JPH0874352A - Construction of corner employing short round timber and halved round timber - Google Patents

Construction of corner employing short round timber and halved round timber

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Publication number
JPH0874352A
JPH0874352A JP6242275A JP24227594A JPH0874352A JP H0874352 A JPH0874352 A JP H0874352A JP 6242275 A JP6242275 A JP 6242275A JP 24227594 A JP24227594 A JP 24227594A JP H0874352 A JPH0874352 A JP H0874352A
Authority
JP
Japan
Prior art keywords
corner
log
equilateral angle
angle steel
iron plate
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.)
Granted
Application number
JP6242275A
Other languages
Japanese (ja)
Other versions
JP2641032B2 (en
Inventor
Kozo Shimomoto
剛三 下本
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.)
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 JP6242275A priority Critical patent/JP2641032B2/en
Publication of JPH0874352A publication Critical patent/JPH0874352A/en
Application granted granted Critical
Publication of JP2641032B2 publication Critical patent/JP2641032B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PURPOSE: To make the sectional area of a corner column equal to the size of a round timber in constructing a corner out of structural steels for a log house by a method wherein completely separated four equal-leg angle steels are used. CONSTITUTION: A bottom steel plate is fixed to a place where a corner column 3 is erected. Four equal angle steels 5 are placed and welded to the bottom steel plate with their interior angles facing the outside and their sides being in parallel with one another, and thereby the corner column 3 is formed. Wooden square columns 8 are fitted to the interior angles of the equal-leg angle steels. Short round timbers 1 and halved round timbers 2 are fitted into spaces between the sides of the equal angle steels, and connecting steel plates are fitted to the inside of the equal-leg angle steels and fixed by welding. A connecting member 10 for being inserted into a mortise or a groove provided to an eaves girder of a roof or a doorsill of the upstairs is fixed by welding to the uppermost part of the corner column formed of the four equal-leg angle steels, and thereby corner members for supporting corner projections or wall surfaces 12 can be formed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、短丸太材及び半割丸太
材を用いてログハウス等建築において施工されるコ−ナ
−部を容易かつ迅速に形成可能にすべく短丸太材及び半
割丸太材使用コ−ナ−部構築方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 short log material and a semi-log material for facilitating the quick and easy formation of a corner portion constructed in a log house or the like using the short log material and the half-sized log material. The present invention relates to a method for constructing a corner portion using a split log material.

【0002】[0002]

【従来の技術】丸太材を用いてのログハウス等建築にお
けるコ−ナ−部は、各丸太材端部に凹部を形成すべくノ
ッチ加工を施し互いに嵌合直交させることで構築されて
きた。だがログハウス等建築特有の壮大観を創出するた
めには大径木の丸太材を用いねばならず、しかも組み込
まれる丸太材は不規則な円柱のため各丸太材相互の切欠
部の形成が正確性を要求されるあまり困難であり高度の
技術を必要とするのである。
2. Description of the Related Art A corner portion in a log house or the like construction using logs has been constructed by notching the ends of each log so as to form recesses and fitting and intersecting each other. However, in order to create a magnificent view peculiar to architecture such as a log house, large-diameter wooden logs must be used, and since the logs to be incorporated are irregular cylinders, the notches formed between the logs are accurate. It is so difficult that it is required to have a high quality and requires high technology.

【0003】そこで、短丸太材及び半割丸太材の端部を
仕口加工し、コ−ナ−部柱として嵌合溝を有する鋼材柱
に短丸太材及び半割丸太材の端部を嵌合させながら積み
上げることでコ−ナ−部を構築する特許(特許第160
8648号)や鋼材柱を外観上完全に見えなくする特許
出願(特開平1−160450)が提出されている。
Therefore, the ends of the short log and the half-cut log are machined, and the ends of the short log and the half-cut log are fitted to a steel material column having a fitting groove as a corner column. A patent for constructing a corner section by stacking them while combining them (Patent No. 160
No. 8648) and a patent application (Japanese Patent Application Laid-Open No. 1-160450) for completely obscuring the appearance of steel columns.

【0004】[0004]

【発明が解決しようとする問題点】大径木の丸太材、短
丸太材及び半割丸太材を用いてのログハウス等建築にお
けるコ−ナ−部を構築する際、長年施行されてきた各丸
太材一本一本にノッチ加工つまり切欠加工方法では、高
度な技術が要求され作業の困難性が予想されることにな
る。
[Problems to be Solved by the Invention] When constructing a corner portion in a construction such as a log house using a large-diameter wooden log, a short log and a half-cut log, each has been practiced for many years. The notch processing, that is, the notch processing method for each log material requires a high level of technology and is expected to cause difficulty in work.

