JPH0988208A - Wooden building and its construction method - Google Patents

Wooden building and its construction method

Info

Publication number
JPH0988208A
JPH0988208A JP7247664A JP24766495A JPH0988208A JP H0988208 A JPH0988208 A JP H0988208A JP 7247664 A JP7247664 A JP 7247664A JP 24766495 A JP24766495 A JP 24766495A JP H0988208 A JPH0988208 A JP H0988208A
Authority
JP
Japan
Prior art keywords
wall
wood
fixed
wooden building
vertical
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
JP7247664A
Other languages
Japanese (ja)
Inventor
Yoshikatsu Matsumoto
義勝 松本
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.)
Koshii and Co Ltd
Original Assignee
Koshii and 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 Koshii and Co Ltd filed Critical Koshii and Co Ltd
Priority to JP7247664A priority Critical patent/JPH0988208A/en
Publication of JPH0988208A publication Critical patent/JPH0988208A/en
Pending legal-status Critical Current

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  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Door And Window Frames Mounted To Openings (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent a large change in the height size of an external wall, etc., resulting from the shrinkage of each wood while constituting the external wall or the external wall and an internal wall by piling up wood extended in the horizontal direction. SOLUTION: Wood 18 elongating in the horizontal direction is piled up to constitute an external wall 12, etc., while a plurality of vertical members 24 in the vertical direction are placed along at least one surface of the external wall 12, etc., and each wood 18 is fixed onto these vertical members 24 and the vertical displacement of these wood 18 is restricted. It is preferable that wood 18 is heaped up and a roof is arranged on the wood 18 and the vertical members 24 and each wood 18 are fixed after the roof and the external wall, etc., are left to stand for a specified period under the state.

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、略水平方向に延び
る木材を多段に積み上げることにより外壁が構成される
木造建築物及びその建築工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wooden building in which an outer wall is constructed by stacking timbers extending in a substantially horizontal direction in multiple stages, and a construction method thereof.

【0002】[0002]

【従来の技術】近年、建築物においても「自然」と「人
間らしさ」とが見直され、例えば校倉建築のように、水
平方向に延びる木材を順次積み上げることにより外壁が
構成される木造建築物が、一般の家としても提供される
に至っている。
2. Description of the Related Art In recent years, "naturalness" and "humanity" have been revisited in buildings as well. For example, there is a wooden building whose outer wall is constructed by sequentially stacking horizontally extending timbers, such as school building construction. , Has been provided as a general house.

【0003】[0003]

【発明が解決しようとする課題】一般に、木材は、その
縦方向(繊維方向)の伸縮量に比べて横方向の伸縮量が
著しく大きい。従って、このような木材を上下に延びる
柱として用いるのではなく、上記のように略水平な状態
で積み上げて壁体を構成する場合には、自重や乾燥に起
因して各木材が経年変化的に上下方向に収縮することに
より、全体として壁体の高さ(すなわち床面から天井ま
での高さ)が大幅に減ってしまう不都合がある。さら
に、上記壁体に窓や扉を取付けるための開口部を設けた
場合には、この開口部の形状が変化して窓や扉の開閉が
不能になったり、窓枠等が破損するおそれがある。
Generally, the amount of expansion and contraction in the lateral direction of wood is significantly larger than the amount of expansion and contraction in the longitudinal direction (fiber direction). Therefore, instead of using such timbers as vertically extending pillars, if the timbers are stacked in a substantially horizontal state as described above to form a wall body, each timber may change over time due to its own weight or drying. By vertically contracting, the height of the wall body (that is, the height from the floor surface to the ceiling) is significantly reduced as a whole. Furthermore, when the wall is provided with an opening for attaching a window or a door, the shape of the opening may be changed to make it impossible to open or close the window or the door, or the window frame or the like may be damaged. is there.

【0004】また、このような木造建築物を家屋として
使用する場合には、防災等の関係から壁体表面に耐火材
を配したり、見映えを良くするために外壁コーナー部を
カバーで覆ったりすることが好ましいが、これらの耐火
材やカバー等を直接上記木材に固定すると、上記壁体高
さの経年変化によって耐火材やカバー等に無理な力が加
わり、最悪の場合には破損に至るおそれがある。
When such a wooden building is used as a house, a fireproof material is placed on the surface of the wall for the purpose of disaster prevention and the outer wall corners are covered with a cover to improve the appearance. However, if these refractory materials, covers, etc. are directly fixed to the above-mentioned timber, an unreasonable force will be applied to the refractory materials, covers, etc. due to the aging of the wall height, and in the worst case, it will be damaged. There is a risk.

【0005】[0005]

【課題を解決するための手段】上記課題を解決するため
の手段として、本発明は、略水平方向に延びる木材を多
段に積み上げることにより外壁が構成された木造建築物
において、上記外壁の少なくとも一方の側面に上下に延
びる複数本の縦材を沿わせ、この縦材に上記外壁を構成
する各木材を固定したものである。
As a means for solving the above-mentioned problems, the present invention provides a wooden building in which an outer wall is formed by stacking timbers extending in a substantially horizontal direction in multiple stages, and at least one of the outer walls. A plurality of vertical members extending vertically are provided along the side surface of the above, and the wood constituting the outer wall is fixed to the vertical members.

