーシステ
ムを積極的に取り入れたものが多数建設され、さらに
は、一年を通して温度が一定の地熱を利用した冷・暖房
装置を備えたものも開発されつつある。
Recently, many have been constructed based on the lessons learned from the Great Hanshin Earthquake, with particular emphasis on seismic resistance, and with a solar system that utilizes solar heat to cope with the energy crisis since the oil shock. In addition, those equipped with a cooling / heating device using geothermal energy having a constant temperature throughout the year are being developed.

【0004】ところで、従来、木造建物の耐震補強は、
筋交いや火打ちばりを多用した上に、土台と柱との仕口
部(接合部)、柱とはりとの仕口部をそれぞれ専用の補
強金物で補強し、さらに軸組の室外側に下地材としてラ
ス下地板を水平に張り付けたり、あるいは構造用合板を
張り付けたりして仕口部だけでなく軸組全体の剛性を可
能な限り高めるものであった。
By the way, conventionally, the seismic reinforcement of a wooden building is as follows.
In addition to using a lot of bracing and bracing, the joint (joint) between the base and the pillar, and the joint between the pillar and the beam are reinforced with special reinforcing hardware, respectively. In such a case, a lath base plate is stuck horizontally or a structural plywood is stuck to increase the rigidity of not only the joint but also the entire frame as much as possible.

【0005】また、ソーラーシステムとしてその多く
は、太陽光の当たる窓部や壁部に熱容量の大きい蓄熱体
をおき、昼間に蓄熱体で蓄熱した熱を水や空気を熱媒体
にして夜間室内に放出するものでる。さらに、太陽熱の
代わりに地熱を利用するものは、床下の地中温度が常に
一定であることを利用し、この地熱を水や空気などの熱
媒体を介して室内に放出させるものである。
In many solar systems, a heat storage element having a large heat capacity is placed in a window or a wall to which sunlight is applied, and the heat stored in the heat storage element during the day is stored indoors at night using water or air as a heat medium. Release. Further, a device that uses geothermal heat instead of solar heat utilizes the fact that the underground temperature under the floor is always constant, and releases this geothermal heat to a room through a heat medium such as water or air.

【0006】[0006]

【発明が解決しようとする課題】しかし、ラス下地板に
よる耐震補強は、施工に手間がかかる割りには、いわゆ
る壁倍率の評価が小さく、高い剛性が余り期待できない
等の課題があった。
However, the seismic retrofitting with a lath base plate has a problem that the evaluation of the so-called wall magnification is small and high rigidity cannot be expected much, although the construction is troublesome.

【0007】一方、構造用合板による耐震補強は、軸組
の全面に構造用合板を張り付けてしまうので、軸組の剛
性は大幅に高められるものの、壁の通気が完全に遮断さ
れてしまうため、壁内に結露が発生したり、あるいは壁
内が蒸れて下地材、ひいては柱やはり等の構造材までも
腐食させてしまう等の課題があり、特に断熱材が充填さ
れた上にモルタル仕上げがなされていたりすると、壁内
の空気層が著しく狭くなり、しかも通気性が著しく低下
してしまうため、短期間のうちに内部が腐食する傾向に
あった。
On the other hand, in the case of seismic reinforcement using structural plywood, structural plywood is attached to the entire surface of the frame, so that the rigidity of the frame is greatly increased, but the ventilation of the wall is completely shut off. There are problems such as dew condensation inside the wall, or the inside of the wall is stuffy and the base material, and eventually the pillars and other structural materials are also corroded.In particular, the mortar finish is performed after the insulation material is filled. If it is, the air layer in the wall becomes extremely narrow and the air permeability is significantly reduced, so that the inside tends to corrode within a short period of time.

