JPH0442408Y2 - - Google Patents

Info

Publication number
JPH0442408Y2
JPH0442408Y2 JP8489388U JP8489388U JPH0442408Y2 JP H0442408 Y2 JPH0442408 Y2 JP H0442408Y2 JP 8489388 U JP8489388 U JP 8489388U JP 8489388 U JP8489388 U JP 8489388U JP H0442408 Y2 JPH0442408 Y2 JP H0442408Y2
Authority
JP
Japan
Prior art keywords
logs
load
log
bearing wall
joint
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.)
Expired
Application number
JP8489388U
Other languages
Japanese (ja)
Other versions
JPH029610U (en
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 filed Critical
Priority to JP8489388U priority Critical patent/JPH0442408Y2/ja
Publication of JPH029610U publication Critical patent/JPH029610U/ja
Application granted granted Critical
Publication of JPH0442408Y2 publication Critical patent/JPH0442408Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Description

【考案の詳細な説明】 〔考案の目的〕 産業上の利用分野 本考案は倒伏積載せしめる丸太の組立を容易に
して、現場での仕事量を軽減せしめると共に、積
載せしめる丸太間のずれを簡易に防止せしめる様
にした丸太小屋における耐力壁構造に関するもの
である。
[Detailed explanation of the invention] [Purpose of the invention] Industrial application field The invention facilitates the assembly of logs to be stacked in a collapsed manner, reducing the amount of work at the site, and also easily corrects the misalignment between the logs to be stacked. The present invention relates to a load-bearing wall structure in a log cabin designed to prevent damage.

従来の技術 従来、丸太小屋の組立の際には、倒伏積載せし
める丸太の上位と下位とのずれを防止するため
に、各丸太の上部を略断面三角状に形成せしめる
等の方法により、下部を下位の丸太における上部
の形状と合致する様に形成せしめ、丸太を積載せ
しめて耐力壁と成し、又丸太小屋の隅角部を形成
するために上位及び下位の丸太の交差部に凹凸を
形成せしめて丸太を積載せしめていた。
Conventional Technology Conventionally, when assembling a log cabin, in order to prevent the upper and lower parts of the logs to be stacked upside down, the upper part of each log was formed into a substantially triangular cross section, and the lower part was removed. It is formed to match the shape of the upper part of the lower log, and the logs are piled up to form a load-bearing wall, and the intersection of the upper and lower logs is formed with unevenness to form the corner of the log cabin. At least the logs were loaded.

しかし、かかる丸太は現場にて丸太を組み込む
際に、各丸太の形状のばらつき、大きさの差異等
に応じて組み込む丸太を1本づつ加工しなければ
ならず、又丸太の加工に甚だ労力を費やさなけれ
ばならなかつた。
However, when assembling such logs on-site, each log must be processed one by one according to the variations in shape and size of each log, and processing of the logs requires considerable labor. I had to spend it.

又、組み込んだ丸太は、その加工の困難さ等に
より、正確な寸法設定が出来ず丸太と丸太の間に
隙間を生じるといつた欠点を有していた。
Furthermore, the incorporated logs had the disadvantage that accurate dimensions could not be set due to the difficulty of processing the logs, resulting in gaps between the logs.

考案が解決しようとする課題 本考案は丸太小屋の耐力壁を形成する倒伏積載
せしめる丸太の上部、下部、屋内側を面一に形成
せしめ、上面部と底面部に凹溝を形成せしめ、該
凹溝に帯状の雇実を嵌合せしめ、丸太を積載せし
めることにより耐力壁を形成し、丸太小屋の組立
を簡易にし、倒伏積載する上位及び下位の丸太間
の隙間及びずれを無くし、又かかる丸太の一方の
屋内側に仕口を、他方の木口面に継手を形成せし
めて丸太小屋の隅角部を形成する交差部の組み込
みをも簡易にし、現場での丸太小屋の製作に費や
す労力を軽減せしめる様にした丸太小屋における
耐力壁構造を提供せんとするものである。
Problems to be Solved by the Invention The present invention forms the top, bottom, and indoor sides of the logs that are to be piled up and down to form the load-bearing walls of a log cabin flush with each other, and forms grooves in the top and bottom parts of the logs. A load-bearing wall is formed by fitting a belt-shaped log into a groove and stacking logs, which simplifies the assembly of a log cabin, eliminates gaps and misalignment between the upper and lower logs that are stacked upside down, and prevents such logs from being stacked. By forming a joint on one interior side of the log cabin and a joint on the other side of the butt end, it is easy to assemble the intersection that forms the corner of the log cabin, reducing the labor spent on manufacturing the log cabin on site. The purpose of the present invention is to provide a load-bearing wall structure for a log cabin that is designed to be compressed.