【0006】この構成によれば、各木材は上下方向の縦
材に固定されていて同方向に変位することが規制されて
いるので、乾燥等に起因して各木材が上下方向に収縮し
ても外壁全体の高さ寸法はほとんど変化しない。
According to this construction, since each wood is fixed to the vertical member in the vertical direction and is restricted from being displaced in the same direction, each wood shrinks in the vertical direction due to drying or the like. However, the height of the entire outer wall does not change.

【0007】従って、上記外壁の少なくとも一方の面に
耐火材を取付けても、外壁の高さ寸法の変化に起因して
耐火材に無理な力が加わることが防がれる。
Therefore, even if the refractory material is attached to at least one surface of the outer wall, it is possible to prevent an unreasonable force from being applied to the refractory material due to the change in height of the outer wall.

【0008】特に、上記縦材の表面に耐火材を固定して
この耐火材と木材との間に隙間を確保した場合には、こ
の耐火材を木材に直接固定する場合よりもさらに顕著に
耐火材の応力発生を抑えることができる。また、この耐
火材で縦材を覆う(すなわち耐火材を化粧板として利用
する)ことにより、良好な外観を確保できる。さらに、
耐火材と木材との間に設けられた隙間によって通気、通
水性を高めたり、この隙間を利用して容易に電気配線や
配管等を行ったりできる利点も得られる。
In particular, when a refractory material is fixed on the surface of the vertical member to secure a gap between the refractory material and the wood, the fire resistance is more remarkable than when the refractory material is directly fixed to the wood. It is possible to suppress the stress generation of the material. Also, by covering the vertical member with this refractory material (that is, using the refractory material as a decorative plate), a good appearance can be secured. further,
The gaps provided between the refractory material and the wood have the advantages that ventilation and water permeability can be enhanced, and that the gaps can be used to easily perform electrical wiring, piping, and the like.

【0009】また、少なくとも外壁コーナー部近傍の縦
材を上記外壁の外側面に固定するとともに、この縦材に
上記コーナー部を覆うカバーを固定すれば、木材の収縮
に起因してカバーに無理な力が作用することも防止でき
る。
Further, if at least the vertical member near the outer wall corner is fixed to the outer surface of the outer wall and the cover covering the corner is fixed to the vertical member, the cover is unreasonable due to the shrinkage of the wood. It is possible to prevent the force from acting.

【0010】また、上記外壁に開口部を設ける場合に
は、この開口部の周縁にこの周縁に沿って延びる枠材を
配し、この枠材に上記外壁を構成する木材を固定するこ
とにより、木材の収縮にかかわらず開口部の形状を略一
定に保持できる。特に、上記外壁に窓用開口部を設ける
とともに、この窓用開口部の周縁に配した枠材に窓枠を
固定すれば、木材の収縮に起因する窓枠の破損を防止で
きる。
Further, when the opening is provided in the outer wall, a frame member extending along the periphery is arranged at the periphery of the opening, and the wood constituting the outer wall is fixed to the frame member. The shape of the opening can be kept substantially constant regardless of the shrinkage of the wood. In particular, when the window opening is provided in the outer wall and the window frame is fixed to the frame member arranged around the window opening, the window frame can be prevented from being damaged due to the contraction of the wood.

【0011】また、上記と同様に、略水平方向に延びる
木材を多段に積み上げることにより内壁を構成するとと
もに、この内壁の少なくとも一方の側面に上下に延びる
複数本の縦材を沿わせ、この縦材に上記内壁を構成する
各木材を固定した場合には、この内壁の高さ寸法の変化
も十分に抑制できる。
Further, similarly to the above, the inner wall is constructed by stacking woods extending in a substantially horizontal direction in multiple stages, and a plurality of vertically extending vertical members are provided along at least one side surface of the inner wall. When each wood constituting the inner wall is fixed to the material, the change in height of the inner wall can be sufficiently suppressed.

【0012】なお、各木材の具体的な構造は特に問わな
いが、その厚み方向に複数枚(好ましくは5,6枚)の
板を積層させ、温度変化による影響を受けにくい構造に
するのが、より望ましい。
The specific structure of each piece of wood is not particularly limited, but it is preferable to stack a plurality of (preferably 5 or 6) plates in the thickness direction thereof so that the structure is not easily affected by temperature changes. , More desirable.