【0008】また、構造用合板は、木造建物の耐震補強
にはきわめて有効であるが、単に構造用合板を張り付け
ただけでは、外壁の剛性が大きくなりすぎる傾向にあ
り、このため、窓や出入り口などの開口部を有すること
により比較的剛性の小さい部分が、地震などで破損した
場合に、壁全体が脆性破壊をきたすおそれがあった。
[0008] Structural plywood is very effective for seismic reinforcement of wooden buildings. However, simply attaching structural plywood tends to increase the rigidity of the outer wall too much. In the case where a portion having relatively small rigidity is broken due to an earthquake or the like due to the presence of such an opening, the entire wall may be brittlely broken.

【0009】また、ラス下地板、構造用合板による何れ
の耐震補強も、仕上げがモルタル等の塗り壁の場合、地
震時などで軸組が変形すると、窓回り等にきれつ(クラ
ック)が入りやすく、特にラス下地の場合、軸組の剛性
が小さいために簡単にきれつが入り易い傾向にあり、こ
のためラス下地の場合には、これに備えて窓回り等の開
口部の周囲にラスを重ね張りする等して入念に補強する
必要があった。
[0009] In any case of seismic reinforcement using a lath base plate or a structural plywood, when the finish is a painted wall such as mortar, if the frame is deformed due to an earthquake or the like, cracks are formed around the windows. In the case of a lath substrate, cracks tend to be easily formed due to the low rigidity of the frame. Therefore, in the case of a lath substrate, a lath is provided around an opening such as around a window in preparation for this. It was necessary to reinforce it carefully, such as by layering.

【0010】また、土台と柱との仕口部、柱とはりとの
仕口部がそれぞれ専用の補強金物で補強されていても、
地震時などに激しく突き上げられて、柱やはりが浮き上
がるおそれがあり、特にラス下地の場合にそのおそれが
あった。
Further, even if the connection between the base and the column and the connection between the column and the beam are reinforced with dedicated reinforcing hardware,
There is a possibility that the pillars may be lifted up by being violently pushed up during an earthquake or the like, especially in the case of a lath ground.

【0011】さらにこれまで、住宅に広く採用されてい
るソーラーシステムや地熱を利用する冷・暖房装置は、
そのほとんどが水を熱媒体にしているため水漏れ等に注
意する必要があって装置が複雑なりやすい等の課題があ
った。また、熱媒体としての水を循環させるための配管
を別個に設置する必要があるためコストが嵩む等の課題
もあった。
Further, solar systems and geothermal cooling / heating devices that have been widely adopted in houses so far are:
Since most of them use water as a heat medium, it is necessary to pay attention to water leakage and the like, and there is a problem that the apparatus is likely to be complicated. In addition, there is another problem in that a separate pipe for circulating water as a heat medium needs to be installed, which increases the cost.

【0012】この発明は、以上の課題を解決するために
なされたもので、特にソーラーシステムや地熱を利用し
た冷・暖房装置の空気通路として利用でき、しかも耐震
性と通気性にきわめてもすぐれた木造建物の壁構造を提
供することを課題とする。
The present invention has been made to solve the above problems, and can be used particularly as an air passage for a solar system or a cooling / heating device utilizing geothermal heat, and is also extremely excellent in earthquake resistance and air permeability. It is an object to provide a wall structure of a wooden building.

【0013】[0013]

【課題を解決するための手段】以上の課題を解決するた
めの手段として、この発明に係る木造建物の壁構造は、
請求項1として、土台、柱およびはりを有する軸組の室
外側、室内側、または室外側および室内側の両側に帯状
板を複数、所定間隔おきに取り付けて上下斜め方向に連
続する斜め空気通路と前記軸組の下端部から上端部まで
連続し、かつ前記斜め空気通路と連続する縦空気通路
を、それぞれ複数設ける。
As means for solving the above problems, a wall structure of a wooden building according to the present invention comprises:
As claimed in claim 1, a plurality of strips are attached at predetermined intervals on the outdoor side, the indoor side, or on both sides of the outdoor side and the indoor side of the frame having a base, a column, and a beam, and an oblique air passage that is continuous in the vertical direction. And a plurality of vertical air passages continuous from the lower end to the upper end of the shaft assembly and continuous with the oblique air passage.