〔考案の構成〕[Structure of the idea]

課題を解決するための手段 本考案はかかる点に鑑み、丸太を倒伏積載せし
めて成る丸太小屋の耐力壁において、倒伏積載せ
しめる丸太の上部及び下部を水平に形成せしめて
上面部及び底面部と成し、前記上面部及び底面部
の長手方向に凹溝を形成せしめ、該凹溝に帯状の
雇実を嵌合せしめて丸太を積載せしめたもの、又
丸太を倒伏積載せしめて成る丸太小屋の耐力壁に
おいて、倒伏積載せしめる丸太の上部及び下部を
水平に形成せしめて上面部及び底面部と成し、前
記上面部及び底面部の長手方向に凹溝を形成せし
め、又内壁側を面一に形成せしめて内壁面と成
し、該内壁面の適宜位置に仕口を形成せしめ、他
一方の丸太には前記仕口に嵌合する継手を木口面
に形成せしめ、相互に嵌合せしめると共に、前記
凹溝に帯状の雇実を嵌合せしめて丸太を積載せし
めた丸太小屋における耐力壁構造を提供して上記
欠点を解消せんとしたものである。
Means for Solving the Problems In view of the above, the present invention provides a load-bearing wall for a log cabin in which logs are piled upright, in which the upper and lower parts of the logs to be piled upright are formed horizontally to form the top and bottom parts. A load-bearing wall for a log cabin, in which logs are stacked by forming concave grooves in the longitudinal direction of the top and bottom parts, and by fitting band-shaped bulges into the grooves, or by stacking logs in a lying position. In this method, the upper and lower parts of the logs to be piled up are formed horizontally to form a top surface and a bottom surface, grooves are formed in the longitudinal direction of the top surface and bottom surface, and the inner wall side is formed flush with each other. A joint is formed at an appropriate position on the inner wall surface, and a joint is formed on the butt end surface of the other log to fit into the joint, and the joint is fitted into the recess. The present invention attempts to solve the above-mentioned drawbacks by providing a load-bearing wall structure for log cabins in which logs are stacked by fitting belt-shaped logs into grooves.

作 用 本考案は倒伏積載せしめる丸太の上部、下部を
面一に形成せしめ、上面部及び底面部の長手方向
に凹溝を形成せしめ、該凹溝に帯状の雇実を嵌合
せしめ、丸太を積載せしめることにより、耐力壁
を形成せしめて上位と下位の丸太のずれを防止せ
しめるのである。
Function The present invention forms the upper and lower parts of the logs to be stacked upside down so that they are flush, grooves are formed in the longitudinal direction of the top and bottom parts, and a band-shaped bar is fitted into the grooves to hold the logs. By stacking the logs tightly, a load-bearing wall is formed and the upper and lower logs are prevented from shifting.

又、上記丸太の屋内側を面一に形成せしめ、か
かる内壁面の適宜位置に仕口を形成せしめ、他一
方の丸太の木口面に継手を形成せしめ、各丸太の
仕口と継手を嵌合せしめ、丸太を積載せしめるこ
とにより、丸太小屋の隅角部を形成する耐力壁を
形成せしめるのである。
Also, the indoor side of the log is formed flush with each other, a joint is formed at an appropriate position on the inner wall surface, a joint is formed on the butt end surface of the other log, and the joint of each log is fitted into the joint. By stacking the logs on top of each other, they form load-bearing walls that form the corners of the log cabin.