【0013】以上の木造建築物を建築するにあたり、略
水平方向に延びる木材を積み上げて少なくとも外壁を形
成してから、直ちに各木材を上記縦材に固定しても良い
が、この場合には各木材の上下方向の収縮によって縦材
に比較的大きな強度的負担がかかってしまう。これに対
し、上記木材を積み上げて少なくとも外壁を形成した
後、その上に屋根を設け、さらに所定期間をおいて各木
材を十分収縮させてからこれらの木材を上記縦材に固定
するようにすれば、各木材の収縮に起因する縦材の強度
的負担をより小さくすることができる。
In constructing the above-mentioned wooden building, timbers extending in a substantially horizontal direction may be piled up to form at least an outer wall, and then each timber may be immediately fixed to the vertical member. The vertical contraction of the wood imposes a relatively large strength load on the vertical members. On the other hand, after stacking the woods to form at least the outer wall, a roof is provided on the woods, and after a predetermined period of time, the woods are sufficiently shrunk to fix the woods to the vertical members. For example, it is possible to further reduce the strength load of the vertical member due to the contraction of each piece of wood.

【0014】[0014]

【発明の実施の形態】本発明の好ましい実施の形態を図
面に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described with reference to the drawings.

【0015】ここに示す木造建築物は、図1に示すよう
に、地盤内にほぼ埋設されたコンクリート製の半地下1
0を有し、この半地下10の上に図2にも示すような外
壁12及び内壁14が立設されている。外壁12は建築
物の四方を囲むように配され、その内側に内壁14が配
されており、これら外壁12及び内壁14の上に屋根1
6が組まれている。
As shown in FIG. 1, the wooden structure shown here is a concrete semi-underground 1 almost buried in the ground.
0, and an outer wall 12 and an inner wall 14 as shown in FIG. 2 are erected on the semi-underground 10. The outer wall 12 is arranged so as to surround four sides of the building, and the inner wall 14 is arranged inside the outer wall 12, and the roof 1 is placed on the outer wall 12 and the inner wall 14.
6 are assembled.

【0016】なお、本発明において内壁14は必ずしも
要せず、少なくとも外壁をもつ建築物に本発明は適用が
可能である。また、半地下10も必須ではなく、地盤上
に直接外壁12が立設されるものであってもよい。
In the present invention, the inner wall 14 is not always necessary, and the present invention can be applied to a building having at least an outer wall. Further, the semi-underground 10 is not essential, and the outer wall 12 may be directly erected on the ground.

【0017】上記外壁12及び内壁14は、水平に延び
る木材18を順次積み上げることによって構成されてい
る。各木材18の具体的な構造は特に限定されないが、
複数枚の板材を幅方向に積層した多層構造、例えば図3
に示すように5枚の板材18a,18b,18c,18
d,18eを積層した構造にすれば、単一板からなる構
造に比べ、湿度変化等に起因する木材18の上下方向の
伸縮量を抑えることができる。さらに、同図に示すよう
に、最も外側の板材18a,18eの下端と中央の板材
18cの下端との間に溝19を形成し、それ以外の板材
18b,18dの上端を突出させて、これらの板材18
b,18dに上側の木材18における溝19を外嵌する
ようにすれば、より安定した状態で木材18を積み上げ
ることが可能になる。
The outer wall 12 and the inner wall 14 are constructed by sequentially stacking horizontally extending wooden pieces 18. The specific structure of each piece of wood 18 is not particularly limited,
A multilayer structure in which a plurality of plate materials are laminated in the width direction, for example, FIG.
As shown in FIG. 5, five plate materials 18a, 18b, 18c, 18
With the structure in which d and 18e are laminated, it is possible to suppress the amount of expansion and contraction of the wood 18 in the vertical direction due to changes in humidity and the like, as compared with the structure formed of a single plate. Further, as shown in the figure, a groove 19 is formed between the lower ends of the outermost plate members 18a and 18e and the lower end of the central plate member 18c, and the upper ends of the other plate members 18b and 18d are projected to Plate material 18
By fitting the grooves 19 of the upper wood 18 on the b and 18d, the wood 18 can be stacked in a more stable state.

【0018】なお、この実施態様では校倉工法が採用さ
れており、外壁12のコーナー部であって外壁12同士
がクロスする部分の構造や、外壁12と内壁14の端部
とがクロスする部分の構造は、図4に示されるようにな
っている。すなわち、各木材18において互いにクロス
する部分には、中央に小幅の連結部22を残して上下に
切欠20,21が形成されており、一つの木材18の上
側切欠20に、この木材18とクロスする木材18の下
側切欠21を嵌合するようにしながら、木材18が積み
上げられている。
In this embodiment, the school warehouse construction method is employed, and the structure of the corner portion of the outer wall 12 where the outer walls 12 cross each other or the portion where the outer wall 12 and the end portion of the inner wall 14 cross each other. The structure is as shown in FIG. That is, notches 20 and 21 are formed in the upper and lower cutouts 20 of one piece of wood 18 at portions where the pieces of wood 18 cross each other, leaving a narrow connecting portion 22 in the center. The wood pieces 18 are stacked while fitting the lower cutouts 21 of the wood pieces 18 to be fitted.