【0014】また、請求項1の木造建物の壁構造におい
て、縦空気通路の内法幅を斜め空気通路のそれより広く
形成し、さらに、帯状板としてラス下地板を取り付け
る。
Further, in the wall structure of the wooden building according to the first aspect, the inside width of the vertical air passage is formed wider than that of the oblique air passage, and a lath base plate is attached as a band-like plate.

【0015】[0015]

【発明の実施の形態】図1〜図7は、この発明の実施の
一形態を示し、図において、符号1は柱2とはり3と土
台4などから構築された木造建物の軸組、5と6はこの
軸組1の室外側に取り付けられ、軸組1と一体となって
剛壁(以下、「ブレスウォール7」という)を構成する
とともに、軸組1の室外側に仕上げとして塗着されるモ
ルタルの下地材になるブレス板とガッセト板、8と9は
ブレスウォール7の上に順に貼りつけられ、ブレス板5
およびガッセト板6とともにモルタル外壁仕上げの下地
材となる防水紙とラス金網、10はこの防水紙8およびラ
ス金網9の上に仕上げ材として塗着されたモルタル、そ
して、符号11はブレス板5およびガッセト板6の内側
に充填されたグラスウール等の断熱材である。
1 to 7 show an embodiment of the present invention. In the drawings, reference numeral 1 denotes a frame of a wooden building constructed from a column 2, a beam 3, a base 4, and the like. And 6 are attached to the outdoor side of the frame 1 to form a rigid wall (hereinafter, referred to as a “breath wall 7”) integrally with the frame 1, and are applied as a finish to the outdoor side of the frame 1. A breath plate and a gusset plate serving as a base material of the mortar to be formed, 8 and 9 are pasted on a breath wall 7 in order, and a breath plate 5
Waterproof paper and lath wire mesh as a base material for mortar outer wall finishing together with the gusset plate 6, mortar 10 is coated as a finishing material on the waterproof paper 8 and lath wire mesh 9, and reference numeral 11 is the breath plate 5 and It is a heat insulating material such as glass wool filled inside the gusset plate 6.

【0016】ブレス板5は細長い帯板状に形成され、か
つ軸組1の室外側に両端を柱2、または柱2と土台4、
あるいは柱2とはり3にそれぞれくぎ止めすることによ
り、柱1の材軸に対し所定の角度に傾斜(45°程度)
させて斜めに取り付けられている。
The breath plate 5 is formed in an elongated strip shape, and has both ends on the outside of the frame 1 on the columns 2 or the columns 2 and the base 4.
Alternatively, by nailing to the pillar 2 and the beam 3, respectively, it is inclined at a predetermined angle with respect to the material axis of the pillar 1 (about 45 °).
It is installed diagonally.

【0017】ガセット板6は三角形の板状に形成され、
その2辺を柱2と土台4、または柱2とはり3、そして
筋違い14室外側にそれぞれくぎ止めして取り付けられ
ている。
The gusset plate 6 is formed in a triangular plate shape.
The two sides are attached to the pillar 2 and the base 4 or the pillar 2 and the beam 3 and the struts 14 to the outside of the room.

【0018】さらに、ブレス板5は所定間隔に取り付け
られ、隣接するブレス板5,5間および隣接するブレス
板5とガセット板6間にその材軸方向に連続する斜め空
気通路12が形成されている。
Further, the breath plates 5 are attached at predetermined intervals, and oblique air passages 12 are formed between the adjacent breath plates 5 and 5 and between the adjacent breath plates 5 and the gusset plate 6 so as to be continuous in the material axis direction. I have.

【0019】また、ブレス板5の端部は斜めに形成さ
れ、かつ柱2、はり3および土台4の室外側に揃えてく
ぎ止めして固定されていることにより、柱2、はり3お
よび土台4の室外側にこれらの材軸方向にそれぞれ連続
し、かつ斜め空気通路12と連続する縦空気通路13が
それぞれ形成されている。その際、縦空気通路13の内
法幅は斜め空気通路12のそれより広く形成されてい
る。
The ends of the breath plate 5 are formed obliquely and are fixed to the outside of the columns 2, beams 3 and the base 4 by being nailed, so that the columns 2, beams 3 and the base are fixed. A vertical air passage 13 which is continuous with the axial direction of these members and which is continuous with the oblique air passage 12 is formed on the outside of the room 4. In this case, the inner width of the vertical air passage 13 is formed wider than that of the oblique air passage 12.