【0005】そこでノッチ加工による作業の困難性を解
決するためにコ−ナ−部柱等を形成すべく鋼材柱を用い
る方法が発明された。即ち特許(特許第1608648
号)では断面がC字状、コ字状の鋼材柱を組み合わせて
コ−ナ−部柱や間柱を形成するのであり、更に、鋼材柱
を外観上完全に隠蔽するなどの改良をなした特許出願
(特開平1−160450)も提出されている。
Then, in order to solve the difficulty of the work due to the notch processing, a method of using a steel material column to form a corner column and the like has been invented. That is, a patent (Patent No. 1608648)
No.) forms a corner portion pillar or a stud by combining steel material columns having C-shaped and U-shaped cross-sections, and further improves the appearance by concealing the steel material columns. An application (JP-A-1-160450) has also been submitted.

【0006】ところで(特許第1608648号)や
(特開平1−160450)で使用される断面がC字
状、コ字状の鋼材柱はそれ自体かなりの重量物であるた
め、当然人力で移動させることは不可能なのであり、常
にクレ−ン車等車両に頼らねばならないことになる。
[0006] By the way, the steel columns having C-shaped and U-shaped cross sections used in (Japanese Patent No. 1608648) and (Japanese Patent Laid-Open No. 1-160450) are quite heavy in themselves, and are naturally moved by human power. This is impossible, and you will always have to rely on vehicles such as crane cars.

【0007】ところがログハウス等建築物はその趣によ
りクレ−ン車等車両が入りにくい山間・傾斜地帯などに
も立地されることもおおいにあり得るため、断面がC字
状、コ字状の鋼材柱の実際上の運搬・移動はかなり困難
な課題となってしまう。
However, since a log house or the like may be located in a mountain or sloping area where vehicles such as crane cars are hard to enter due to its taste, it is a steel material having a C-shaped or U-shaped cross section. The actual transportation and movement of the pillars becomes a very difficult task.

【0008】施行段階では、断面がC字状、コ字状の鋼
材柱を使用してコ−ナ−部柱を先ず形成する。その後で
C字状、コ字状の断面口に短丸太材及び半割丸太材の仕
口加工された端部を嵌合させるため、鋼材柱のC字状、
コ字状の断面の大きさに短丸太材及び半割丸太材の寸法
を合わせねばならない。そのため常に一定の太さの短丸
太材及び半割丸太材を用意しなければならないことにな
る。
[0008] At the stage of implementation, a corner column is first formed by using a steel column having a C-shaped cross section and a U-shaped cross section. After that, in order to fit the end portions of the short log material and the half-cut log material that have been processed into the C-shaped and U-shaped cross-sectional openings, the C-shaped steel column,
The dimensions of the short logs and half-cut logs must match the size of the U-shaped cross section. Therefore, it is necessary to always prepare short logs and half-cut logs having a constant thickness.

【0009】つまり規格サイズとなってしまう断面がC
字状、コ字状の鋼材柱に合わせるべく短丸太材及び半割
丸太材もまた一定の太さが必要となり、その結果丸太材
の使用適用範囲がかなり限定されることになってしまう
のである。
That is, the cross section which becomes the standard size is C
Short logs and half-cut logs also need to have a certain thickness in order to match the U-shaped and U-shaped steel columns, and as a result, the application range of the logs is considerably limited. .

【00010】更に丸太材を持ちいて井桁風コ−ナ−部
を形成するためには、コ−ナ−部とコ−ナ−部に挟まれ
て形成される壁面では半割丸太材自体抜け落ちることは
なくコ字状の鋼材柱に嵌合させればよいのだが、コ−ナ
−突出部を形成するためには外側に位置すべく短丸太材
の端部は何ら支えがないのでコ−ナ−部柱から抜け落ち
ることを防ぐため、C字状の鋼材柱を使用せねばならな
い。即ちコ−ナ−部柱を形成するためには断面がC字
状、コ字状の鋼材柱2種類で構成することになる。とこ
ろが間柱では壁面形成のための柱でありすべてコ字状の
鋼材柱のみ使用すればよいことになるので、各々の柱に
合わせて2種類の鋼材柱を適宜組み合わせて構成しなけ
ればならないことになる。
Further, in order to form the double-cornered corner portion by holding the log material, the half-cut log material itself must fall out on the wall formed between the corner portion and the corner portion. Instead, it can be fitted to a U-shaped steel pillar, but the corner of the short log has no support so that it is located outside in order to form the corner protrusion. -C-shaped steel columns must be used to prevent them from falling out. That is, in order to form the corner column, two types of steel columns having a C-shaped cross section and a U-shaped cross section are used. However, since studs are columns for wall formation, it is only necessary to use only U-shaped steel columns, so two types of steel columns must be appropriately combined and configured for each column. Become.