実施例 以下本考案の一実施例を図面に基づいて説明す
ると、 1,1a…は丸太小屋の耐力壁2,2aと成す
倒伏積載せしめる丸太であり、該丸太1,1a…
を倒伏積載せしめる状態において、その上部と下
部を水平に形成せしめて上面部3,3a…及び底
面部4,4a…と成し、積載せしめる丸太1,1
a…の上面部3,3a…と底面部4,4a…との
対応位置の長手方向に凹溝5,5a…を刻設せし
め、又丸太1,1a…の屋内側1を面一に形成せ
しめて内壁面6,6a…と成し、該内壁面6,6
a…は丸太1,1a…を積載せしめて耐力壁2,
2aを形成した時に、耐力壁2,2aの屋内側
が一平面と成る様に形成せしめている。
Embodiment An embodiment of the present invention will be described below based on the drawings. Reference numerals 1, 1a, .
When the logs are laid down and stacked, the upper and lower parts thereof are formed horizontally to form upper surface portions 3, 3a... and bottom surface portions 4, 4a..., and the logs 1, 1 to be stacked are
a... Concave grooves 5, 5a... are carved in the longitudinal direction of the corresponding positions of the top surface parts 3, 3a... and the bottom surface parts 4, 4a..., and the indoor sides 1 of the logs 1, 1a... are formed flush with each other. At least the inner wall surfaces 6, 6a... are formed, and the inner wall surfaces 6, 6
a... is a load-bearing wall 2, with logs 1, 1a...
When forming the load-bearing walls 2, 2a, the indoor sides of the load-bearing walls 2, 2a are formed on one plane.

7,7a…は帯状の雇実であり、該雇実7,7
a…は丸太1,1a…を積載せしめる際に、上位
及び下位の丸太1,1a…の上面部3,3a…及
び底面部4,4a…に形成せしめた凹溝5,5a
…に嵌合せしめ、丸太1,1a…を積載せしめて
耐力壁2,2aを形成せしめている。
7, 7a... is a strip-shaped workpiece, and the workpiece 7, 7
a... refers to grooves 5, 5a formed in the top surfaces 3, 3a... and bottom surfaces 4, 4a... of the upper and lower logs 1, 1a... when stacking the logs 1, 1a...
The logs 1, 1a, and so on are fitted to form load-bearing walls 2, 2a.

又、丸太小屋の耐力壁2,2aにて隅角部Cを
形成するために、耐力壁2を形成する丸太1,1
a…の内壁面6,6a…の適宜位置に仕口8,8
a…を形成せしめ、一方耐力壁2aを形成する丸
太1,1a…の木口面9,9a…に前記仕口8,
8a…と嵌合する継手10,10a…を形成せし
めているが、継手10,10a…は第1図及び第
2図に示す様に蟻を端に寄せて形成せずとも中央
に設け、それに嵌合する様な仕口8,8a…を形
成しても良い。
In addition, in order to form a corner C in the load-bearing walls 2, 2a of the log cabin, the logs 1, 1 forming the load-bearing wall 2 are
Shiguchis 8, 8 are installed at appropriate positions on the inner wall surfaces 6, 6a... of a...
a... is formed, and on the other hand, the joint 8,
The joints 10, 10a... are formed to fit with the dovetails 10, 10a... as shown in Figs. It is also possible to form joints 8, 8a, etc. that fit together.

尚、図中11,11a…は丸太1,1a…の屋
外側Oに表れる丸太外形面である。
In the figure, 11, 11a, . . . are log external surfaces that appear on the outdoor side O of the logs 1, 1a, .

尚、図中12は耐力壁2,2aを形成する各丸
太1,1a…の積載時に、丸太1,1a…の長手
方向の位置決め、或いは丸太1,1a…の長手方
向のずれ防止を図るため、仕口8,8a…を形成
せしめた丸太1,1a…の端部13,13a…に
上位及び下位の丸太1,1a…と連通する連通孔
14,14a…を穿設せしめ、該連通孔14,1
4a…に挿通する通しボルトである。
In addition, 12 in the figure is for positioning the logs 1, 1a... in the longitudinal direction or preventing displacement in the longitudinal direction of the logs 1, 1a... when loading the logs 1, 1a... forming the load-bearing walls 2, 2a. , communication holes 14, 14a... that communicate with the upper and lower logs 1, 1a... are bored in the ends 13, 13a... of the logs 1, 1a... on which the joints 8, 8a... are formed, and the communication holes 14, 14a... communicate with the upper and lower logs 1, 1a... 14,1
This is a through bolt that is inserted into 4a.