【0020】また特に、外壁の端部においては、例えば
図1,3,4に図示するように柱2の側部に桟部材16
が柱2の軸方向に連続して取り付けられている。こうす
ることで、外壁の端部にも縦空気通路13を確実に形成
することができるとともに、桟材16を介して外壁仕上
げ材の端部を柱2に確実に固定することができる。
In particular, at the end of the outer wall, for example, as shown in FIGS.
Are continuously attached in the axial direction of the column 2. By doing so, the vertical air passage 13 can be reliably formed at the end of the outer wall, and the end of the outer wall finishing material can be reliably fixed to the column 2 via the crosspiece 16.

【0021】なお、上下階の柱2とはり3とが十字形に
接合される仕口部には、菱形状に形成されたガセット板
6を取り付け(図3参照)、また柱2とはり3または柱
2と土台4とがT字形に接合される仕口部には、二等辺
三角形の板状をなすガセット板6を取り付けて仕口部を
剛接合状態に補強すれば、複数の構造部材どうしの仕口
部を一枚のガセット板6で一度に補強できるので、ガセ
ット板6の部品数を減らすことができ、また施工の省力
化が図れる。
A gusset plate 6 formed in a rhombus shape is attached to a connection portion where the pillars 2 and the beams 3 on the upper and lower floors are joined in a cross shape (see FIG. 3). Alternatively, a gusset plate 6 having an isosceles triangular plate shape is attached to a joint where the column 2 and the base 4 are joined in a T-shape, and the joint is reinforced in a rigidly joined state. Since the joint portions can be reinforced with one gusset plate 6 at a time, the number of parts of the gusset plate 6 can be reduced, and labor for construction can be saved.

【0022】また、原則として軸組1は、複数の筋違い
14で補強されている。その際、筋違い14は両方向の
水平外力に抵抗できるようにブレス板5と直交して取り
付けられている。
In principle, the shaft 1 is reinforced by a plurality of braces 14. At this time, the streak 14 is mounted orthogonal to the breath plate 5 so as to resist horizontal external force in both directions.

【0023】また、筋違い14は柱2と土台4やはり
(桁)3に釘止めしたり、筋違いプレートのような金物
で固定したり、合板ガセットプレートに釘止めしたり、
あるいはこれらを併用して固定されている。
The bracing 14 can be nailed to the pillar 2 and the base 4 and also to the (girder) 3, fixed with hardware such as a bracing plate, nailed to a plywood gusset plate,
Alternatively, they are fixed together.

【0024】このような構成において、軸組1とモルタ
ル10との間に、外壁の下端部から上端部に通じる斜め
空気通路12と縦空気通路13が連続して形成され、し
かも斜め空気通路12は柱1の材軸に対し所定の角度
(45°程度)に傾斜して斜めに形成されているので、
例えば外壁または軒裏、あるいは屋根の棟部に斜め空気
通路12および縦空気通路13と連通する換気口を設置
すれば、外壁内には外壁の下端部から上端部へ温度差お
よび湿度差による空気の流れが生じるため、外壁内は常
に自然換気がなされ、このため外壁内に多量の湿気を含
んだ空気が止まることなく、換気口から速やかに外に排
出されて外壁内の結露などを未然に防止できる。
In such a configuration, an oblique air passage 12 and a vertical air passage 13 extending from the lower end to the upper end of the outer wall are formed continuously between the shaft assembly 1 and the mortar 10. Is formed obliquely at a predetermined angle (about 45 °) with respect to the material axis of the column 1,
For example, if a ventilation opening communicating with the oblique air passage 12 and the vertical air passage 13 is installed in the outer wall, the back of the eaves, or the ridge of the roof, the air in the outer wall is caused by the temperature difference and the humidity difference from the lower end to the upper end of the outer wall. Due to the flow of air, the inside of the outer wall is always naturally ventilated, so that the air containing a large amount of moisture does not stop inside the outer wall and is quickly discharged out of the ventilation hole to prevent condensation inside the outer wall. Can be prevented.