【00011】本発明は、従来のもつ以上の課題を解消
すべく、短丸太材及び半割丸太材を適宜使用してログハ
ウス等建築物を構築する際の鋼材柱を用いたコ−ナ−部
柱、間柱を軽量化、また鋼材柱に嵌合させる短丸太材及
び半割丸太材の寸法の自由化、更にはコ−ナ−部柱、間
柱問わず同一鋼材柱の利用等鋼材柱の低価格化をも含め
ることのできる短丸太材及び半割丸太材使用コ−ナ−部
構築方法を提供することを目的とするものである。
In order to solve the above-mentioned problems, the present invention is a corner using a steel material column for constructing a building such as a log house by appropriately using short logs and half-cut logs. Part pillars and studs are made lighter, and the dimensions of short logs and half-cut logs that fit into steel pillars are liberalized. Furthermore, the same steel pillars can be used regardless of corner pillars and studs. It is an object of the present invention to provide a method for constructing a corner portion using a short log material and a half-sized log material that can include a cost reduction.

【00012】[00012]

【問題を解決するための手段】この目的を達成するため
本発明は次のような構成としている。ログハウス等建築
物を構築する際のコ−ナ−部において、先ずコ−ナ−部
柱(3)を設置するには、コ−ナ−部柱(3)の設定場
所に底鉄板(4)を位置させる。そこで等辺山形鋼
(5)4本をコ−ナ−部柱(3)の底面に合致すべく底
鉄板(4)に対し、底鉄板(4)の四隅に等辺山形鋼凹
部(6)を外側に向けかつ各々の等辺山形鋼辺部(7)
が交差点の道路の如く平行となるように位置を決め底鉄
板(4)と溶接固定させる。
In order to achieve this object, the present invention has the following constitution. In the corner portion when constructing a building such as a log house, first, in order to install the corner portion pillar (3), the bottom iron plate (4) is installed at the setting place of the corner portion pillar (3). ) Is located. Therefore, in order to match the four equilateral angle steels (5) with the bottom of the corner column (3), the equilateral angle steel recesses (6) are placed outside the four corners of the bottom iron plate (4). Towards and each equilateral angle steel edge (7)
Position it so that it is parallel to the road at the intersection, and weld it to the bottom iron plate (4).

【00013】次に四隅に位置する等辺山形鋼凹部
(6)に木製角柱(8)を当接させる。そこで短丸太材
(1)及び半割丸太材(2)を等辺山形鋼辺部(7)の
間に嵌合させながら積み上げコ−ナ−突出部(11)や
壁面(12)を形成するのだが、積み上げ段階で適宜に
連結鉄板(9)を四隅に位置する等辺山形鋼(5)の内
部に当接させ溶接固定する。
Next, a wooden prism (8) is brought into contact with the equilateral angle steel recesses (6) located at the four corners. Therefore, stacking corner protrusions (11) and wall surfaces (12) are formed while fitting the short logs (1) and the halved logs (2) between the equilateral angle steel side parts (7). However, at the stacking stage, the connecting iron plates (9) are appropriately abutted and fixed to the inside of the equilateral angle steel (5) located at the four corners.

【00014】等辺山形鋼(5)4本で形成するコ−ナ
−部柱(3)の最上部に、屋根の軒げたのほぞ穴に嵌合
させるよう連結鉄板(9)上面に溶接固定した箱型の嵌
合連結部(10)を溶接固定する。
[00014] The corner column (3) formed of four equilateral angle steels (5) was welded and fixed to the upper surface of the connecting iron plate (9) so as to fit into the eaves mortise of the roof. The box-shaped fitting connection part (10) is fixed by welding.

【00015】また、壁面(12)内部を平板に施行す
る場合、壁面(12)内部に位置する片隅の一角に対し
鋼材柱として、大型等辺山形鋼(13)の凸部(14)
と他の等辺山形鋼(5)3本の凸部(14)により形成
される内部四角形枠より内部に、大型等辺山形鋼(1
3)の辺端と他の等辺山形鋼(5)の辺端を頂点とし、
頂点を結ぶと方形となる程度に大型等辺山形鋼(13)
を位置させ底鉄板(4)と溶接固定させる。
When a flat plate is applied to the inside of the wall surface (12), a convex portion (14) of a large equilateral angle steel (13) is used as a steel pillar for one corner of one corner located inside the wall surface (12).
And other equilateral angle steel (5) A large equilateral angle steel (1) is provided inside the inner rectangular frame formed by the three convex portions (14).
The edge of 3) and the edge of another equilateral angle steel (5) are used as vertices,
Large equilateral angle steel to the extent that it becomes a square when connecting the vertices (13)
Is welded and fixed to the bottom iron plate (4).