又、耐力壁2を形成する丸太1,1a…に仕口
8,8a…を形成すると共に、耐力壁2aを形成
する丸太1,1a…に継手10,10a…を形成
することに限定されず、例えば耐力壁2の一段目
の丸太1に形成された仕口8に耐力壁2aの一段
目の丸太1に形成された継手10を嵌合して耐力
壁2の丸太1の端部13を突出させ、次に耐力壁
2の二段目の丸太1aに形成された仕口8aに耐
力壁2aの二段目の丸太1aに形成された継手1
0aを嵌合して耐力壁2aの丸太1aの端部13
aを突出させ、上記積載順序にて順次上段に積み
上げて耐力壁2,2aの夫々を形成する丸太1,
1a…の仕口8,8a…より外方の突出部(端部
13,13a…)を交互交差させると共に、隅角
部Cを形成することも可能である。
Furthermore, the method is not limited to forming joints 8, 8a... on the logs 1, 1a... forming the load-bearing wall 2, and forming joints 10, 10a... on the logs 1, 1a... forming the load-bearing wall 2a. For example, by fitting the joint 10 formed on the log 1 of the first stage of the load-bearing wall 2a into the joint 8 formed on the log 1 of the first stage of the load-bearing wall 2, the end 13 of the log 1 of the load-bearing wall 2 is connected. Then, the joint 1 formed in the second log 1a of the load-bearing wall 2a is connected to the joint 8a formed in the second log 1a of the load-bearing wall 2.
0a and the end 13 of the log 1a of the load-bearing wall 2a.
The logs 1, which are stacked one after another in the above loading order to form each of the load-bearing walls 2 and 2a, with protruding logs 1,
It is also possible to alternately intersect the protruding portions (end portions 13, 13a, . . .) outward from the joints 8, 8a, . . ., and to form a corner portion C.

又、第2図に示した15,15a…は丸太小屋
の屋内を区画する耐力壁16を形成せしめる倒伏
積載せしめた角材であり、該角材15,15a…
にあつても、前記した丸太1,1a…と同様に構
成して耐力壁16と成し、又角材15,15a…
の側面17,17a…に仕口18,18a…を形
成せしめ、丸太1,1a…の継手10,10a…
を嵌合して隅角部Cを形成せしめている。
Further, numerals 15, 15a, etc. shown in FIG. 2 are square timbers that are laid down and piled up to form a load-bearing wall 16 that partitions the interior of the log cabin, and these square timbers 15, 15a...
In this case, the load-bearing wall 16 is constructed in the same manner as the logs 1, 1a, etc. described above, and the square timbers 15, 15a,...
The joints 18, 18a... are formed on the side surfaces 17, 17a... of the logs 1, 1a..., and the joints 10, 10a... of the logs 1, 1a...
are fitted to form a corner C.

次に本考案に係る丸太小屋における耐力壁構造
の作用について説明すると、 倒伏積載せしめる丸太1,1a…の上面部3,
3a…及び底面部4,4a…に設けしめた凹溝
5,5a…に帯状の雇実7,7a…を嵌合せし
め、丸太1,1a…を積載せしめることにより、
屋内側Iは面一に成らしめ、屋外側Oは丸太外形
面11,11a…が表れる耐力壁2,2aを形成
せしめており、雇実7,7a…により上位と下位
の丸太1,1a…のずれを防止せしめるのであ
る。
Next, the function of the load-bearing wall structure in the log cabin according to the present invention will be explained.
3a... and the grooves 5, 5a... provided in the bottom parts 4, 4a... by fitting the band-shaped logs 7, 7a... and stacking the logs 1, 1a...
The indoor side I is made flush, and the outdoor side O forms load-bearing walls 2, 2a in which log external surfaces 11, 11a... appear, and upper and lower logs 1, 1a... This prevents misalignment.