【0019】この木造建築物の特徴として、外壁12の
外側面及び内壁14の片側面上に、図5及び図6に示す
ような上下方向に延びる複数本の縦材24が水平方向に
所定間隔をおいて配され、この縦材24に各木材18が
固定されている。この実施態様では、縦材24は木材で
構成され、この縦材24と各木材18とが図7(a)
(b)に示す釘26によって連結、固定されている。
As a characteristic of this wooden building, a plurality of vertical members 24 extending in the vertical direction as shown in FIGS. 5 and 6 are horizontally arranged at predetermined intervals on the outer surface of the outer wall 12 and one side surface of the inner wall 14. The timbers 18 are fixed to the vertical members 24. In this embodiment, the vertical member 24 is made of wood, and the vertical member 24 and each wood member 18 are shown in FIG.
It is connected and fixed by a nail 26 shown in (b).

【0020】なお、これら縦材24は外壁12の内側面
に配してもよいし、外壁12や内壁14の両側面に配し
てもよい。また、縦材24は必ずしも木材でなくても良
く、その他の材料(例えば鋼材)で構成してもよい。こ
の場合、縦材24と木材18との結合には、釘に代えて
ボルトや接着剤その他の適当な固定手段を用いればよ
い。
The vertical members 24 may be arranged on the inner side surface of the outer wall 12 or both side surfaces of the outer wall 12 and the inner wall 14. Further, the vertical member 24 does not necessarily have to be wood, and may be made of another material (for example, steel). In this case, a bolt, an adhesive or other suitable fixing means may be used instead of the nail to connect the vertical member 24 and the wood 18.

【0021】さらに、上記縦材24の表面には、セラミ
ック等からなる耐火材28が固定されている。この耐火
材28は、縦材24同士の間隔の複数倍の長さ寸法(水
平方向の寸法)をもつ板材であり、その端部同士が図7
(a)に示すように縦材24上で突き合わされてこの縦
材24に釘30で固定されるとともに、その中間部も同
図(b)に示すように釘30によって縦材24に固定さ
れている。従って、この耐火材28と板材18との間に
は、縦材24の突出寸法と同等の寸法δの隙間が確保さ
れている。
Further, a refractory material 28 made of ceramic or the like is fixed to the surface of the vertical member 24. The refractory material 28 is a plate material having a length dimension (horizontal dimension) that is a multiple of the interval between the vertical members 24, and the ends thereof are shown in FIG.
As shown in (a), it is abutted on the vertical member 24 and fixed to the vertical member 24 with a nail 30, and the intermediate portion thereof is also fixed to the vertical member 24 by the nail 30 as shown in FIG. ing. Therefore, a gap having a size δ that is equivalent to the protruding size of the vertical member 24 is secured between the refractory material 28 and the plate material 18.

【0022】なお、図8に示すように、内壁14を除く
間仕切り壁32は、柱材を上下左右にクロスさせた格子
状とされており、その上端に水平方向のジョイスト34
が固定されている。
As shown in FIG. 8, the partition wall 32 excluding the inner wall 14 is in the shape of a lattice in which pillars are crossed vertically and horizontally, and a joist 34 in the horizontal direction is provided at the upper end thereof.
Has been fixed.

【0023】図9に示すように、外壁12のコーナー部
は、このコーナー部のカバーを兼ねた前記耐火材28に
よって覆われている。詳しくは、コーナー部外側の中央
に柱材36が立設され、その両翼に柱材38が立設され
るとともに、コーナー部に最も近い縦材24と隣接する
位置にも柱材40が立設されており、柱材36,38同
士の間及び柱材38,40同士の間に下地合板42が張
設され、これら下地合板42の表面と上記縦材24の表
面とにコーナー部カバー用の耐火材28が固定されてい
る。
As shown in FIG. 9, the corner portion of the outer wall 12 is covered with the refractory material 28 which also serves as a cover for the corner portion. Specifically, a pillar member 36 is erected in the center of the outside of the corner portion, pillar members 38 are erected on both wings, and a pillar member 40 is erected at a position adjacent to the vertical member 24 closest to the corner portion. A base plywood 42 is stretched between the pillars 36, 38 and between the pillars 38, 40, and a corner cover is provided on the surface of the base plywood 42 and the surface of the vertical member 24. The refractory material 28 is fixed.

【0024】図10及び図11に、窓15周縁部の断面
平面図及び断面側面図を示す。図示のように、窓15を
形成するための開口部の周縁には、枠材44が配されて
いる。この枠材44はその長手方向が周縁方向に沿った
状態で板材18の外側面に固定されている。一方、窓枠
46は、その外側面にほぼ全周にわたる板状突出部47
を有しており、この板状突出部47が枠材44と上記耐
火材28との間にはさみ込まれた状態で、釘等で固定さ
れている。
10 and 11 are a sectional plan view and a sectional side view of the peripheral portion of the window 15. As shown in the drawing, a frame member 44 is arranged around the periphery of the opening for forming the window 15. The frame member 44 is fixed to the outer side surface of the plate member 18 with its longitudinal direction along the peripheral direction. On the other hand, the window frame 46 has a plate-like protrusion 47 on the outer surface thereof over substantially the entire circumference.
The plate-like protrusion 47 is sandwiched between the frame member 44 and the refractory material 28 and is fixed by nails or the like.