【00016】更に外部に短丸太材(1)を用いてコ−
ナ−突出部(11)を1方向有し、コ−ナ−突出部(1
1)と反対側に当たる内側を平板壁面のみとする場合、
コ−ナ−突出部(11)側に等辺山形鋼(5)2本で短
丸太材(1)の一端を仕口加工した箇所を嵌合させ、左
右から壁面(12)を形成すべく半割丸太材(2)によ
って、半割丸太材(2)を仕口加工した一端の厚みとほ
ぼ同じ厚みを有する鋼材枠(16)を挟みつつ、壁面
(12)側となる半割丸太材(2)の平面部に対し等辺
山形鋼(5)と挟むように当接すべく鉄板柱(17)を
補強材として設置する。
Further, a short log (1) is used on the outside to
It has a corner protrusion (11) in one direction, and a corner protrusion (1
When only the flat wall surface is used for the inside that is opposite to 1),
To equip the corner protruding part (11) side with two equilateral angle steels (5), one end of the short log material (1) is machined, and the wall surface (12) is formed from left and right. The split logs (2), which are on the side of the wall surface (12), are sandwiched by a steel frame (16) having a thickness substantially the same as the thickness of one end obtained by processing the split logs (2). An iron plate column (17) is installed as a reinforcing member so as to come into contact with the flat surface portion of 2) so as to sandwich the equilateral angle steel (5).

【00017】[00017]

【実施例】本発明の実施例を示すに、先ず外壁・内壁共
に丸太の曲面部を形成するコ−ナ−部柱(13)を構築
する場合、コ−ナ−部柱(13)の設定位置の底面に合
致すべく底鉄板(4)を固定させる。次に底鉄板(4)
の四隅に等辺山形鋼凹側部(6)を外側に向けかつ各々
の等辺山形鋼辺部(7)が平行となるように位置を決め
底鉄板(4)と溶接固定させる。次に等辺山形鋼凹部
(6)に木製角柱(8)を当接させる。
EXAMPLE As shown in the examples of the present invention, first, in the case of constructing a corner portion column (13) which forms a log curved surface portion on both the outer wall and the inner wall, setting of the corner portion column (13) The bottom iron plate (4) is fixed so as to match the bottom of the position. Next bottom iron plate (4)
The equilateral chevron steel concave side portions (6) are directed to the four corners of the outer side and the positions are determined so that the equilateral chevron steel side portions (7) are parallel to each other and welded to the bottom iron plate (4). Next, a wooden prism (8) is brought into contact with the equilateral angle steel recess (6).

【00018】次に下方から上方へと、丸太材を積み上
げるのだが、外向に伸びるコ−ナ−突出部(11)には
一端部を仕口加工した短丸太材(1)を等辺山形鋼
(5)の間に嵌合させ各短丸太材(1)を嵌合させる度
に等辺山形鋼辺部(7)を介して短丸太材(1)と木製
角柱(8)を釘等でつなぐ。半割丸太材(2)を使用し
て形成する壁面(12)では半割丸太材(2)は両端を
それぞれのコ−ナ−部柱(3)にて挟まれるため、抜け
落ちることはないので、釘等での止める必要はない。
Next, logs are piled up from the bottom to the top, but the corner protrusions (11) extending outward are made of short logs (1) with one end processed into equilateral angle steel ( Each time the short log members (1) are fitted between 5), the short log members (1) and the wooden prisms (8) are connected with nails or the like via the equilateral angle steel side portions (7). In the wall surface (12) formed by using the half-cut log (2), since the half-cut log (2) is sandwiched between the corner columns (3) at both ends, it does not fall off. It is not necessary to stop with nails.

【00019】また丸太材を積み上げる途中適宜箇所に
て4本の等辺山形鋼(5)を互いに接続固定するため、
連結鉄板(9)を4本の等辺山形鋼(5)内に当接させ
溶接固定する。最上部では4本の等辺山形鋼(5)の固
定及び屋根の軒げたのほぞ穴に嵌合させるよう連結鉄板
(9)上面に溶接固定した箱型の嵌合連結部(10)を
溶接固定する。
Further, in order to connect and fix the four equilateral angle steels (5) to each other at an appropriate place while stacking logs,
The connecting iron plate (9) is brought into contact with the four equilateral angle steel (5) and fixed by welding. In the uppermost part, four equilateral angle steels (5) are fixed and a box-shaped fitting connection part (10) is welded and fixed to the upper surface of the connection iron plate (9) so as to be fitted into the eaves mortise of the roof. To do.

【00020】次に壁面(12)内部を平板に施行する
場合、短丸太材(1)及び半割丸太材(2)を嵌合させ
るべくコ−ナ−部柱(3)は、鋼柱材として等辺山形鋼
(5)を4隅に設置することで形成されるのだが、壁面
(12)内部側の片隅に対し大型等辺山形鋼(13)
を、他の等辺山形鋼(5)3本で形成される内部四角形
枠より内部に、大型等辺山形鋼(13)の辺端が他の等
辺山形鋼辺部(7)の辺端と方形にとなる程度に位置さ
せ底鉄板(4)と溶接固定させる。
Next, when the inside of the wall surface (12) is applied to a flat plate, the corner pillar (3) is made of steel pillar material so that the short log material (1) and the half-cut log material (2) are fitted. It is formed by installing equilateral angle steel (5) at four corners, but it is a large equilateral angle steel (13) to one corner inside the wall surface (12).
Inside the inner rectangular frame formed of three other equilateral angle steels (5), and the side edge of the large equilateral angle steel (13) becomes a square with the side edge of the other equilateral angle steel side (7). The bottom iron plate (4) is fixed by welding.