又、丸太1,1a…に形成せしめた仕口8,8
a…と継手10,10a…を嵌合せしめ、前記と
同様にして丸太1,1a…を積載せしめることに
より、丸太小屋の隅角部Cを形成する耐力壁2,
2aを形成せしめるのである。
Also, the joints 8, 8 formed on the logs 1, 1a...
a... and the joints 10, 10a... and stack the logs 1, 1a... in the same manner as above, thereby forming the load-bearing wall 2, which forms the corner C of the log cabin.
2a is formed.

〔考案の効果〕[Effect of idea]

要するに本考案は、丸太1,1a…を倒伏積載
せしめて成る丸太小屋の耐力壁2,2aにおい
て、倒伏積載せしめる丸太1,1a…上部及び下
部を水平に形成せしめて上面部3,3a…及び底
面部4,4a…と成し、前記上面部3,3a…及
び底面部4,4a…の長手方向に凹溝5,5a…
を形成せしめ、該凹溝5,5a…に帯状の雇実
7,7a…を嵌合せしめて丸太1,1a…を積載
せしめたので、丸太1,1a…に形成せしめた上
面部3,3a…及び底面部4,4a…が丸太1,
1a…を積載するのに安定した水平面であり、そ
の積載が極めて容易となり、従来に多大な労力費
やすこともなく丸太小屋が簡単に製造出来るので
ある。
In short, the present invention is such that, in the load-bearing walls 2, 2a of a log cabin in which logs 1, 1a, etc. are piled up, the upper and lower parts of the logs 1, 1a, which are piled up and down, are formed horizontally, and the upper surface portions 3, 3a,... The bottom surface portions 4, 4a... and grooves 5, 5a... are formed in the longitudinal direction of the top surface portions 3, 3a... and the bottom surface portions 4, 4a...
were formed, and the logs 1, 1a... were stacked by fitting the band-shaped logs 7, 7a... into the grooves 5, 5a..., so that the upper surface portions 3, 3a... formed on the logs 1, 1a... and the bottom portions 4, 4a... are logs 1,
It is a stable horizontal surface for loading 1a..., making it extremely easy to load, and log cabins can be easily manufactured without expending a lot of labor in the conventional way.

又、上位及び下位の丸太1,1a…間に介在せ
しめた雇実7,7a…により、丸太1,1a…の
上下間のずれを防止することが出来ると共に、丸
太1,1a…の上下間に隙間を生じることもない
のである。
In addition, the logs 7, 7a... interposed between the upper and lower logs 1, 1a... can prevent the logs 1, 1a... from shifting between the top and bottom, and also prevent the logs 1, 1a... from shifting between the top and bottom. There is no gap between the two.

又、丸太1,1a…を倒伏積載せしめて成る丸
太小屋の耐力壁2,2aにおいて、倒伏積載せし
める丸太1,1a…の上部及び下部を水平に形成
せしめて上面部3,3a…及び底面部4,4a…
と成し、前記上面部3,3a…及び底面部4,4
a…の長手方向に凹溝5,5a…を形成せしめ、
又屋内側Iを面一に形成せしめて内壁面6,6a
…と成し、該内壁面6,6a…の適宜位置に仕口
8,8a…を形成せしめ、他一方の丸太1,1a
…には前記仕口8,8a…に嵌合する継手10,
10a…を木口面9,9a…に形成せしめ、相互
に嵌合せしめると共に、前記凹溝に帯状の雇実を
嵌合せしめて丸太1,1a…を積載せしめたの
で、前記と同様なる効果を奏すると共に、その屋
内側Iと成る内壁面が一平面として表れ、又屋外
側Oは丸太外形面11,11a…が表れる耐力壁
2,2aを形成出来、又丸太1,1a…に形成せ
しめた仕口8,8a…と継手10,10a…を嵌
合せしめ、丸太1,1a…を積載せしめることに
より、丸太小屋の隅角部Cを形成する耐力壁2,
2aを簡易に形成せしめることが出来、現場にお
ける丸太小屋の製作に要する労力を軽減せしめる
ことが出来るのである。
In addition, in the load-bearing walls 2, 2a of a log cabin in which the logs 1, 1a... are piled up and stacked, the upper and lower parts of the logs 1, 1a... are formed horizontally so that the upper surface parts 3, 3a... and the bottom part are formed horizontally. 4,4a...
The upper surface portions 3, 3a... and the bottom surface portions 4, 4
Form grooves 5, 5a... in the longitudinal direction of a...
In addition, the indoor side I is formed flush with the inner wall surfaces 6, 6a.
..., and the inner wall surfaces 6, 6a... are formed with joints 8, 8a... at appropriate positions, and the other logs 1, 1a...
... has a joint 10 that fits into the joint 8, 8a...
The logs 10a... are formed on the butt ends 9, 9a... and fitted into each other, and the logs 1, 1a... are stacked by fitting a band-shaped log into the groove, so that the same effect as described above is achieved. At the same time, the inner wall surface forming the indoor side I appears as a single plane, and the outdoor side O can form load-bearing walls 2, 2a in which log external surfaces 11, 11a... are formed, and the finish formed on the logs 1, 1a... By fitting the openings 8, 8a... and the joints 10, 10a... and stacking the logs 1, 1a..., the load-bearing wall 2 forms the corner C of the log cabin.
2a can be easily formed, and the labor required for manufacturing a log cabin on site can be reduced.