【0025】特に、縦空気通路13の内法幅が斜め空気
通路12のそれより広く形成されていることから、縦空
気通路13内を流れる空気には斜め空気通路12内を流
れる空気より大きな上昇力が生じるため壁内の湿った空
気はより速やかに排出される。
In particular, since the inside width of the vertical air passage 13 is formed wider than that of the oblique air passage 12, the air flowing through the vertical air passage 13 has a larger rise than the air flowing through the oblique air passage 12. Due to the force generated, the moist air in the wall is expelled more quickly.

【0026】またその際、防水紙8として、透湿性の高
い防水紙(例えば、「不織布」)を使用すれば、外壁そ
のものも通気性を有することにより外壁内の結露などを
より確実に防止できる。
In this case, if waterproof paper 8 (eg, nonwoven fabric) having high moisture permeability is used as the waterproof paper 8, the outer wall itself has air permeability, so that dew condensation or the like in the outer wall can be more reliably prevented. .

【0027】また、例えば屋根などに太陽熱を集める集
熱器を、床下に集熱器で集めた太陽熱を蓄熱するための
蓄熱槽をそれぞれ設け、この集熱器と蓄熱浴槽とを前記
壁構造の斜め空気通路12と縦空気通路13で連絡し、
かつ壁の室内側に斜め空気通路12および縦空気通路1
3と連通し、室内に開口する空気放出ダンパーを設置す
ることによりソーラーシステムとして利用できる。
Further, for example, a heat collector for collecting solar heat on a roof or the like, and a heat storage tank for storing the solar heat collected by the heat collector under the floor are provided, respectively. The oblique air passage 12 and the vertical air passage 13 communicate with each other,
And the oblique air passage 12 and the vertical air passage 1
It can be used as a solar system by installing an air discharge damper which communicates with 3 and opens in the room.

【0028】さらに、床下の地中を通した空気を斜め空
気通路12と縦空気通路13を介して室内に放出すれ
ば、夏期には冷房用の空気通路として、冬季には暖房用
の空気通路としてそれぞれ利用することができる。
Further, if the air passing underground under the floor is discharged into the room through the oblique air passage 12 and the vertical air passage 13, the air passage for cooling in summer and the air passage for heating in winter can be obtained. Can be used as each.

【0029】このように、斜め空気通路12と縦空気通
路13を熱媒体としての空気を通す空気通路として利用
すれば、あえて空気を通す配管を省略することができ、
大幅なコストダウンが図れる。
As described above, if the oblique air passage 12 and the vertical air passage 13 are used as air passages through which air serving as a heat medium passes, it is possible to omit a pipe through which air is daringly provided.
Significant cost reduction can be achieved.

【0030】また、いずれの場合においても、熱媒体と
しての空気を供給するためのファンを設置することによ
りアクティブなソーラーシテム、アクティブな冷・暖房
装置とすることができる。
In any case, an active solar system and an active cooling / heating device can be provided by installing a fan for supplying air as a heat medium.

【0031】また、軸組1の仕口部にガセット板6がそ
れぞれ取り付けられ、仕口部以外の部分に複数のブレス
板5が取り付けられていることにより、ブレス板5とガ
セット板6が軸組1と一体をなしてブレスウォール7を
構成しているので、耐震性が著しく高められる。
The gusset plate 6 is attached to the joint of the shaft assembly 1 and the plurality of breath plates 5 are attached to portions other than the joint, so that the breath plate 5 and the gusset plate 6 are connected to each other. Since the breath wall 7 is formed integrally with the set 1, the earthquake resistance is significantly improved.