【0025】このような木造建築物によれば、上下に積
み上げられた木材18は上下方向の縦材24に固定され
ていて同方向に変位することが規制されているので、乾
燥等に起因して各木材18が上下方向に収縮しても、外
壁12や内壁14の全体の高さ寸法はほとんど変化しな
い。従って、この高さ寸法の変化に起因して耐火材28
に無理な力が加わるのを防ぐことができ、その破損を防
止することができる。
According to such a wooden building, since the woods 18 piled up and down are fixed to the vertical members 24 in the vertical direction and are restricted from being displaced in the same direction, they are caused by drying or the like. Even if each piece of wood 18 contracts in the vertical direction, the overall height of the outer wall 12 and the inner wall 14 hardly changes. Therefore, due to the change in the height, the refractory material 28
It is possible to prevent unreasonable force from being applied to and to prevent its damage.

【0026】なお、この耐火材28は、外壁12及び内
壁14において縦材24が設けられている側との反対側
の面(例えば図5に示す外壁12では同図裏側の内側
面)に直接固定するようにしても良いが、上記のように
縦材24の表面に固定することによって、木材18の収
縮に伴う耐火材28の応力発生をより効果的に抑えるこ
とができるとともに、この耐火材28で縦材24を覆う
(すなわち耐火材28を化粧板として利用する)ことに
より、良好な外観を確保できる利点が得られる。さら
に、耐火材24と木材18との間に設けられた隙間によ
って、通気、通水性を高めることができ、また、この隙
間を利用して容易に電気配線や配管等ができる利点も得
られる。
The refractory material 28 is directly applied to the surface of the outer wall 12 and the inner wall 14 opposite to the side where the vertical members 24 are provided (for example, the inner wall surface of the outer wall 12 shown in FIG. It may be fixed, but by fixing it to the surface of the vertical member 24 as described above, it is possible to more effectively suppress the stress generation of the refractory material 28 due to the shrinkage of the wood 18, and at the same time, By covering the vertical member 24 with 28 (that is, using the refractory material 28 as a decorative plate), there is an advantage that a good appearance can be secured. Further, the gap provided between the refractory material 24 and the wood 18 can enhance ventilation and water permeability, and also has an advantage that electric wiring, piping, etc. can be easily utilized by utilizing this gap.

【0027】また、この木造建築物では、コーナー部を
覆うカバーとして兼用された耐火材28を縦材24に固
定しているので、このコーナー部でも耐火材28の破損
を防止できる。この効果は、耐火材28をコーナー部カ
バーとして兼用するものに限らず、耐火材28を設ける
ことなく、あるいは耐火材28とは別にコーナー部に専
用のカバーを設ける場合においても、同様に得ることが
できるものである。
Further, in this wooden building, since the refractory material 28 which also serves as a cover for covering the corner portion is fixed to the vertical member 24, the breakage of the refractory material 28 can be prevented even in this corner portion. This effect is not limited to the case where the refractory material 28 is also used as the corner portion cover, and the same effect can be obtained without providing the refractory material 28 or when a dedicated cover is provided at the corner portion separately from the refractory material 28. Is something that can be done.

【0028】また、外壁12の窓15については、その
開口部の周縁にこの周縁に沿って延びる枠材44を配
し、この枠材44に上記外壁12を構成する木材18の
端部を固定しているので、木材18が収縮しても開口部
の形状は略一定に保持できる。そして、上記枠材44に
窓枠46を固定しているので、木材18の収縮してもこ
れに起因して窓枠46が破損するのを回避できる。
Further, with respect to the window 15 of the outer wall 12, a frame member 44 extending along the peripheral edge of the window 15 is arranged, and the end of the wood 18 constituting the outer wall 12 is fixed to the frame member 44. Therefore, even if the wooden piece 18 contracts, the shape of the opening can be kept substantially constant. Further, since the window frame 46 is fixed to the frame member 44, it is possible to prevent the window frame 46 from being damaged due to the contraction of the wood 18.

【0029】なお、上記枠材44は、窓以外の開口部、
例えば外壁12や内壁14に設けられたドア用の開口部
の周縁に設けるようにしてもよく、これにより、この開
口部の形状も保持でき、同開口部の変形に起因してドア
の開閉が不能になるといった不都合を回避できる。
The frame member 44 has openings other than windows,
For example, it may be provided on the periphery of an opening for a door provided on the outer wall 12 or the inner wall 14, whereby the shape of this opening can be maintained and the opening and closing of the door due to the deformation of the opening. The inconvenience of being disabled can be avoided.

【0030】この木造建築物の建築工法としては、図1
2に示すものが好適である。その内容を以下に説明す
る。
The construction method of this wooden building is as shown in FIG.
Those shown in 2 are preferred. The contents will be described below.