従つて、丸太1,1a…は単に上面部3,3a
…、底面部4,4a…、内壁面6,6a…を形成
せしめると共に、上面部3,3a…、底面部4,
4a…に凹溝5,5a…を刻設せしめるだけなの
で、丸太1,1a…の加工が極めてに出来、寸法
設定をして規格化すれば量産が出来、従来の様に
現場にて不揃いの各丸太を一本づつ加工する必要
がないため、丸太小屋の形成に要する仕事量を大
幅に軽減出来、素人でも手軽に丸太1,1a…を
使用して丸太小屋を容易に製作することが出来る
等その実用的効果甚だ大なるものである。
Therefore, the logs 1, 1a... are simply the upper surface parts 3, 3a.
..., bottom surface portions 4, 4a..., inner wall surfaces 6, 6a..., and upper surface portions 3, 3a..., bottom surface portion 4,
Since the concave grooves 5, 5a... are simply carved in the logs 4a..., the processing of the logs 1, 1a... is extremely easy, and once the dimensions are set and standardized, mass production is possible. Since there is no need to process each log one by one, the amount of work required to form a log cabin can be greatly reduced, and even amateurs can easily create a log cabin using logs 1, 1a, etc. Its practical effects are enormous.

【図面の簡単な説明】[Brief explanation of the drawing]

図は本考案の一実施例を示すものにして、第1
図は本考案に係る丸太小屋における耐力壁構造の
斜視図、第2図は同上他の実施例を示す斜視図、
第3図は同上使用例を示す図、第4図は従来例を
示す斜視図である。 1,1a……丸太、2,2a……耐力壁、3,
3a……上面部、4,4a……底面部、5,5a
……凹溝、6,6a……内壁面、7,7a……雇
実、8,8a……仕口、9,9a……木口面、1
0,10a……継手。
The figure shows one embodiment of the present invention.
The figure is a perspective view of a load-bearing wall structure in a log cabin according to the present invention, and FIG. 2 is a perspective view showing another embodiment of the same.
FIG. 3 is a diagram showing an example of use similar to the above, and FIG. 4 is a perspective view showing a conventional example. 1, 1a... Log, 2, 2a... Load-bearing wall, 3,
3a...Top part, 4, 4a...Bottom part, 5, 5a
... Concave groove, 6, 6a ... Inner wall surface, 7, 7a ... Hirugitsu, 8, 8a ... Shiguchi, 9, 9a ... Kiguchi surface, 1
0,10a...Joint.