【00021】この状態では底鉄板(4)の4隅に同形
の等辺山形鋼(5)を溶接固定してコ−ナ−部柱(3)
を形成し、壁面(12)内部側を2本の半割丸太材
(2)にて半割した平面部が向き合うことで1本の丸太
材のごとく形成される状態よりも、1本の半割丸太材
(2)にて半割した平面部を内部壁として1本の半割丸
太材(2)のみ大型等辺山形鋼(13)と他の等辺山形
鋼(5)の間に嵌合させて形成する壁面(12)内部側
の方が半割丸太材(2)1本分不必要となるため半割丸
太材(2)幅分内部空間が広がることになる。
[0002] In this state, equilateral angle steel (5) of the same shape is welded and fixed to the four corners of the bottom iron plate (4), and the corner column (3) is formed.
And the inner surface of the wall surface (12) is divided by two half-cut logs (2) into two flat planes facing each other. Fitting only one half split log (2) between the large equilateral angle steel (13) and another equilateral angle steel (5) with the flat part half-divided by the split log (2) as the inner wall. The inner side of the wall surface (12) thus formed is unnecessary for one half log (2), so that the internal space is expanded by the width of the half log (2).

【00022】[00022]

【発明の効果】ログハウス等建築の大きな課題の一つと
して、大きな丸太材にノッチ加工を施し井桁状に組むこ
とでコ−ナ−部及び壁面を構築する際の加工及び組込み
の困難性やかなりの重量となる大きな丸太材の移動等が
挙げられる。そのためコ−ナ−部柱として鋼材柱を設置
し四方より外向に伸びるコ−ナ−突出部に短丸太材、壁
面を形成する半割丸太材を嵌合させることで作業の困難
性を簡易化させる発明がなされたのだが、それでも尚鋼
材柱の重量はかなりあり、足場の悪い傾斜地等で設置が
困難である点が解消されていない。更に鋼材柱は規格品
で既成のものであるため、鋼材柱の幅に合わせて丸太材
の仕口加工をしなければならず、かつ丸太材の太さ等を
統一しなければならないので、丸太材の加工の困難さが
新たな課題となってしまう
As one of the major problems in construction of a log house or the like, there is a difficulty in processing and assembling when constructing a corner portion and a wall surface by constructing a notch on a large log and assembling it in a cross beam shape. For example, the movement of a large log that becomes a considerable weight. Therefore, it is possible to simplify the work by installing a steel column as the corner column and fitting a short log material and a half log material that forms the wall surface to the corner protrusions that extend outward from all four directions. Although the invention was made to do so, the steel column still has a heavy weight, and the fact that it is difficult to install it on sloping ground with poor scaffolding has not been solved. Furthermore, since the steel columns are standard products and are ready-made, it is necessary to process the log materials according to the width of the steel columns, and it is necessary to unify the log thickness, etc. Difficulty in processing materials becomes a new issue

【00023】しかるに本発明はいずれの課題をも克服
している。先ずコ−ナ−部柱となるべく鋼材柱を四隅す
べて独立している等辺山形鋼を用いるのでクレ−ン車等
車両を使用せずとも人力で移動可能となり、足場の悪い
山間地・傾斜地での構築が容易となるのである。
However, the present invention overcomes both problems. First of all, since equilateral angle steel is used to make all four corners of the steel column independent of the corner column, it is possible to move manually without using a vehicle such as a crane car. It is easy to build.

【00024】次に各々独立している等辺山形鋼4本で
コ−ナ−部柱を構築することができるので、コ−ナ−部
柱の幅を短丸太材及び半割丸太材に合わせて調整するこ
とが可能となるのである。即ちコ−ナ−部柱の幅に合わ
せて短丸太材及び半割丸太材を加工するのではなく、短
丸太材及び半割丸太材の大きさに合わせてコ−ナ−部柱
を調整することができるのである。
Next, since the corner portion column can be constructed from four independent equilateral angle steels, the width of the corner portion column can be adjusted to the short log material and the half log material. It can be adjusted. That is, instead of processing the short logs and half-cut logs according to the width of the corner posts, the corner posts are adjusted according to the size of the short logs and half-cut logs. It is possible.

【00025】ログハウス等建築ーの大きな特色は柱や
壁面に対し平面を形成する角柱を使用するのではなく、
曲面を生かすべく丸太材を使用することなのであり、曲
面を有する丸太材にたいし加工を試みることは角柱に対
し加工を試みるよりもはるかに作業場困難であり従って
時間も係ることになる。ところが本発明では短丸太材及
び半割丸太材の大きさに合わせてコ−ナ−部柱を調整で
きるため丸太材自体への加工作業はかなりの簡易化が可
能となる。即ち作業時間の大幅な短縮を意味するもので
ある。
A major feature of architecture such as a log house is that instead of using prisms that form a plane against columns and walls,
This is because the log material is used to make the best use of the curved surface, and trying to process the log material having the curved surface is much more difficult in the workplace than the attempt to process the rectangular column, and therefore it takes time. However, in the present invention, since the corner column can be adjusted according to the sizes of the short log and the half-cut log, the working operation on the log itself can be considerably simplified. That is, it means a significant reduction in working time.