【0031】まず、地盤にコンクリート製の外壁をもつ
半地下を構築し(工程P1)、その上に木材18を積み
上げて外壁12や内壁14といった壁体を組み上げる
(工程P2)。さらに、屋根組みを行い(工程P3)、
前記図8に示すような間仕切り壁32を設ける(工程P
4)。
First, a semi-underground is constructed having an outer wall made of concrete in the ground (process P1), and wood 18 is stacked on it to assemble wall bodies such as the outer wall 12 and the inner wall 14 (process P2). Furthermore, the roof is assembled (process P3),
A partition wall 32 as shown in FIG. 8 is provided (process P
4).

【0032】その後、しばらくの間、建築物を所定期間
放置する(工程P5)。この放置期間は、適宜設定すれ
ば良いが、好ましくは木材18の上下寸法が十分に安定
するだけの期間(一般には1週間以上)を確保するのが
好ましい。
After that, the building is left for a predetermined period for a while (process P5). This leaving period may be set as appropriate, but it is preferable to secure a period (generally 1 week or more) for the vertical dimension of the wood 18 to be sufficiently stable.

【0033】この放置によって木材18を痩せさせ、荷
重による下りを安定させてから、縦材24を配してこれ
と各木材18とを固定する(工程P6)。さらに、その
表面に耐火材28を取付け(工程P7)、各種仕上げを
行って(工程P8)、全工程を完了する。
After this standing, the wood 18 is thinned and the downward movement due to the load is stabilized, and then the vertical member 24 is arranged to fix the wood 18 and each wood 18 (step P6). Further, the refractory material 28 is attached to the surface (process P7), various finishings are performed (process P8), and the whole process is completed.

【0034】このような工法によれば、木材18を積み
上げてから直ちに各木材18を縦材24に固定する場合
に比べ、木材18を縦材24に固定した時点からの木材
18の収縮量がきわめて小さいので、この収縮による縦
材24の強度的負担を大幅に軽減できる利点が得られ
る。
According to this construction method, the amount of shrinkage of the wooden pieces 18 from the time when the wooden pieces 18 are fixed to the vertical members 24 is smaller than that when the individual wooden pieces 18 are fixed to the vertical members 24 immediately after being piled up. Since it is extremely small, there is an advantage that the strength load of the vertical member 24 due to this contraction can be significantly reduced.

【0035】[0035]

【発明の効果】以上のように本発明は、略水平方向に延
びる木材を多段に積み上げることにより外壁が構成され
た木造建築物において、上記外壁の少なくとも一方の側
面に上下に延びる複数本の縦材を沿わせ、この縦材に上
記外壁を構成する各木材を固定することにより、各木材
の上下方向の変位を規制するようにしたものであるの
で、各木材の自重や乾燥等に起因して外壁全体の高さ寸
法が大きく変化するのを防ぐことができ、建築物を長年
に亘って良好な状態に保つことができる効果がある。
INDUSTRIAL APPLICABILITY As described above, according to the present invention, in a wooden building having an outer wall formed by stacking timbers extending in a substantially horizontal direction in multiple stages, a plurality of vertically extending vertical walls are provided on at least one side surface of the outer wall. By arranging the timber and fixing each lumber constituting the outer wall to this vertical timber, the vertical displacement of each lumber is regulated. As a result, it is possible to prevent the height of the entire outer wall from being greatly changed, and it is possible to keep the building in a good condition for many years.

【0036】従って、上記外壁の少なくとも一方の面に
耐火材を取付けた場合でも、この壁の高さ寸法の変化に
起因して耐火材に無理な力が加わって破損に至るのを防
止することができる。
Therefore, even when the refractory material is attached to at least one surface of the outer wall, it is possible to prevent the refractory material from being damaged due to an excessive force due to the change in the height dimension of the wall. You can

【0037】特に、上記縦材の表面に耐火材を固定して
この耐火材と外壁を構成する木材との間に隙間を確保し
た場合には、この耐火材を木材に直接固定する場合より
もさらに著しく耐火材の応力発生を抑えることができ
る。また、この耐火材で縦材を覆う(すなわち耐火材を
化粧板として利用する)ことにより、良好な外観を確保
できる。さらに、耐火材と木材との隙間によって通気、
通水性を高めたり、この隙間を利用して容易に電気配線
や配管等を行ったりできる効果も得られる。
In particular, when a refractory material is fixed to the surface of the vertical member to secure a gap between the refractory material and the wood constituting the outer wall, it is better than when the refractory material is directly fixed to the wood. Further, it is possible to remarkably suppress the stress generation of the refractory material. Also, by covering the vertical member with this refractory material (that is, using the refractory material as a decorative plate), a good appearance can be secured. Furthermore, the gap between the refractory material and the wood vents,
It is also possible to obtain an effect that water permeability can be increased and electric wiring and piping can be easily performed by utilizing this gap.

【0038】また、少なくとも外壁コーナー部近傍の縦
材を上記外壁の外側面に固定するとともに、この縦材に
上記コーナー部を覆うカバーを固定すれば、木材の収縮
に起因してカバーに無理な力が作用することも防ぐこと
ができる。
If at least the vertical member near the corner of the outer wall is fixed to the outer surface of the outer wall and the cover covering the corner is fixed to the vertical member, it is impossible to cover the cover due to shrinkage of the wood. It is possible to prevent the force from acting.