【0032】しかも、ブレス板5は軸組1の側面部に所
定間隔に取り付けられているので、ブレスウォール7は
完全な剛体をなしているわけではなく、一定の柔軟性を
有しているので、高い柔軟性、靱性、復元性をも保有
し、このため地震時の脆性破壊を未然に防止できる効果
がある。
In addition, since the breath plate 5 is attached to the side surface of the shaft assembly 1 at a predetermined interval, the breath wall 7 does not necessarily have a completely rigid body but has a certain flexibility. It also has high flexibility, toughness, and resilience, and thus has the effect of preventing brittle fracture during an earthquake.

【0033】その際、ガセット板6の大きさ(寸法)、
厚みを適当に変え、かつブレス板5の幅、厚み、本数お
よび取付間隔を適当に変更することにより、ブレスウォ
ール7の剛性、柔軟性、靱性、復元性をを自由に調整す
ることができる。すなわち、例えばガセット板6を大型
化するとともに、ブレス板5の本数を多くし、かつ取付
間隔を小さくすれば、ブレスウォール7の剛性は大きく
なり、一方ガセット板6を小型化するとともに、ブレス
板5の本数を少なく、かつ取付間隔を大きくすれば、ブ
レスウォール7の剛性は小さくなる。
At this time, the size (dimensions) of the gusset plate 6
The rigidity, flexibility, toughness, and resilience of the breath wall 7 can be freely adjusted by appropriately changing the thickness and appropriately changing the width, the thickness, the number of the breath plates 5, and the mounting interval. That is, for example, if the gusset plate 6 is increased in size, the number of the breath plates 5 is increased, and the mounting interval is reduced, the rigidity of the breath wall 7 is increased. If the number of wires 5 is reduced and the mounting interval is increased, the rigidity of the breath wall 7 decreases.

【0034】図7(a),(b)は、複数本のブレス板
5と複数枚のガセット板6とを一度にセットできるよう
にパネル化したもので、ブレス板5とガセット板6は筋
違い14と基本的に直交する方向に取り付けられ、かつ
筋違い14と間柱15にくぎ止めする等して仮固定さ
れ、さらに必要に応じてブレス板5の両端がブラブラし
ないように周囲に桟木(図省略)がくぎ打ちされてい
る。このパネル化されたブレスウォールパネルを使用す
れば、複数のブレス板5とガセット6を一度に取り付け
ることができて、現場施工の大幅な省力化が図れる。
FIGS. 7 (a) and 7 (b) show panels in which a plurality of breath plates 5 and a plurality of gusset plates 6 can be set at one time. 14 and is temporarily fixed to the struts 14 and the studs 15 by nailing or the like. Further, if necessary, the both ends of the breath plate 5 are pierced around so that the ends thereof are not shaken (not shown). ) Is nailed. If this breath wall panel is used, a plurality of breath plates 5 and gussets 6 can be attached at one time, and the labor on site work can be greatly reduced.

【0035】なお、前記においては、ブレス板5とガセ
ット6を軸組1の室外側に取り付けて軸組1の室外側に
ブレスウォール7を構成しているが、軸組1の室内側に
取り付けて室内側に構成してもよく、さらには軸組1の
室内側と室外側の両側に取り付けて軸組1の両側に二重
にブレスウォール7を構成してもよい。
In the above description, the breath plate 5 and the gusset 6 are mounted on the outdoor side of the shaft set 1 to form the breath wall 7 on the outdoor side of the shaft set 1. Alternatively, it may be attached to both the indoor side and the outdoor side of the shaft assembly 1 to form a double breath wall 7 on both sides of the shaft assembly 1.