【00026】また3本の等辺山形鋼と大型等辺山形鋼
1本を用いてコ−ナ−部柱を形成することで壁面幅が通
常の丸太材を使用した壁面幅よりもおよそ半分の幅で済
むことになり内部空間の大幅な確保を可能とすることに
もなるのである。
Further, by forming the corner column by using three equilateral angle steels and one large equilateral angle steel, the wall width is about half the width of the wall using a normal log. This means that a large amount of internal space can be secured.

【00027】以上の如く本発明は、短丸太材及び半割
丸太材を用いてログハウス等建築を施行する際、各々独
立した等辺山形鋼にてコ−ナ−部柱を形成することによ
りコ−ナ−部柱に嵌合させる短丸太材及び半割丸太材の
加工を容易かつ簡易化を可能とし、コ−ナ−部柱自体の
形成の軽量化、簡易化をも可能とする短丸太材及び半割
丸太材使用コ−ナ−部構築方法を提供するものである。
As described above, according to the present invention, when a log house or the like is constructed by using a short log material and a half-divided log material, each of the corner columns is formed by an independent equilateral angle steel. -Short logs that enable easy and simple processing of short logs and half-logs that fit into the corner columns, and also enable lightweight and simplified formation of the corner columns themselves. A method for constructing a corner portion using a timber and a half-cut log material is provided.

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

【図1】本発明の実施例を示す請求項1の斜視図FIG. 1 is a perspective view of claim 1 showing an embodiment of the present invention.

【図2】本発明の等辺山形鋼4本を用いた請求項1のコ
−ナ−部柱平面図
FIG. 2 is a plan view of a corner column of claim 1, wherein four equilateral angle steels of the present invention are used.

【図3】本発明の等辺山形鋼3本と大型等辺山形鋼を用
いた請求項3のコ−ナ−部柱平面図
FIG. 3 is a plan view of a corner portion column of claim 3, wherein three equilateral angle steels of the present invention and a large equilateral angle steel are used.

【図4】本発明の等辺山形鋼2本と鋼材枠及び鉄板柱を
用いた請求項4のコ−ナ−部柱平面図
FIG. 4 is a plan view of a corner portion column of claim 4, wherein two equilateral angle steels of the present invention, a steel material frame and an iron plate column are used.

【図5】本発明の請求項1のコ−ナ−部柱に溶接固定す
べく底鉄板、嵌合連結部及び連結鉄板の斜視図
FIG. 5 is a perspective view of a bottom iron plate, a fitting connecting portion, and a connecting iron plate to be welded and fixed to the corner column of claim 1 of the present invention.

【符合の説明】[Description of sign]

1 短丸太材 2 半割丸太材 3 コ−ナ−部柱 4 底鉄板 5 等辺山形鋼 6 等辺山形鋼凹部 7 等辺山形鋼辺部 8 木製角柱 9 連結鉄板 10 嵌合連結部 11 コ−ナ−突出部 12 壁面 13 大型等辺山形鋼 14 凸部 15 大型等辺山形鋼凹部 16 鋼材枠 17 鉄板柱 1 Short log 2 Half split log 3 Corner column 4 Bottom iron plate 5 Equilateral angle steel 6 Equilateral angle steel recess 7 Equilateral angle steel side 8 Wooden prism 9 Connecting iron plate 10 Fitting connecting part 11 Corner- Projection 12 Wall surface 13 Large equilateral angle steel 14 Convex portion 15 Large equilateral angle steel concave portion 16 Steel frame 17 Steel plate column