Claims (1)

【実用新案登録請求の範囲】 (1) 丸太を倒伏積載せしめて成る丸太小屋の耐力
壁において、倒伏積載せしめる丸太の上部及び
下部を水平に形成せしめて上面部及び底面部と
成し、前記上面部及び底面部の長手方向に凹溝
を形成せしめ、該凹溝に帯状の雇実を嵌合せし
めて丸太を積載せしめたことを特徴とする丸太
小屋における耐力壁構造。 (2) 丸太を倒伏積載せしめて成る丸太小屋の耐力
壁において、倒伏積載せしめる丸太の上部及び
下部を水平に形成せしめて上面部及び底面部と
成し、前記上面部及び底面部の長手方向に凹溝
を形成せしめ、又屋内側を面一に形成せしめて
内壁面と成し、該内壁面の適宜位置に仕口を形
成せしめ、他一方の丸太には前記仕口に嵌合す
る継手を木口面に形成せしめ、相互に嵌合せし
めると共に、前記凹溝に帯状の雇実を嵌合せし
めて丸太を積載せしめたことを特徴とする丸太
小屋における耐力壁構造。
[Claims for Utility Model Registration] (1) In a load-bearing wall of a log cabin made by stacking logs in a lying pile, the upper and lower parts of the logs to be piled in a lying pile are formed horizontally to form a top surface and a bottom surface, and the upper surface 1. A load-bearing wall structure for a log cabin, characterized in that grooves are formed in the longitudinal direction of the top and the bottom, and logs are stacked by fitting band-shaped bulges into the grooves. (2) In a load-bearing wall of a log cabin made of logs piled up and down, the upper and lower parts of the logs to be piled up and down are formed horizontally to form a top surface and a bottom surface, and the longitudinal direction of the top surface and bottom surface is A concave groove is formed, and the indoor side is formed flush with the inner wall surface, and a joint is formed at an appropriate position on the inner wall surface, and a joint that fits into the joint is formed on the other log. A load-bearing wall structure for a log cabin, characterized in that the logs are stacked by forming logs on the wood end faces and fitting each other, and by fitting band-shaped logs into the grooves.
JP8489388U 1988-06-27 1988-06-27 Expired JPH0442408Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8489388U JPH0442408Y2 (en) 1988-06-27 1988-06-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8489388U JPH0442408Y2 (en) 1988-06-27 1988-06-27

Publications (2)

Publication Number Publication Date
JPH029610U JPH029610U (en) 1990-01-22
JPH0442408Y2 true JPH0442408Y2 (en) 1992-10-07

Family

ID=31309574

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8489388U Expired JPH0442408Y2 (en) 1988-06-27 1988-06-27

Country Status (1)

Country Link
JP (1) JPH0442408Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247070A (en) * 2010-05-28 2011-12-08 Koichi Nemoto Assembly method using thinnings and construction method of the same

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO20101359A1 (en) * 2010-09-30 2012-04-02 Nexans Power cable with laminated water barrier
JP7402441B2 (en) * 2018-03-05 2023-12-21 格 大坪 Joint structure of log materials for log house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011247070A (en) * 2010-05-28 2011-12-08 Koichi Nemoto Assembly method using thinnings and construction method of the same

Also Published As

Publication number Publication date
JPH029610U (en) 1990-01-22

Similar Documents

Publication Publication Date Title
US4677806A (en) Wooden building system with flange interlock and beams for use in the system
US4867598A (en) Tapered dovetail mortise and tenon joint structure
JPH0343417B2 (en)
JPS63191749A (en) Assembly
US20070294967A1 (en) System of interlocking wall and corner components for construction of buildings
JPH0442408Y2 (en)
US5375389A (en) Joint apparatus for construction members
JPS6129842Y2 (en)
JPH0224819Y2 (en)
JP7818731B1 (en) Log houses and log house component kits
JPH0657852A (en) Woody block for bearing wall formation, supplementary face material for this block, and building constructing method utilizing the same block
JP3300980B2 (en) Concrete block joint means
JPH025862B2 (en)
JPS6349442Y2 (en)
JPH0874352A (en) Construction of corner employing short round timber and halved round timber
JPH0321373Y2 (en)
JPS6040729Y2 (en) roof structure
JP2595044Y2 (en) Pillar mortise
JP3311456B2 (en) Robust wood panel and method of manufacturing the same
JP2554174Y2 (en) Column and beam connection structure
JPS6126485Y2 (en)
JPH0342199Y2 (en)
CN115949268A (en) A dry-connected modular house
JP2600637Y2 (en) Building exterior wall structure and corner panels
JPS5838817Y2 (en) wall panels