【0036】[0036]

【発明の効果】この発明は以上説明した構成からなり、
土台、柱およびはりを有する軸組の室外側または室内
側、あるいはその両側に帯状板を複数所定間隔に取り付
けて上下斜め方向に連続する斜め空気通路と前記軸組の
下端部から上端部まで連続し、かつ前記斜め空気通路と
連続する縦空気通路が、それぞれ複数設けてあるので、
この斜め空気通路と縦空気通路を換気用通路、ソーラー
システムや地熱を利用した冷・暖房装置の空気通路など
として利用できる効果がある。
The present invention has the above-described structure,
A plurality of band-shaped plates are attached at predetermined intervals on the outside or inside of the frame having a base, a pillar and a beam, or on both sides thereof, and a diagonal air passage that is continuous in the vertical direction and is continuous from the lower end to the upper end of the frame. And, since a plurality of vertical air passages continuous with the oblique air passage are provided, respectively,
There is an effect that the oblique air passage and the vertical air passage can be used as a ventilation passage, an air passage of a solar system or a cooling / heating device using geothermal heat, and the like.

【0037】その際特に、壁体内に下端部から上端部
に、温度差および湿度差による空気の流れが生じ、この
ため壁体内は、常に自然換気がなされているので、壁体
内部の結露などを未然に防止でき、特に壁体内に断熱材
が充填されて壁体内部の空気層が著しく狭くなっている
ような場合に適している。また、壁体内の換気は温度
差、湿度差による自然換気によってなされるので、換気
のための機械設備を特に必要とせず、きわめて経済的で
ある。
In this case, in particular, an air flow is generated from the lower end to the upper end in the wall due to a temperature difference and a humidity difference. Therefore, the inside of the wall is always naturally ventilated, and the inside of the wall is condensed. This is particularly suitable when the wall is filled with a heat insulating material and the air layer inside the wall is extremely narrow. In addition, since ventilation in the wall is performed by natural ventilation based on a temperature difference and a humidity difference, mechanical equipment for ventilation is not particularly required, and it is very economical.

【0038】また、縦空気通路の内法幅が斜め空気通路
のそれより広く形成されているので、縦空気通路内を流
れる空気に大きな上昇力が生じ、このため空気通路内を
空気が速やかに流れる。
Further, since the inside width of the vertical air passage is formed wider than that of the oblique air passage, a large ascending force is generated in the air flowing through the vertical air passage, so that the air quickly flows through the air passage. Flows.

【0039】また、軸組の土台と柱などの主要構造材ど
うしの仕口部(接合部)の側面部と仕口部以外の側面部
に、軸組と一体をなして剛壁(ブレスウォール)を構成
し、かつ前記軸組の側面に施工される壁の下地となるガ
セット板とブレス板をそれぞれ複数くぎ止めして取り付
けることにより構成されているので、耐震性がきわめて
高く、特に地震時にける仕口部の引き抜き、回転などを
確実に防止できる。
Further, a rigid wall (a breath wall) integrally formed with the frame is provided on the side surface of the joint (joining portion) between the main structural members such as the base and the pillar of the frame and the side surface other than the port. ), And a plurality of gusset plates and breath plates, which are the bases of the walls constructed on the side surfaces of the frame, are respectively nailed and attached, so that the earthquake resistance is extremely high. Pulling out, rotation, etc. of the connecting portion can be reliably prevented.

【0040】また、ブレス板は軸組の側面部に所定間隔
に取り付けられているので、ブレスウォールは完全な剛
体をなしているわけではなく、高い柔軟性、靱性、復元
性をも保有しているため、地震時の脆性破壊を未然に防
止できる効果もある。
Further, since the breath plate is attached to the side surface of the frame at a predetermined interval, the breath wall does not necessarily form a completely rigid body, but has high flexibility, toughness, and resilience. Therefore, there is an effect that brittle fracture during an earthquake can be prevented.

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

【図1】木造軸組の一部側面図である。FIG. 1 is a partial side view of a wooden frame.

【図2】外壁部の構造を示す一部縦断面図である。FIG. 2 is a partial longitudinal sectional view showing a structure of an outer wall portion.

【図3】木造軸組の一部拡大側面図である。FIG. 3 is a partially enlarged side view of a wooden frame.

【図4】空気の流れを示す木造軸組の一部側面図であ
る。
FIG. 4 is a partial side view of the wooden frame showing the flow of air.

【図5】空気の流れを示す木造軸組の一部側面図であ
る。
FIG. 5 is a partial side view of the wooden frame showing the flow of air.