【0039】また、上記外壁に開口部を設ける場合に
は、この開口部の周縁にこの周縁に沿って延びる枠材を
配し、この枠材に上記外壁を構成する木材を固定するこ
とにより、木材の収縮にかかわらず開口部の形状を略一
定に保持できる。特に、上記外壁に窓用開口部を設ける
とともに、この窓用開口部の周縁に配した枠材に窓枠を
固定すれば、木材の収縮に起因する窓枠の破損を防止で
きる。
Further, when the opening is provided in the outer wall, a frame member extending along the periphery is arranged at the peripheral edge of the opening, and the wood constituting the outer wall is fixed to the frame member. The shape of the opening can be kept substantially constant regardless of the shrinkage of the wood. In particular, when the window opening is provided in the outer wall and the window frame is fixed to the frame member arranged around the window opening, the window frame can be prevented from being damaged due to the contraction of the wood.

【0040】さらに、上記と同様に、略水平方向に延び
る木材を多段に積み上げることにより内壁を構成すると
ともに、この内壁の少なくとも一方の側面に上下に延び
る複数本の縦材を沿わせ、この縦材に上記内壁を構成す
る各木材を固定したものによれば、この内壁の高さ寸法
の変化も十分に抑制できる効果が得られる。
Further, similarly to the above, the inner wall is constructed by stacking woods extending in a substantially horizontal direction in multiple stages, and a plurality of vertical members extending vertically are provided along at least one side surface of the inner wall. According to the material in which each of the wood constituting the inner wall is fixed, the effect of sufficiently suppressing the change in the height dimension of the inner wall can be obtained.

【0041】以上の木造建築物を建築する工法として、
上記木材を積み上げて少なくとも外壁を形成した後、そ
の上に屋根を設けて重みをかけ、所定期間をおいて各木
材の上下寸法を十分安定させてからこれらの木材を上記
縦材に固定するものによれば、各木材の収縮に起因する
縦材の強度的負担をより小さくでき、縦材の破損もより
確実に防止できる効果がある。
As a construction method for constructing the above wooden building,
After stacking the above timbers to form at least an outer wall, a roof is provided on the timbers to weight the timbers, and the vertical dimension of each timber is sufficiently stabilized after a predetermined period of time, and then these timbers are fixed to the vertical members. According to this, there is an effect that the strength load of the vertical member due to the contraction of each piece of wood can be further reduced and the vertical member can be more reliably prevented from being damaged.

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

【図1】本発明にかかる木造建築物の一例を示す正面図
である。
FIG. 1 is a front view showing an example of a wooden building according to the present invention.

【図2】上記木造建築物の一階断面平面図である。FIG. 2 is a cross-sectional plan view of the first floor of the wooden building.

【図3】上記木造建築物に用いられる木材の断面正面図
である。
FIG. 3 is a cross-sectional front view of wood used in the wooden building.

【図4】上記木造建築物における木材同士のクロス部分
の構造を示す斜視図である。
FIG. 4 is a perspective view showing a structure of a cross portion of timbers in the wooden building.

【図5】上記木材により形成された外壁の外側面に縦材
を配した状態を示す斜視図である。
FIG. 5 is a perspective view showing a state in which a vertical member is arranged on an outer side surface of an outer wall formed of the wood.

【図6】上記木材により形成された外壁の外側面に縦材
を配した状態を示す断面平面図である。
FIG. 6 is a cross-sectional plan view showing a state in which a vertical member is arranged on the outer surface of the outer wall formed of the wood.

【図7】(a)は図6のA部の拡大断面図、(b)は図
6のB部の拡大断面図である。
7A is an enlarged sectional view of a portion A of FIG. 6, and FIG. 7B is an enlarged sectional view of a portion B of FIG.

【図8】上記木造建築物内に設けられる間仕切り壁の斜
視図である。
FIG. 8 is a perspective view of a partition wall provided in the wooden building.

【図9】上記木造建築物におけるコーナー部の断面平面
図である。
FIG. 9 is a cross-sectional plan view of a corner portion of the wooden building.

【図10】上記木造建築物における窓用開口部周縁の断
面平面図である。
FIG. 10 is a cross-sectional plan view of the periphery of the window opening in the wooden building.

【図11】上記窓用開口部周縁の断面側面図である。FIG. 11 is a sectional side view of the periphery of the window opening.

【図12】上記木造建築物の建築工法を示す工程図であ
る。
FIG. 12 is a process drawing showing the method of building the wooden building.