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 短丸太材(1)及び半割丸太材(2)使
用ログハウス建築物のコ−ナ−部を形成することにおい
て、コ−ナ−部柱(3)の設定場所に底鉄板(4)を固
定し、底鉄板(4)上の四隅に等辺山形鋼(5)4本
を、等辺山形鋼凹部(6)を外側に向けかつ各々の等辺
山形鋼辺部(7)が平行となるように位置を決め底鉄板
(4)と溶接固定することでコ−ナ−部柱(3)を形成
し、等辺山形鋼凹部(6)に木製角柱(8)を当接し、
短丸太材(1)半割丸太材(2)を各々の等辺山形鋼辺
部(7)間に嵌合しつつ積み上げ、積み上げ段階で適宜
に連結鉄板(9)を等辺山形鋼(5)の内部に当接溶接
固定し、等辺山形鋼(5)4本で形成するコ−ナ−部柱
(3)の最上部に、屋根の軒げたのほぞ穴に内嵌する嵌
合連結部(10)を溶接固定することでコ−ナ−突出部
(11)や壁面(12)を支持するコ−ナ−部を形成す
る短丸太材及び半割丸太材使用コ−ナ−部構築方法
1. When forming a corner portion of a log house building using short logs (1) and half-logged logs (2), the bottom is set at the corner column pillar (3). With the iron plate (4) fixed, four equilateral angle steels (5) are placed at the four corners of the bottom iron plate (4), the equilateral angle steel recesses (6) are directed outward, and each equilateral angle steel side (7) is The corner column (3) is formed by determining the positions so as to be parallel to each other and welding and fixing it to the bottom iron plate (4), and contacting the wooden prism (8) with the equilateral angle steel recess (6),
The short logs (1) and the half-cut logs (2) are stacked while fitting between the equilateral angle steel sides (7), and the connecting iron plates (9) are appropriately attached to the equilateral angle steel (5) at the stacking stage. Fitting connection part (10) internally fitted to the eaves mortise of the roof at the top of the corner column (3) which is fixed by abutting welding to the inside and formed of four equilateral angle steels (5). ) Is welded and fixed to form a corner portion for supporting the corner protruding portion (11) and the wall surface (12), and a method for constructing a corner portion using a short log material and a half log material.
【請求項2】ログハウス建築物内の四方に壁が伸びる間
柱において、間柱設定場所に底鉄板(4)を固定し、底
鉄板(4)上の四隅に等辺山形鋼(5)4本を、等辺山
形鋼凹部(6)を外側に向けかつ各々の等辺山形鋼辺部
(7)が平行となるように位置を決め底鉄板(4)と溶
接固定することで間柱を形成し、等辺山形鋼凹部(6)
に木製角柱(8)を当接し、半割丸太材(2)を各々の
等辺山形鋼辺部(7)間に嵌合しつつ積み上げ、積み上
げ段階で適宜に連結鉄板(9)を等辺山形鋼(5)の内
部に当接溶接固定し、等辺山形鋼(5)4本で形成する
間柱の最上部に、屋根の軒げたのほぞ穴に内嵌する嵌合
連結部(10)を溶接固定することで間柱コ−ナ−部を
形成する半割丸太材使用コ−ナ−部構築方法
2. In a stud having walls extending in all directions in a log house building, a bottom iron plate (4) is fixed at a place where the stud is set, and four equilateral angle steels (5) are provided at four corners on the bottom iron plate (4). , The equilateral chevron is formed by orienting the equilateral chevron depressions (6) to the outside and positioning them so that the equilateral chevron steel sides (7) are parallel to each other and welding and fixing them to the bottom iron plate (4). Steel recess (6)
The wooden prisms (8) are brought into contact with each other, and the half-divided logs (2) are stacked while being fitted between the respective equilateral angle steel side portions (7), and the connecting iron plate (9) is appropriately attached at the stacking stage. It is fixed by abutting welding to the inside of (5), and the fitting connection part (10) that fits inside the eaves mortise of the roof is welded and fixed to the uppermost part of the stud formed of four equilateral angle steel (5). Method for constructing a corner part using half-timbered logs to form a stud corner part
【請求項3】短丸太材(1)及び半割丸太材(2)使用
ログハウス建築物の壁面(12)内部を平板にすべくコ
−ナ−部形成において、コ−ナ−部柱(3)の設定場所
に底鉄板(4)を固定し、底鉄板(4)上の四隅のうち
壁面(12)内部を形成する一角に対し大型等辺山形鋼
(13)を溶接固定し、他の三隅に対しては等辺山形鋼
(5)3本を溶接固定し、大型等辺山形鋼(13)以外
の等辺山形鋼(5)3本の凸部(14)で形成される内
部四角形枠より内部に大型等辺山形鋼(13)の凸部
(14)は位置し、各々の等辺山形鋼辺部(7)の辺端
と大型等辺山形鋼(13)の辺端とを頂点として各頂点
を結ぶと方形となる程度に大型等辺山形鋼(13)は位
置することでコ−ナ−部柱(3)を形成し、等辺山形鋼
凹部(6)に木製角柱(8)を当接し、短丸太材(1)
半割丸太材(2)を各々の辺部間に嵌合しつつ積み上
げ、積み上げ段階で適宜に連結鉄板(9)を等辺山形鋼
(5)の内部に当接溶接固定し、コ−ナ−部柱(3)の
最上部に、屋根の軒げたのほぞ穴に内嵌する嵌合連結部
(10)を溶接固定することでコ−ナ−突出部(11)
や壁面(12)を支持するコ−ナ−部を形成する短丸太
材及び半割丸太材使用コ−ナ−部構築方法
3. A corner part pillar (in the corner part formation in order to make a flat part inside the wall surface (12) of a log house building using a short log (1) and a half-cut log (2). The bottom iron plate (4) is fixed to the setting place of 3), and a large equilateral angle steel (13) is welded and fixed to one corner forming the inside of the wall surface (12) among the four corners on the bottom iron plate (4), and the other. Three equilateral angle steels (5) are welded and fixed to the three corners, and the inside of the inner rectangular frame formed by the convex portions (14) of three equilateral angle steels (5) other than the large equilateral angle steel (13) The convex portion (14) of the large equilateral angle steel (13) is located at, and each vertex is connected with the side end of each equilateral angle steel side (7) and the side end of the large equilateral angle steel (13) as vertices. The large equilateral angle steel (13) is positioned so as to form a square and forms a corner column (3), and the equilateral angle steel recess (6) is provided with a wooden corner. (8) the contact, short round timber (1)