【図6】空気の流れを示す木造軸組の一部側面図であ
る。
FIG. 6 is a partial side view of the wooden frame showing the flow of air.

【図7】(a),(b)はブレスウォールパネルの正面
図である。
FIGS. 7A and 7B are front views of a breath wall panel.

【符号の説明】[Explanation of symbols]

1 軸組 2 柱 3 はり 4 土台 5 ブレス板 6 ガセット板 7 ブレスウォール 8 防水紙 9 ラス金網 10 モルタル 11 断熱材 12 斜め空気通路 13 縦空気通路 14 筋違い 15 間柱 16 桟部材 REFERENCE SIGNS LIST 1 frame set 2 column 3 beam 4 base 5 breath plate 6 gusset plate 7 breath wall 8 waterproof paper 9 lath wire mesh 10 mortar 11 heat insulating material 12 oblique air passage 13 vertical air passage 14 streak 15 stud 16 beam member

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 1/70 E04B 1/70 D Fターム(参考) 2E001 DB02 EA09 FA04 GA12 GA42 GA44 GA51 GA74 HC01 KA05 LA12 NA07 ND12 2E002 EA08 EB12 FA03 FB01 FB02 FB07 FB11 FB12 FB15 HA03 HB01 JC02 JC03 JD01 LA00 LA02 LA03 MA11 MA12 MA21 MA27 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 1/70 E04B 1/70 DF Term (Reference) 2E001 DB02 EA09 FA04 GA12 GA42 GA44 GA51 GA74 HC01 KA05 LA12 NA07 ND12 2E002 EA08 EB12 FA03 FB01 FB02 FB07 FB11 FB12 FB15 HA03 HB01 JC02 JC03 JD01 LA00 LA02 LA03 MA11 MA12 MA21 MA27

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 土台、柱およびはりを有する軸組の室外
側、室内側、または室外側および室内側の両側に帯状板
を複数、所定間隔おきに取り付けて上下斜め方向に連続
する斜め空気通路と前記軸組の下端部から上端部まで連
続し、かつ前記斜め空気通路と連続する縦空気通路を、
それぞれ複数設けてなることを特徴とする木造建物の壁
構造。
1. An oblique air passage which is attached to a plurality of strips at predetermined intervals on the outdoor side, the indoor side, or on both sides of the outdoor side and the indoor side of a frame having a base, a column, and a beam, and is continuous in a vertical diagonal direction. And a vertical air passage continuing from the lower end to the upper end of the shaft assembly and continuing with the oblique air passage,
A wall structure of a wooden building, characterized by being provided with a plurality of each.
【請求項2】 縦空気通路の内法幅を斜め空気通路のそ
れより広く形成してあることを特徴とする請求項1記載
の木造建物の壁構造。
2. The wall structure of a wooden building according to claim 1, wherein the inner width of the vertical air passage is wider than that of the oblique air passage.
【請求項3】 帯状板としてラス下地板を取り付けてあ
ることを特徴とする請求項1または2記載の木造建物の
壁構造。
3. The wall structure of a wooden building according to claim 1, wherein a lath base plate is attached as the band-shaped plate.
JP31291499A 1999-11-02 1999-11-02 Wall structure of wooden building Pending JP2001132140A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31291499A JP2001132140A (en) 1999-11-02 1999-11-02 Wall structure of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31291499A JP2001132140A (en) 1999-11-02 1999-11-02 Wall structure of wooden building

Publications (1)

Publication Number Publication Date
JP2001132140A true JP2001132140A (en) 2001-05-15

Family

ID=18034993

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31291499A Pending JP2001132140A (en) 1999-11-02 1999-11-02 Wall structure of wooden building

Country Status (1)

Country Link
JP (1) JP2001132140A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009263958A (en) * 2008-04-24 2009-11-12 Achilles Corp Outside heat insulating panel with ventilation groove

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009263958A (en) * 2008-04-24 2009-11-12 Achilles Corp Outside heat insulating panel with ventilation groove

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