【符号の説明】[Explanation of symbols]

12 外壁 14 内壁 15 窓 16 屋根 18 木材 24 縦材 28 耐火材(コーナー部のカバーを兼用) 44 枠材 46 窓枠 δ 隙間寸法 12 Outer wall 14 Inner wall 15 Window 16 Roof 18 Wood 24 Longitudinal material 28 Fireproof material (also serves as a cover for corner) 44 Frame material 46 Window frame δ Gap size

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 略水平方向に延びる木材を多段に積み上
げることにより外壁が構成された木造建築物において、
上記外壁の少なくとも一方の側面に上下に延びる複数本
の縦材を沿わせ、この縦材に上記外壁を構成する各木材
を固定したことを特徴とする木造建築物。
1. A wooden building in which an outer wall is formed by stacking timbers extending in a substantially horizontal direction in multiple stages,
A plurality of vertical members extending vertically are provided along at least one side surface of the outer wall, and each wood constituting the outer wall is fixed to the vertical member.
【請求項2】 請求項1記載の木造建築物において、略
水平方向に延びる木材を多段に積み上げることにより内
壁を構成するとともに、この内壁の少なくとも一方の側
面に上下に延びる複数本の縦材を沿わせ、この縦材に上
記内壁を構成する各木材を固定したことを特徴とする木
造建築物。
2. The wooden building according to claim 1, wherein an inner wall is formed by stacking timbers extending in a substantially horizontal direction in multiple stages, and a plurality of vertical members extending vertically are formed on at least one side surface of the inner wall. A wooden building characterized in that the timbers constituting the inner wall are fixed to this vertical member.
【請求項3】 請求項1または2記載の木造建築物にお
いて、上記外壁の少なくとも一方の面に耐火材を取付け
たことを特徴とする木造建築物。
3. The wooden building according to claim 1, wherein a refractory material is attached to at least one surface of the outer wall.
【請求項4】 請求項3記載の木造建築物において、上
記縦材の表面に耐火材を固定してこの耐火材と上記木材
との間に隙間を確保したことを特徴とする木造建築物。
4. The wooden building according to claim 3, wherein a refractory material is fixed on the surface of the vertical member to secure a gap between the refractory material and the wood.
【請求項5】 請求項1〜4のいずれかに記載の木造建
築物において、少なくとも外壁コーナー部近傍の縦材を
上記外壁の外側面に固定するとともに、この縦材に上記
コーナー部を覆うカバーを固定したことを特徴とする木
造建築物。
5. The wooden building according to any one of claims 1 to 4, wherein at least a vertical member near an outer wall corner portion is fixed to an outer surface of the outer wall, and the vertical member covers the corner portion. A wooden building characterized by fixing the.
【請求項6】 請求項1〜5のいずれかに記載の木造建
築物において、上記外壁に開口部を設けるとともに、こ
の開口部の周縁にこの周縁に沿って延びる枠材を配し、
この枠材に上記外壁を構成する木材を固定したことを特
徴とする木造建築物。
6. The wooden building according to any one of claims 1 to 5, wherein an opening is provided in the outer wall, and a frame member extending along the peripheral edge is arranged on the peripheral edge of the opening,
A wooden building characterized in that the wood constituting the outer wall is fixed to the frame material.
【請求項7】 請求項6記載の木造建築物において、上
記外壁に窓用開口部を設けるとともに、この窓用開口部
の周縁に配した枠材に窓枠を固定したことを特徴とする
木造建築物。
7. The wooden structure according to claim 6, wherein a window opening is provided in the outer wall, and the window frame is fixed to a frame member arranged at a peripheral edge of the window opening. Building.
【請求項8】 請求項1〜7のいずれかに記載の木造建
築物の建築工法であって、略水平方向に延びる木材を積
み上げて少なくとも外壁を形成し、その上に屋根を設け
た後、所定期間をおいてから各木材を上記縦材に固定す
ることを特徴とする木造建築物の建築工法。
8. The method for constructing a wooden building according to claim 1, wherein timbers extending in a substantially horizontal direction are stacked to form at least an outer wall, and a roof is provided on the outer wall. A method for constructing a wooden building, characterized in that each timber is fixed to the above-mentioned lumber after a predetermined period.
JP7247664A 1995-09-26 1995-09-26 Wooden building and its construction method Pending JPH0988208A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7247664A JPH0988208A (en) 1995-09-26 1995-09-26 Wooden building and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7247664A JPH0988208A (en) 1995-09-26 1995-09-26 Wooden building and its construction method

Publications (1)

Publication Number Publication Date
JPH0988208A true JPH0988208A (en) 1997-03-31

Family

ID=17166837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7247664A Pending JPH0988208A (en) 1995-09-26 1995-09-26 Wooden building and its construction method

Country Status (1)

Country Link
JP (1) JPH0988208A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006048945A1 (en) * 2004-11-08 2006-05-11 Michiru Imase Log material
JP2021169747A (en) * 2020-04-17 2021-10-28 株式会社 エコファクトリー Wall surface structure and building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006048945A1 (en) * 2004-11-08 2006-05-11 Michiru Imase Log material
JP2021169747A (en) * 2020-04-17 2021-10-28 株式会社 エコファクトリー Wall surface structure and building
TWI784477B (en) * 2020-04-17 2022-11-21 日商生態工廠有限公司 Wall structures and buildings

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