The half-sized logs (2) are stacked while fitting between the respective sides, and the connecting iron plate (9) is appropriately abutted and welded to the inside of the equilateral angle steel (5) at the stacking stage to make a corner. The corner protruding portion (11) is obtained by welding and fixing the fitting connection portion (10) that fits in the eaves mortise of the roof to the uppermost portion of the pillar (3).
Method for constructing a corner portion using a short log material and a half log material for forming a corner portion for supporting a wall and a wall surface (12)
【請求項4】短丸太材(1)及び半割丸太材(2)使用
ログハウス建築物の外壁上に位置する間柱において、外
部にむけて短丸太材(1)を用いてコ−ナ−突出部(1
1)を形成し内部はすべて平壁とする場合、間柱の設定
場所に底鉄板(4)を固定し、底鉄板(4)上のコ−ナ
−突出部(11)側に等辺山形鋼(5)2本を溶接固定
し等辺山形鋼凹部(6)に木製角柱(8)を当接し、コ
−ナ−突出部(11)側に等辺山形鋼(5)2本間に短
丸太材(1)の一端を仕口加工した箇所を嵌合させ、壁
面(12)を形成すべく半割丸太材(2)によって、半
割丸太材を仕口加工した一端の厚みとほぼ同じ厚みを有
する鋼材枠(16)を挟み壁面(12)を形成し、壁面
(12)側となる半割丸太材(2)平面部に対し等辺山
形鋼(5)と挟むように当接すべく鉄板柱(17)を補
強材として当接固定することでコ−ナ−突出部(11)
や壁面(12)を支持する間柱コ−ナ−部を形成する短
丸太材及び半割丸太材使用コ−ナ−部構築方法
4. In a stud located on the outer wall of a log house building using a short log (1) and a half-cut log (2), a corner using the short log (1) toward the outside Projection (1
1) is formed and the inside is a flat wall, the bottom iron plate (4) is fixed at the place where the studs are set, and equilateral angle steel (on the side of the corner iron protrusion (11) on the bottom iron plate (4) ( 5) Two pieces are welded and fixed, and a wooden prism (8) is brought into contact with the equilateral angle steel recess (6), and a short log (1) is placed between the two equilateral angle steel (5) on the corner protruding portion (11) side. ) A steel material having a thickness almost the same as the thickness of one end of the half-cut log, which is formed by fitting the half-finished log (2) to form a wall surface (12) by fitting one end of the half-cut log. A wall surface (12) is formed by sandwiching the frame (16), and an iron plate column (17) is to be contacted with the equilateral angle steel (5) so as to sandwich the flat surface of the half-divided log (2) on the wall surface (12) side. ) As a reinforcing material by abutting and fixing the corner protruding portion (11)
Method for constructing a corner portion using a short log material and a half log material for forming a stud corner portion supporting a wall or a wall surface (12)
JP6242275A 1994-09-08 1994-09-08 Construction method of corner part using short log material and half log material Expired - Fee Related JP2641032B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6242275A JP2641032B2 (en) 1994-09-08 1994-09-08 Construction method of corner part using short log material and half log material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6242275A JP2641032B2 (en) 1994-09-08 1994-09-08 Construction method of corner part using short log material and half log material

Publications (2)

Publication Number Publication Date
JPH0874352A true JPH0874352A (en) 1996-03-19
JP2641032B2 JP2641032B2 (en) 1997-08-13

Family

ID=17086844

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6242275A Expired - Fee Related JP2641032B2 (en) 1994-09-08 1994-09-08 Construction method of corner part using short log material and half log material

Country Status (1)

Country Link
JP (1) JP2641032B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464241A (en) * 2015-12-30 2016-04-06 翡柯机械(福建)有限公司 Thermal-insulation type steel structure plant of reinforcement structure
CN111364758A (en) * 2020-04-09 2020-07-03 晏幸福 Formwork supporting system
CN114033039A (en) * 2021-11-02 2022-02-11 田鑫 Quickly-disassembled and assembled house structure and construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464241A (en) * 2015-12-30 2016-04-06 翡柯机械(福建)有限公司 Thermal-insulation type steel structure plant of reinforcement structure
CN111364758A (en) * 2020-04-09 2020-07-03 晏幸福 Formwork supporting system
CN114033039A (en) * 2021-11-02 2022-02-11 田鑫 Quickly-disassembled and assembled house structure and construction method

Also Published As

Publication number Publication date
JP2641032B2 (en) 1997-08-13

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